Design & Build Brazil 2009 by Jeroen Egberts

DESIGN & BUILD BRAZIL 2009 FAVELA MANGUEIRA

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

AZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD 09 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL IGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA VELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 AZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD 09 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA DESIGN & BUILD BRAZIL 2009 - 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DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA 2

Design & Build Brazil - Favela Mangueira Social Housing

June 2009

Authors Jeroen Egberts Tim de Rijk Kevin Vermeulen

229838 225876 217854

Building Technology Architecture & Urbanism Building Technology

Hogeschool van Amsterdam

University of Applied Sciences

Introduction

We have to design a small social housing complex of 30 - 40 houses in the neighborhood of favela Mangueira. The design has to be innovative, efficient, realistic and achievable for this environment, thinking about available know-how, materials and low-cost building. To get more information about the existing situation we analyzed not only the existing houses, but also the locations and later on the ambiance of this area. We did analyses of the existing functions in the neighborhood (Maracana stadion). What are realistic possibilities for this area? After our six weeks of analyzing we went to Brazil to get the “feeling” of living in the area, especially in the favelas. In Brazil we choose the location for our project. With all these gained information we designed social housing for this area. Besides the social housing we als had to keep in mind functions like commerce, public spaces, infrastructure, social areas and off course the technical solutions. This report is the result of our analysis and design for the project area “favela Mangueira. The report consist of the following main chapters: - Urbanism - Technical analyze - Architecture - Construction - Technical solutions - Organization

Picture of the projectarea, made when we visite Rio de Janeiro

INTRODUCTION

This is the report of the graduation of Design and Build Brazil 2009. The project group consist of one architecture & urbanism student and two building technology students. This graduation is part of the total project “Social building in Brazil”. This is the second phase out of the four phases.

Google Earth map of the projectarea

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TABLE OF CONTENTS

Table of Contents

1. Urbanism Different areas Sections Existing situation Density Functions Infrastructure S.W.O.T. Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Urban plan Impressions

2. Architecture Vision Type of building Type 1 Building on slopes Type 2 Type 3 Type 4 U-block Other functions Floor plans Type 1 Type 2 Type 3 Type 4 U-block Dimensions of spaces Elevations 3D impressions

3. Technical Analysis

6 8 10 12 14 16 18 20 22 24 26 28 30 32

Buildings methods Buildings materials Technical principles Conclusion

54 58 70 75

33 34 35 35 36 37 38 39 40 41 42 42 43 44 46 48 49 50 51

Hogeschool van Amsterdam

4. Construction Floor plan Sections 3D + Explanation Details Detail 3D Calculation 3D impression

5. Technical solutions Floor plans Elevations Sections Technical principle (section) Grey water system Ventilation system Pipes & Drains Sun protection Details List Attachements

77 78 79 80 81 82 83 84

85 86 90 94 98 100 102 104 106 108 116

6. Organization

117

Organization Building proces

118 119

7. Conclusion Attachements

University of Applied Sciences

121

URBANISM

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM Green (districted area)

Zoo

Social Housing

Green (steep slopes)

Industry & Housing

Favela “Mangueira”

Prison & Firestation & School

Industry & Housing

Commerce Developing Housing Area

Project area

Military area

Infrastructure (train/metro/cars)

Maracanã area Scale - 1 : 2500

Hogeschool van Amsterdam

University of Applied Sciences

Vision Before making the urban design we wrote down our vision. Our opinion about the urban design is to make the area better for human living, in the future and in consistancy with our vision of the whole project. The following points will be the main aspects for making the urban design. - Connection with favela “Mangueira” and other surrounded areas - The urban plan must be expandable - Creating public space and recreation places - Preservation of existing building on the project site - Urban solution aspect who can also be used in other areas

The projectarea is located in the city Rio de Janeiro. There is a railway near the area who divides the north with the south. That is the reason our projectarea is not well connected with the south(Maracanã area). Another aspect of north and south is the differents between rich and poor. In the north side you can see favela “Mangueira” and at the southside you can find houses of the middle class people. This different contrasts makes this a complex area.

Isolated Areas Green

Different Areas

Social Housing

Industry

The projectsite is located at the foot of the hill on a flat surface. The site is on two sides surrounded by the houses of favela “Mangueira”. The favela housing started on the hill, it stops at our projectsite and near steep green slopes. Almost at the top of the hill there is a new social housing project. This project is only accessible by a steep road.

Area with potential Favela Housing

Different People

Different Functions

Education and Health Project Site

Bad Connection Maracanã

Military Area

At the west side of the area there are plans for new developing housing. This is not realized but the plans are almost finished. Besides the housing there are more commercial functions. At the east side of the projectside are shops and bars, at the backside there are industrial buildings. These buildings are not all in use at the moment. Next to the industrial buildings is a way to the north, this way ends at the zoo. In the future there are plans to extend this way over the hill to the north where a park and a market are located. Also located next to this way are a prison, firestation and school: A place for education and health.

DIFFERENT AREAS

Interpretation project area

The way of carrying with different functions, connections and also the formal/informal city makes the urban design really complex. That is why we first started with a better way of analyzing the projectarea. At the next pages you can see wich issues we have analyzed to get more grip on this part of the city.

A city place

Map/Schedule essential aspects Maracanã-Mangueira area.

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

URBANISM DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

A B

Scale - 1 : 1000

Hogeschool van Amsterdam

University of Applied Sciences

project area

Section B Scale - 1 : 1000

project area

Section C Scale - 1 : 1000

SECTIONS

Section A Scale - 1 : 1000

project area

Impression existing situation

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM

5 1

4 6

2 3 7

Hogeschool van Amsterdam

University of Applied Sciences

11 12

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

EXISTING SITUATION

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM

Scale - 1 : 1000

Hogeschool van Amsterdam

University of Applied Sciences

Developed Housing

Military

Economic

DENSITY

Favela “Mangueira”

Economic

Military

- Middle density - Big structure - Industry 2 levels - Good accessibility - No public space - Enclosed by commerce - Formal area

- Low density - Organized structure - Military 3 levels - Good accessibility - Private space - Enclosed by a wall - Formal area

Developed Housing

Favela “Mangueira”

- Middle/High density - Organized structure - Social Housing 4 levels - Good accessibility - Private space - Gated community - Enclosed by a wall - Formal area

- High density - No organized structure - Small housing 3/4 levels - Bad accessibility - No public space - Informal area

Jeroen Egberts

Density Around the project area there are four different types of densities. This is similar to the various functions in the area. Each function has there own density. The density of the favela housing area is very high. Near the project area there is an industrial place. There is a big structure with a lower density. This has also to do with the height of the buildings. Housing provides the most levels. De economic and military buildings has less levels. For the urban design it is important to find a typology that can forms a connection with the surrounded areas. By connecting the different kind of densities we can create a better consistency. We do not want to create an isolated project area, but an area with a typology which can fit with the density of the urban context.

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM

Scale - 1 : 1000

Hogeschool van Amsterdam

University of Applied Sciences

Functions In the projectarea are different functions. In this analysis we looked at the different functions. How they are used now, and how can we make the functions better. What kind of functions do this area misses and which can we add to this project? New Housing - Social housing for poor people from the city - Gated community - Surrounded by a wall

Industry - Big buildings - We do not know how they are used - There is potential for creating more employment

Existing Housing - The government build this housing for the people who lived in dangerous housing in other favela’s - They like the location and housing

Education & Health - Firestation and a prison - Near this you can find a school - The children from the area go to this school - In this place you can also find a small health place like a hospital

Favela Housing - Small houses - High density - Poor living conditions - Much diversity Commerce - Small shops and bars near the industry building - The commerce is for the people in the favela - The shops are used well - More shops can make the area more atractive

Sports - A soccerfield used by the people from the favela - A place were people can come together - Nice place for the people

Maracanã area - A touristic place - A place for all the people from Rio de Janeiro - New plans for the future. It does not really have a good relation/connection with the projectsite

Ed lth ea

ial erc mm Co Project Area

eira”

angu

la “M

Fave

Housing

dH an

nd ry a

ion

t uca

ust Ind

Favela “Mangueira”

FUNCTIONS

Military - A military area closed by a wall - It is still in use now but in the future it will change - It do not have really a connection with the projectsite - In the future it may will have a better connection with the Maracanã area

ust

Ind Military Area

ry The functional areas needs a better connection, by and add/extend new functions we can create a better interaction

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM Unknown road

Second road

Informal road

Main road

Scale - 1 : 1000

Hogeschool van Amsterdam

University of Applied Sciences

Infrastructure We distinguish different types of roads. In this analysis we look at how and by who the roads are being used. We are finishing with our opinion of how we think the roads can be better used. For a better way of using we looked at routing, connection and accessibility. Main road - Connection to the west and east side of the city. Big infrastructure with heavy traffic. A road with a lot of potential for commerce and industry. A good connection with the project area is necessary for a good accessibility. It will also help to make more interaction with the housing Bus

Bike

Car

Pedestrian

Taxi

Second road - Connecting the main road with the north. A road with a lot of potential to be more economic. In the north is also another housing project. A connection with housing and industry will make the area more attractive. In the future they will extend the road more to the north where you can find a park and a market.

Bike

Car

Connection with the metrostation

Informal road - This road makes the favela accessible. This informal road needs a better relation with the main road for a more save way of using. Car

Bike

Pedestrian Unknown road - Connections with the other roads to make a better routing is necessary. Routing will make the project area more attractive and accessible. Pedestrian

Bike (not at all the roads possible)

Entrance Favela â&#x20AC;&#x153;Mangueiraâ&#x20AC;? Connecting housing 3/4 levels No structure

Commerce & Industry

Connection to the second road for a better routing

Connecting Economic 2 levels Big structure Entrance

Project Area

Connection favela with project area

INFRASTRUCTURE

Pedestrian

Commerce Connecting housing 4 levels Middle structure

Firestation & Education

Developed Housing (closed)

Connecting of the informal road to the second road

Acces to the city

ot es t

Entrance

ct roje

are

Acc

Military Area (closed) Main Road

Functions and possible connections

Accessibility and routing

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

S.W.O.T. ANALYSE

STRENGTHS -

Central location Accessibility Recreation / Public space Commerce Existing social housing

WEAKNESSES -

Safety Number of livings "Closed" - Not invited Poor 'look' Neglect

S W

- The projectarea is central located, in the surroundings you can find the Maracana stadium, the Samba school etc. - The projectarea is well accessible by the existing roads - There is a soccerfield and big empty spot in the projectarea, a lot of children play over those fields - On the projectarea there are some small commercial functions like bars and shops, they operate well - The inhabitants of the existing social housing buildingappartments are positive about their living.

- The projectarea is located next to favela Mangueira, the criminality in the favela causes unsafety to the inhabitants - On this moment there is less social housing in the area, there are 18 social livings in 3 building appartments - It's only safe for the inhabitants of the area - The neighborhood looks poor - There is no maintenance of the area, there is not an organisation

Photo of Mangueira, on top of the watertank

Hogeschool van Amsterdam

University of Applied Sciences

OPPORTUNITIES Connection with favela Create more housing Better/more recreation / Public space More commerce Make an attractive area Organization

- Favela will flowed over in the area - The area will be neglected

O T

- On this moment there is not a 'transition' between the favela and the open square of the projectarea - There is enough space to make more social housing - The quality of the public space is bad. By making better and more public space the area will be more social - More commercial functions will give the area a positive input, the area will be more social. The commerce are employment for the inhabitants - By different additions on the location, the area will be more atractive - Manage the area and social housing by an organization

Jeroen Egberts

- By connect the projectarea to the favela, there is a change the favela will flowed over in the area - The management must be observed, otherwise the area will be neglected again

Tim de Rijk

Kevin Vermeulen

S.W.O.T. ANALYSE

THREATS

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM

Good accessibility

Area with potential to develop

Connection with the city

Scale - 1 : 1000

Hogeschool van Amsterdam

University of Applied Sciences

Phase 1 Employment Building Company - Employment - Knowledge - Organization - Support build - Housing development area

Building Company

Location Near favela “Mangueira” is an industrial area. It is unknown which buildings are still in use, but the location has a lot of opportunity to be a place for new employment. The road at the east side of the area will be in the future more significance, there will be a connection to the north side of the city. With the east-west connection it makes the area perfectly accessible. We think the industrial area has a lot of potential for new employment, it can make the area more atractive. We think creating a building company is a good start for new development. The building company can take a place in this industrial zone. The place depends on which buildings are not in use in the area. Now we take a place at the north side of the industry. There are two large buildings and an open area for material storage.

Storage Material

PHASE 1

Organization Company The start of the company has to bring an organization of people from the area. The building company have to take care of making building materials. These materials can be different than the materials they normally use, so the people can learn more about building. This kind of education is necessary for upgrading the building proces. Besides education the people earn also money to buy or develop new housing. The employees of the company also have to help with building. Professional builders will make the construction of the houses. We think the work and education is very important for the people in favela “Mangueira”. This is the first phase for realising a better environment. In the chapter organization we will tell more about the management of the project.

Start

Finish

+ “Favela people”

+ Work

Social

Knowledge Education

Jeroen Egberts

Tim de Rijk

= Money

Economic

Kevin Vermeulen

New housing Development

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM Building Company

Storage Material

Commercial line

U-Block Typology 18 houses (1200m2) 4 types Closed by commerce (150m2)

Scale - 1 : 1000

Hogeschool van Amsterdam

University of Applied Sciences

Phase 2 Housing Sloped roof to prevent level extension

1 Module Housing - Generic different places - Expandable horizontal - Applied to slopes Width.6m Length.9m Floor 54m2

Last level can also serve as a terras

- Linking modules. - Modules can also be build at different slope angles. - Numbers depending on urban plan. - Different size of houses each layer. - Commercial block can close the rows (Gated community).

Housing may consist of several levels, depending on the size

blo

Groundfloor can also serve workingspace

U-Block typology Floorplan

PHASE 2

commerce

Different ways of linking housingrows

optional

By making green areas and parking spaces in the rest places we try to give each space a function, so the people do not build there.

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM Road into the favela “Mangueira”

Connection to another social housing project

New connection to make the area accessible from two sides Connection to the north side of the city

Connection/access to the west side

New routings possible

Connection east and west side of the city

Scale - 1 : 1000

Hogeschool van Amsterdam

University of Applied Sciences

Phase 3 Infrastructure Existing situation

Housing Block

- Multiple entry / exit passageways - Accessible for cars - Connection with the north - Connection social housing(north) - Routing

We want to create new infrastructure. By making a road to the building company there will be a connection to the north. The other infrastructure arises from putting the modules in the urban plan. At commercial areas there will be a bigger infrastructure, the streets for housing are smaller. By building a housingblock we can move people from the favela. Because of demolition that houses we can make new housing. One U-block contains 18 houses, so eightteen favela houses can be demolished. This housing creates new streets en infrastructure. By continueing this proces we create a new urban plan. At the hills the housing will folow the heightlines, at these lines are the streets bigger, so it is also accessible for cars. On the vertical roads itâ&#x20AC;&#x2122;s only accessible for pedestrians.

New plans infrastructure

PHASE 3

1 Building new housingblock 2 Moving favela-housing 3 Demolition favela-housing 4 Creating new infrastructure

project area

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM Work

B Housing Commerce

Industry A Sports

Multifunctional centre

Work&Housing

Scale - 1 : 1000

Hogeschool van Amsterdam

University of Applied Sciences

Phase 4 Adding Functions On the right side of the projectarea there is already a commercial strip. On the other side we want to add new commercial functions. By making a bigger road, accessible for cars, we try to make a difference between the housing area. The commercial strip will â&#x20AC;&#x153;closeâ&#x20AC;? the U-block, so it is possible to create a gated community when it is necessary. Interaction between the two sides of the commercial line have to make it a save place for the inhabitants. We retain the existing sportfield, the people from the area uses this place al lot at this moment. By making a multifunctional centre with different functions near the field we try to attract other people from the area. In the future the area will be extend with houses, by these thinking we make the public functions already bigger than necessary. It will be a place for everybody. We try to bring the surrounding densities together, the various street widths should show a difference in space.

U-block typology Commerce line-routing

Existing housing

Soccerfield Playground

PHASE 4

Commerce

Sports Playground

Multifunctional centre Parking

Existing building Combination of housing and commerce

Mixed functions changedd into housing

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM A

Hogeschool van Amsterdam

University of Applied Sciences

Phase 5 Continue Urbanplan Maquette In phase 5 we extend the projectarea. By working in a maquette model we could play a lot with the modules. On the north side we demolished the favela housing and put new social housing on that place. The social housing gives the area a better living environment. The houses are bigger, saver, more sustainable and there is more public space than before. On the ground space is also workspace available. In the urban plan we tried to make a connection with the surrounded density, we build small rows of houses which can interact with the urban context. The empty spaces in the urban plan and geography determined how much houses(rows) we can build.

Phase 5 Continue Urbanplan

Phase 4 Adding Functions

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

PHASE 5

The housing area is different from the commercial area by the infrastructure. The street sections make the difference. In the commercial line the streets are almost ten meters wide. In the housing area the streets are six meters wide. Both roads are accessible by cars. Up the hill it can be different, this depends on the angle of the slope and the accessibility for cars. The empty spaces between the streets and houses can be filled by green and parkingplaces. This prevents possible extensions of housing.

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM

Developing housing

Work & Housing

Sports

Health & Education

Existing buildings

New social housing

Commerce

Industry

Military

Green zones

Hogeschool van Amsterdam

University of Applied Sciences

Urban Plan

URBAN PLAN

Placing the modules is based on the heightlines and existing infrastructure. Rain water is partly absorbed by the roof, the rest flows through the sewer system or the infrastructure of the slope. The streets can be illuminated by lamps on the roofs of the modules. On the steep hills concrete stairs are making a vertical connection. The accessibility by cars is only on east-west direction possible. The streets are wider when there is a commercial line. Empty places between the blocks are filled with stairs to make a north-south connection. Empty spaces between streets and block on a flat surface are filled with parkingplaces and green areas. Under the green trees is a place with seats you can relax.The determination of the use of public space prevents extension of the building blocks. Parking, green areas and infrastructure are applications that are understandable.

Different typologies in a mix of work and housing, build up from one module

C D

A B

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

URBANISM

Hogeschool van Amsterdam

University of Applied Sciences

ARCHITECTURE

ARCHITECTURE DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

Vision Our opinion about the architectural design is: design good quality housing, low-cost and expandable in the future, this should ensure better living conditions. The following points will be the main aspects for making the architectural design. - Expandable in the future - Generic, also applicable in other areas - Combination of work and housing - Functions for the development of knowledge - Correct connection infrastructure (orientation)

Working with modules is an easy way to make different typologies of housing. It is possible to make small or large masses. The masses can connect to the surrounding environment. This connection of the houses is important to be generic. With a flexible way of designing the houses(large/small), we create a living area for different kind of people. Spaces for work and extension are necessary for this area, so flexibility in the floor plan is very important.

Favela Housing The favelas are very diverse. We want to keep the positive aspects and make the negative aspects better.

Negative - Quality of housing - Safety construction - Infrastructure (accessibility) - Electricity - Water facilities - Hygiene - Public Space

Positive - Mixed functions - Innovative use of space - Build by themselves - Low-cost - Expandable - Character / Diversity - Terraces

le 6

Benefits - Small size (6x9meters) - Easy to make rows ( different typologies) - Applicable in different places - Possibility to build on slopes - Several housing sizes - Possibility for extension in the module of row - Integration of workspace Switching modules Number of modules depends on the free space in the urban plan. Size of the rows can also connect to the surrounding buildings (urban context). No possibility of multiple modules after the building. First determine how many modules are to be built.

ter

Empty space in a favela 1,2

,3 o

dul

One, two, three and four modules

in a

row

vel

e fo

ty mp

spa

h at t

fa of a

Sloped roof to prevent vertical extension

One module different places

Last level can also serve as a terrace Housing may consist of several levels, depending on the size

Groundfloor can also serve workingspace Surface 0 - 5 % Functions of the different layers

Module

Surface 5 - 15 %

Building houses (modules) on different surfaces

Hogeschool van Amsterdam

University of Applied Sciences

Surface 15 - 25 %

Typology We have four different types of buildings, by linking one, two, three and four modules. Each type has his own floorplans. The residents are free to make their own floorplanes. The floorplans are flexible, so there is a possibility to extend. We made an example of possible floorplans.

Core Each type has his own core. In the core are the stairs, bathrooms and kitchen. In every type it is the same core. Only the exact place of the bathroom and kitchen in the core can be different. The core is necessary for a safe construction and a permanent place for piping. There is also a second shaft for piping to make the floorplan more flexible. The stairs in the core are making the first and second floor accessible.

Type 1

Entrance

Free floorplan Core

Free floorplan

Core

Entrance

Free floorplan

TYPE OF BUILDING

Reserved space for the stairs, bathroom and kitchen(piping)

Stair

Shop Optional

Red House

Yellow House

Green House

Roof

Free space 35m2 Optional 12m2(shop) Rooms 2 Person Single

Free space 37.5m2 Expandable 9m2(bedroom) Rooms 2 Person Single or Starters

Free space 58m2 Expandable 9m2(bedroom) Rooms 4 Person Family

Installations Watertank

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

8m2 12m2

ARCHITECTURE DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

Building on slopes

If we want to create new housing in favela â&#x20AC;&#x153;Mangueiraâ&#x20AC;?, it will be necessary to create an opportunity to build on slopes. We can connect the modules on three different ways. It is important that the module will follow the heightlines. The accessibility has a different height when the surface is more than 5%, than the module will change on the ground floor. There is more space, we can use this for commercial functions or housing. The groundfloor changes at each place. The floorplans for the first and second level are both the same.

Different ways of linking de modules

Connecting by the heightlines

Connect in a row

Free placing of modules

Terrace Terrace

Housing Terrace

Housing

Shop

Surface 0 - 5 % (Back)

Shop

Surface 0 - 5 % (Front)

Hogeschool van Amsterdam

Surface 5 - 15 %

University of Applied Sciences

Shop Shop

Surface 15 - 25 %

Type 2

Entrance 1

Free floorplan

Free floorplan Stair

Shop Optional

Red House

Shop Optional

Free space 35m2 Optional 12m2(shop) Expandable 9m2(bedroom) Rooms 2 Person Single or Starters

Red House

Entrance

Yellow House

Free space 35m2 Optional 12m2(shop) Rooms 2 Person Single

Front View

Free floorplan

Stair Entrance

Green House

Free space 43m2 Expandable 9m2(bedroom) Rooms 3 Person Starters or Family

Yellow House

Core

Free space 54m2 Expandable 20m2 Rooms 5 Person Family

Green House

Free space 37.5m2 Expandable 9m2(bedroom) Rooms 3 Person Starters or Family

Free space 58m2 Expandable 9m2(bedroom) Rooms 4 Person Family

Roof Installations Watertank

8m2 18m2

Roof Installations Watertank

TYPE OF BUILDING

8m2 12m2

Identity

expandable expandable

In the favela housing there is a lot of diversity. We think this is a positive thing of favela housing, because it is a unique appearance. The different floorplans and expandable spaces in our housing gives the same kind of diversity. The terraces, shops and open spaces gives a divers view. In this way we try to make a link with the favela. The residents are free to make their own floorplans, because of this they can make it â&#x20AC;&#x153;their homeâ&#x20AC;?. We think they make innovative solutions of using spaces, what they are already doing now. This aspects makes our housing realistic, recognizable and easier to understand.

Shop

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

ARCHITECTURE DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

Type 3

Entrance 1

Core Core Free floorplan Shop Optional

Red House

1&3

Free space 35m2 Optional 12m2(shop) Rooms 2 Person Single

Red House

Free space 35m2 Optional 9m2(shop) Expandable 9m2(bedroom) Rooms 2 Person Single or Starters

Core

Yellow House

Core

Free floorplan

Entrance Free floorplan

1&3

Free space 37,5m2 Expandable 9m2(bedroom) Rooms 3 Person Starters or Family

Yellow House

Stair

Free floorplan Entrance

Free space 44m2 Expandable 9m2(bedroom) Rooms 3 Person Starters or Family

Green House

1&3

Free space 58m2 Expandable 9m2 Rooms 4 Person Family

Green House

Free space 54m2 Expandable 20m2(bedroom) Rooms 5 Person Family

Roof Installations Watertank

8m2 12m2

Roof Installations Watertank

8m2 18m2

Expandable We created different sizes of housing, this will atract singles, starters and families. The houses are expandable a house for a starter can grow up to a house for family. This is growing in a basic floorplan, the open spaces could be filled in the future. Another kind of extension is in modules, it is even possible to buy two small houses and build a large family house. This flexibility provides many opportunities. For a family it is possible to buy one module. They can design floorplans with their own specific wishes.

Hogeschool van Amsterdam

University of Applied Sciences

Type 4 Entrance 2

Core

Shop Optional

Core

1&4

Red House

2&3

Free space 35m2 Optional 9m2(shop) Expandable 9m2 (bedroom) Rooms 2 Person Single or Starters

Yellow House

2&3

Free space 44m2 Expandable 9m2(bedroom) Rooms 3 Person Starters or Family

Entrance

Core

Core Free floorplan Stair Entrance

Entrance

Yellow House

Free space 37,5m2 Expandable 9m2(bedroom) Rooms 3 Person Starters or Family

Free floorplan

1&4

Free space 35m2 Optional 12m2(shop) Rooms 2 Person Single

Free floorplan

Red House

Free floorplan

Jeroen Egberts

Green House

1&4

Green House

2&3

Free space 58m2 Expandable 9m2 Rooms 4 Person Family

Free space 54m2 Expandable 20m2 Rooms 5 Person Family

Roof

Installations Watertank

8m2 12m2

Tim de Rijk

Kevin Vermeulen

Installations Watertank

TYPE OF BUILDING

8m2 18m2

ARCHITECTURE DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

U - Block

Red House

Free space 35m2 Optional 12m2(shop) Rooms 2 Person Single

Yellow House

1&3

Free space 37,5m2 Expandable 9m2(bedroom) Rooms 3 Person Starters or Family

Green House

1&3

Red House

Free space 35m2 Optional 9m2(shop) Expandable 9m2 (bedroom) Rooms 2 Person Single or Starters

Yellow House

Free space 44m2 Expandable 9m2(bedroom) Rooms 3 Person Starters or Family

Green House

Free space 58m2 Expandable 9m2 Rooms 4 Person Family

Free space 54m2 Expandable 20m2 Rooms 5 Person Family

Roof

Installations Watertank

8m2 12m2

Installations Watertank

8m2 18m2

Commerce Free space 162,5m2 Shops 3 Person Workers

U-block typology The U-block contains of three modules, linked in a row. Two rows are mirrored against each other, one of the open sides is closed with a line of commercial functions. This creates a small private space between the rows. The residents of this U-block can use this space. When it is necessary it is even possible to create a gated community. This community contains of eightteen houses and possibly six stores. The U-block is the largest variation in our typologies. It has more mass than the other types. It can connect in a different urban context.

U-block, largest type, mixed functions, same modules

Hogeschool van Amsterdam

University of Applied Sciences

Other Functions

In support of the area, we add new functions. This functions are not only for the people in our projectside, but also for people from favela â&#x20AC;&#x153;Mangueiraâ&#x20AC;?. The functions will make the area more atractive, it must be a mix of recreation and knowledge. There will be more activity in the area. The public spaces are for different uses. They can use the sportfield to play soccer, but in the evening it could be a place for performances. The multifunctional centre makes a connection with all surrounded functions. Around these functions is a combination of housing and work.

Free space 375m2 Functions - Soccer - Performances - Market Who People from the area

Spo Mult

rtsfie

ifunc

tiona

Square/Playground

l Ce

nter

Bar

Free space 110m2 Functions - Meeting - Market - Performances (samba/capoeira) - Playground children Who People from the area

Multifunctional Center

ect

ion

ort

sfie

TYPE OF BUILDING

Sportsfield

Free space 360,75m2 Functions - Restaurant - Office - Workshop room - Sports room - Meeting room - Laundry Who People from the area

Entrance Parking

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

Type 1

6.500 125 1.985

3.125 70

4.115 Entrance

125 120

125 15

1.985

3.125 70

965

120

125

Opp:2,2 m2

Laundry Opp:2,2 m2

Storage

Opp:1,9 m2

Opp:12,5 m2

Opp:9,0 m2

Bathroom

1.900

Kitchen

1.900

Undefined

3.000

Livingroom

Opp:3,8 m2

B 70

Opp:3,8 m2

Bedroom 1.930

Opp:5,6 m2

Bathroom 3.000

Bedroom

Opp:2,5 m2

10.250

Opp:8,8 m2

Opp:5,4 m2

2.850

3.000

Passage

10.250

Kitchen

Opp:3,5 m2

Passage Opp:3,9 m2

850

Storage Opp:1,7 m2

C 150

150

Entrance

Livingroom 2.865 15

120

3.000

125

3.000

2.865 15

Opp:11,9 m2

120 125

Opp:14,8 m2

Bedroom or shop

Balcony

1.000

Entrance

Ground floor

First floor

6.500 125

4.115

120

500 15

140

3.060

3.125 120

125

2.990

120

500 15

120

125

Opp:2,2 m2

Bedroom

Undefined

Opp:11,3 m2 3.000

3.000 1.900

3.125

Laundry

1.075

125

120

125

1.985

125

2.995

140

3.125

7.500

3.125

Bedroom

Opp:9,1 m2

Opp:8,0 m2

Bathroom Opp:3,8 m2

Passage Opp:0,9 m2

B Heigh

120

Installations

Bedroom Passage

Storage

Opp:8,2 m2

Opp:5,7 m2

Opp:1,6 m2

150

C 150

2.850 50

3.000

Opp:5,4 m2

10.250

3.000

10.250

2.850

Opp:3,9 m2

Kitchen

Entrance

Second floor

125

2.865

1.050

Balcony

Opp:11,9 m2

125

Water storage

120

3.000

Opp:14,8 m2

120

2.865

Livingroom

Third floor

Drawings scale 1:100 on attachement: A-01

125

3.030

140

1.075

Laundry

1.075

125

120

3.125

140

6.500

3.125

1.000

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

ARCHITECTURE

Hogeschool van Amsterdam

University of Applied Sciences

Heigh

Type 2

12.750 2.875

2.875

4.115

250

1.985

2.875

140

1.985

250

2.875

4.115

Entrance

250

120

Entrance

A 250

120

250

120

Laundry

2.875 120

250

3.030

2.875

120

965

2.875

140

1.985

Laundry

Opp:2,2 m2

250 1.985

250 70

Opp:2,2 m2

Storage

Opp:12,5 m2

Kitchen

2.750

Opp:12,5 m2

Opp:2,2 m2

120

Opp:1,9 m2

Undefined Opp:9,0 m2

Opp:3,8 m2

Bathroom

Opp:3,8 m2

120

250

B 250

Storage

Opp:9,0 m2

Kitchen

Opp:3,8 m2

250

3.030

Undefined

2.995

2.750

3.045

Livingroom

2.875

120

Laundry

Opp:2,2 m2

Opp:1,9 m2

Livingroom

965

120

250

12.750

Bedroom

Passage

Opp:2,5 m2

Opp:8,8 m2

Bedroom

Opp:2,5 m2

Opp:8,8 m2

Storage

2.750

Passage Opp:3,9 m2

Bedroom

2.880

Opp:3,5 m2

10.265

2.750

Bathroom

Opp:3,5 m2

Passage

Bedroom

2.880

10.250

Opp:5,6 m2

Bathroom

Kitchen

Opp:5,4 m2

Passage Opp:3,9 m2

Opp:8,5 m2

Storage

Opp:1,7 m2

Entrance

Livingroom

250

Entrance

Balcony

1.015

1.000

Entrance

Opp:17,9 m2

250

Livingroom

120

Opp:11,9 m2

Opp:8,5 m2

2.915

2.750

2.915

Bedroom or shop

Opp:9,2 m2

120

2.750

Opp:14,8 m2

Undefined

Ground floor

Balcony

First floor

12.750 250

3.030

120

2.875 965

1.985

140

2.875 1.985

250 70

2.875 4.115

250 120

500

250

2.875 120

3.000

250

2.875

120

3.050

250 140

2.875

3.050

250

2.875

120

250

3.000

120

500 15

250

Laundry Storage

Opp:2,2 m2

120

250

13.750

250

120

250

2.875

FLOOR PLANS

250

C 250

Laundry Opp:2,2 m2

Opp:1,9 m2 Opp:11,3 m2

Opp:9,0 m2

Bathroom Opp:3,8 m2

Bedroom

3.045

2.750

2.995

2.750

Bedroom Undefined

Undefined

Opp:9,1 m2

Bedroom

Opp:8,1 m2

Bathroom Opp:3,8 m2

Passage

Opp:0,9 m2

Storage

Bedroom

Opp:5,4 m2

Opp:3,9 m2

Opp:8,6 m2

Storage

Opp:8,2 m2

Opp:1,6 m2

Height

Entrance

250

C 250

Opp:8,3 m2

Installations

2.880 80

Opp:5,4 m2

Passage

2.750

Opp:3,8 m2

Kitchen

10.300

2.880

2.750

10.265

Bedroom

Kitchen

Installations

Opp:1,6 m2

Opp:5,7 m2

Passage

Height

120

250

B 250

250

Balcony

2.915

Water storage Opp:11,9 m2

1.050

Balcony

Opp:17,9 m2

1.015

250

Water storage

120

2.750

2.915

Opp:14,8 m2 Opp:17,9 m2

120

2.750

Livingroom Livingroom

Second floor

Third floor

Drawings scale 1:100 on attachement: A-01

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

Type 3

19.000 250 15

2.875

4.115

250 1.985

2.875

140

250

2.875

4.055

250

Entrance

1.985

2.875

140

1.985

2.875 4.115

250 120

Entrance

Laundry

3.045

Opp:2,2 m2

2.750

250 70

Entrance

120

250

120

Opp:2,2 m2

Livingroom

Opp:12,5 m2

Bedroom

Livingroom

Opp:6,0 m2

Opp:12,5 m2

Kitchen

Opp:3,8 m2

250

Kitchen

2.750

2.880

10.250

Bathroom

Opp:5,7 m2

Opp:3,5 m2

Passage

Bedroom

Passage

Opp:2,5 m2

Opp:8,8 m2

Bathroom

Opp:3,5 m2

Passage

Storage

Laundry

Opp:1,7 m2

Storage

Opp:0,7 m2

Opp:2,0 m2

Bedroom

Opp:2,5 m2

Storage

Opp:8,8 m2

Storage

Opp:1,7 m2

70 2.915

Bedroom or shop

Undefined

Opp:11,9 m2

Bedroom or shop

Opp:9,0 m2

Opp:11,9 m2

Opp:8,5 m2

250

120

2.750

250

Entrance

1.000

Entrance

Ground floor

19.000 250

2.875

250

3.150

120

2.875 965

250 1.985

140

2.875 2.006

250 70

944

2.875

120

2.970

250 140

2.875 1.985

250 70

965

2.875

120

3.150

250 15

250

120

Laundry Storage

Opp:2,2 m2

Laundry

Opp:2,2 m2

3.050

2.750

Opp:2,2 m2

Storage

Opp:1,9 m2

Opp:1,8 m2

Undefined

Opp:9,0 m2

Opp:8,9 m2

Bathroom

Opp:3,8 m2

Storage Opp:1,9 m2

Undefined

Undefined Opp:9,0 m2

Bathroom Opp:3,8 m2

Passage Opp:1,0 m2

120

250

Bedroom

Bedroom Opp:5,6 m2

Passage Opp:3,9 m2

Kitchen Opp:5,4 m2

Kitchen

Opp:5,5 m2

Opp:5,4 m2

Passage Opp:3,9 m2

2.750

10.265

1.930

Opp:5,6 m2

Livingroom Opp:20,2 m2 250

3.860

Entrance

Livingroom

Opp:14,8 m2

2.750

Bedroom

250

120

Opp:8,7 m2

1.015

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

ARCHITECTURE

Balcony

First floor

Drawings scale 1:100 on attachement: A-02

Hogeschool van Amsterdam

University of Applied Sciences

Type 3

19.000 250

2.875

250

120

2.875

4.115

250 1.985

2.875

140

250

3.020

2.875

3.020

250

2.875

140

1.985

250 70

2.875

1.000

250

3.115

120

250

120

Laundry

Opp:2,2 m2

Undefined

Bedroom

Opp:8,9 m2

Opp:11,3 m2

3.050

Opp:11,3 m2 2.750

Laundry

Opp:3,3 m2

Bathroom

Opp:3,8 m2

Opp:5,7 m2

Opp:3,8 m2

250

Bedroom

Bedroom Opp:5,7 m2

2.750

Passage Opp:3,9 m2

Kitchen

Opp:5,4 m2

Passage

Opp:6,3 m2

Kitchen

Opp:1,9 m2

Opp:5,4 m2

Passage Opp:3,9 m2

10.265

1.930

Opp:5,7 m2

Livingroom Opp:17,3 m2

3.860

Entrance

Livingroom

Bedroom

Livingroom

Opp:8,7 m2

Opp:14,8 m2

Balcony

1.015

250

120

2.750

Opp:14,8 m2

Balcony

Second floor

20.000 500

250

2.875 120

3.013

250

2.875

120

3.037

250 140

2.875

250

2.875

2.953

120

3.037

250 140

2.875 3.050

250

2.875

120

250

3.000

120

500 15

250

120

3.045

2.750

Undefined Bedroom

Opp:9,1 m2

Opp:8,1 m2

Bedroom

Undefined

Opp:9,1 m2

Bedroom

Opp:7,9 m2

Passage

Opp:8,1 m2

Passage

Opp:0,9 m2

FLOOR PLANS

250

Passage

Opp:0,9 m2

Height: 1800

250

B Storage

Installations Opp:8,2 m2

Installations

Opp:1,5 m2

Opp:8,3 m2

Installations

Storage

Opp:8,2 m2

Opp:1,6 m2

Height: 1500

2.880 80

10.300

2.750

Opp:1,6 m2

Storage

70 2.915

Water storage Opp:11,9 m2

Water storage

Opp:11,9 m2

Opp:17,6 m2

1.050

250

120

2.750

250

Third floor

Drawings scale 1:100 on attachement: A-02

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

Type 4

250 15

2.875

4.115

250 1.985

2.875

140

250

1.985

2.875

250

4.055

Entrance

2.875

140

250

2.875

4.055

250

Entrance

1.985

2.875

6.170

250 120

Entrance

Laundry

Opp:2,2 m2

Bedroom

Livingroom

3.045

2.750

250

140

Entrance

120

250

120

Opp:6,0 m2

Opp:12,5 m2

Livingroom

Opp:12,5 m2

Bedroom

Livingroom

Opp:6,0 m2

Opp:12,5 m2

Kitchen

Opp:3,8 m2

2.750

Passage

Bedroom

2.880

10.250

250

Bathroom

Opp:3,5 m2

Kitchen

Opp:5,7 m2

Passage

Opp:2,5 m2

Opp:8,8 m2

Storage

Laundry

Opp:0,7 m2

Opp:1,7 m2

Bathroom

Opp:3,5 m2

Passage

Opp:2,5 m2

Storage

Opp:1,7 m2

Bathroom Passage

Opp:2,5 m2

Storage

Laundry

Opp:2,0 m2

Storage

Opp:0,7 m2

Opp:2,0 m2

Bedroom

Opp:2,5 m2

Opp:8,8 m2

Storage

Opp:1,7 m2

70 2.915

Bedroom or shop

Opp:11,9 m2

Opp:8,5 m2

Undefined

Opp:9,0 m2

Bedroom or shop

Opp:11,9 m2

Opp:8,5 m2

250

120

2.750

250

Entrance

1.000

Entrance

Ground floor

25.250 250

2.875 120

250

3.030

120

2.875 965

250 1.985

140

2.875

250

2.970

120

2.875 944

250 2.006

140

2.875 2.006

250 70

944

2.875

120

2.970

250 140

2.875 1.985

250 70

965

2.875

120

3.030

250

120

Laundry Storage

Laundry

Opp:2,2 m2

Storage

2.995

2.750

Opp:1,9 m2

Opp:2,2 m2

Laundry Opp:2,2 m2

Opp:1,8 m2

Laundry Opp:2,2 m2

Storage Opp:1,8 m2

Undefined

Opp:9,0 m2

Opp:8,9 m2

Bathroom Opp:3,8 m2

Bathroom

Opp:3,8 m2

Passage

Storage Opp:1,9 m2

Undefined

Undefined Opp:9,0 m2

Bathroom Opp:3,8 m2

Passage

Opp:1,0 m2

120

250

Bedroom

Bedroom Opp:5,6 m2

Passage Opp:3,9 m2

Kitchen

Opp:5,4 m2

Opp:5,5 m2

Kitchen

Opp:5,5 m2

Opp:5,4 m2

Passage Opp:3,9 m2

2.750

10.265

1.931

Opp:5,6 m2

Livingroom

Opp:20,2 m2

250

3.864

Entrance

Livingroom

Opp:14,8 m2

2.750

Bedroom

Opp:8,8 m2

250

120

Opp:8,8 m2

Bedroom

Balcony

First floor

Drawings scale 1:100 on attachement: A-03

25.250

1.015

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

ARCHITECTURE

Hogeschool van Amsterdam

University of Applied Sciences

Balcony

250 120

Type 4

25.250 250

2.875

250

120

2.875

4.115

250

1.985

2.875

140

3.020

250

2.875

250

3.020

2.875

140

250

2.970

2.875

120

250

3.020

2.875

140

1.985

250

2.875

250

4.115

120

250

120

Laundry

Opp:2,2 m2

Laundry

Opp:3,3 m2

Bedroom

Undefined

Opp:8,9 m2

Opp:2,2 m2

Bedroom Opp:11,3 m2

3.045

Opp:11,3 m2 2.750

Laundry

Opp:3,3 m2

Bathroom

Opp:3,8 m2

Opp:5,7 m2

Opp:3,8 m2

250

Bedroom

Bedroom Opp:5,7 m2

2.750

Passage Opp:3,9 m2

Passage

Kitchen

Opp:1,9 m2

Opp:5,4 m2

Kitchen

Opp:6,3 m2

Passage

Opp:6,3 m2

Kitchen

Opp:1,9 m2

Opp:5,4 m2

Passage Opp:3,9 m2

10.265

1.931

Opp:5,7 m2

Livingroom

Opp:17,3 m2

3.864

Entrance

Livingroom

Bedroom

Opp:8,8 m2

Livingroom

Opp:8,8 m2

Opp:14,8 m2

Balcony

1.015

250

120

2.750

Opp:14,8 m2

Balcony

Second floor

26.250 500

250 120

250

2.990

120

2.875 3.060

250 140

2.875 3.060

250

2.875

120

250

2.930

140

2.875

250

2.930

120

2.875

250

3.060

140

2.875 3.060

250

2.875

120

250

2.990

120

500 15

Bedroom

3.045

2.750

250

120

2.875

Undefined

Opp:9,1 m2

Bedroom

Opp:8,0 m2

Opp:7,9 m2

Passage

Bedroom

Undefined

Opp:9,1 m2

Bedroom

Opp:7,9 m2

Passage

Opp:0,9 m2

Undefined

Opp:8,0 m2

Passage

Opp:0,9 m2

FLOOR PLANS

250

Opp:0,9 m2

Height: 1800

250

B Storage

Installations Opp:8,2 m2

Opp:1,5 m2

Opp:8,3 m2

Storage

Installations

Opp:1,5 m2

Opp:8,3 m2

Installations

Storage

Opp:8,2 m2

Opp:1,6 m2

Height: 1500

2.880 80

10.300

2.750

Opp:1,6 m2

Storage

Installations

70 2.915

Water storage Opp:11,9 m2

Water storage

Opp:17,7 m2

Water storage Opp:11,9 m2

1.050

250

120

2.750

250

Third floor

Drawings scale 1:100 on attachement: A-03

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

U-block

3 250

120

2.875

250

3.170

250

2.930

140

2.875

250

3.110

2.875 70

Entrance

250

2.930

140

2.875

250

2.930

9 2.875 3.170

Entrance

250 120

120

Entrance

Bedroom or shop

2.750

250

2.875

6.130

2.875

Bedroom or shop

Undefined

Opp:9,6 m2

Bedroom or shop

Opp:8,9 m2

Opp:9,4 m2

Bedroom

Opp:9,6 m2

Bedroom

Opp:7,9 m2

3.045

120

250

2.875

Opp:7,9 m2

Commerce

Laundry

Opp:1,7 m2

Passage Opp:3,4 m2 2.750

Laundry

Opp:1,7 m2

Bathroom

Opp:3,5 m2

Kitchen Opp:6,6 m2

Passage Opp:3,4 m2

Passage

Kitchen Opp:6,5 m2

Kitchen

Opp:2,4 m2

Opp:6,6 m2

Storage

Opp:1,6 m2

Opp:1,7 m2

2.450

Laundry

100

200

6.015

250

Opp:36,7 m2

Storage Opp:1,7 m2

Commerce

Livingroom

Opp:17,7 m2

Opp:12,5 m2

Opp:12,3 m2

Livingroom

Bedroom

Opp:12,5 m2

3.045

250

Opp:6,0 m2

Entrance

Commerce Opp:21,9 m2

5.000

3.525

3.375

1.000

250

100

120

2.750

2.900

100

250

100

Commerce

Livingroom

Opp:12,5 m2

Opp:12,3 m2

Bedroom

Livingroom

Opp:6,0 m2

Opp:12,5 m2

3.045

120

Entrance

6.525

1.000

Opp:40,2 m2

100

G Storage

Opp:1,7 m2

Opp:1,6 m2

Storage Opp:1,7 m2

Kitchen

Passage Kitchen

Kitchen

Opp:6,6 m2

Bathroom Passage

Commerce

Opp:6,6 m2

Opp:2,4 m2

Opp:6,5 m2

Bathroom

Opp:3,5 m2

Opp:3,4 m2

2.450

Storage

Passage Opp:3,4 m2

Laundry

Opp:1,7 m2

Laundry

Opp:1,7 m2

5.865

Bedroom Bedroom or shop

Opp:7,9 m2

Opp:9,6 m2

Bedroom Undefined

Bedroom or shop

Opp:9,4 m2

Opp:8,9 m2

Opp:7,9 m2

Bedroom or shop Opp:9,6 m2

3.045

Opp:1,7 m2

200

Laundry

100

Opp:35,8 m2

Entrance

Drawings scale 1:100 on attachement: A-02

Hogeschool van Amsterdam

University of Applied Sciences

Entrance

120

Ground floor

25.250 250

120

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

ARCHITECTURE

Dimensions of spaces Type

House

Livingroom Kitchen Bathroom Laundry

Bedroom Storage Passage Undefined Installations Watertank Shops

0 1 2

12,5 m2 14,8 m2 14,8 m2

3,8 m2 5,4 m2 5,4 m2

3,5 m2 3,8 m2 3,8 m2

2,2 m2 2,2 m2 2,2 m2

8,8 m2 5,6 m2 5,7 m2 11,3 m2 8,0 m2

1,7 m2 1,9 m2 1,6 m2

2,5 m2 3,9 m2 3,9 m2 0,9 m2

9,0 m2 9,1 m2

0 1 2

12,5 m2 17,9 m2 17,9 m2

3,8 m2 5,4 m2 5,4 m2

3,5 m2 3,8 m2 3,8 m2

2,2 m2 2,2 m2 2,2 m2

8,8 m2 8,5 m2 8,6 m2 8,1 m2

1,7 m2 1,9 m2 1,9 m2 1,6 m2

2,5 m2 3,9 m2 3,8 m2 0,9 m2

9,2 m2 9,0 m2 9,0 m2 9,1 m2

0 1 2

12,5 m2 14,8 m2 14,8 m2

3,8 m2 5,4 m2 5,4 m2

3,5 m2 3,8 m2 3,8 m2

2,2 m2 2,2 m2 2,2 m2

8,8 m2 5,6 m2 11,3 m2 5,7 m2 8,1 m2

1,7 m2 1,9 m2 1,6 m2

2,5 m2 3,9 m2 3,9 m2 0,9 m2

9,0 m2 9,1 m2

0 1 2

12,5 m2 20,2 m2 17,3 m2

5,7 m2 5,5 m2 6,3 m2

3,5 m2 3,8 m2 5,7 m2

2,0 m2 2,2 m2 3,3 m2

6,0 m2 8,7 m2 8,7 m2 7,9 m2

2,4 m2 1,8 m2 1,5 m2

2,5 m2 1,0 m2 1,9 m2 0,9 m2

9,0 m2 8,9 m2 8,9 m2 9,1 m2

0 (x2) 1 (x2) 2 (x2)

12,5 m2 14,8 m2 14,8 m2

3,8 m2 5,4 m2 5,4 m2

3,5 m2 3,8 m2 3,8 m2

2,2 m2 2,2 m2 2,2 m2

8,8 m2 5,6 m2 11,3 m2 5,7 m2 8,1 m2

1,7 m2 1,9 m2 1,6 m2

2,5 m2 3,9 m2 3,9 m2 0,9 m2

0 (x2) 1 (x2) 2 (x2)

12,5 m2 14,8 m2 14,8 m2

3,8 m2 5,4 m2 5,4 m2

3,5 m2 3,8 m2 3,8 m2

2,2 m2 2,2 m2 2,2 m2

8,8 m2 5,6 m2 11,3 m2 5,7 m2 8,0 m2

1,7 m2 1,9 m2 1,6 m2

2,5 m2 3,9 m2 3,9 m2 0,9 m2

9,0 m2 9,1 m2

0 (x2) 1 (x2) 2 (x2)

12,5 m2 20,2 m2 17,3 m2

5,7 m2 5,5 m2 6,3 m2

3,5 m2 3,8 m2 5,7 m2

2,0 m2 2,2 m2 3,3 m2

6,0 m2 8,8 m2 8,8 m2 7,9 m2

2,4 m2 1,8 m2 1,5 m2

2,5 m2 1,0 m2 1,9 m2 0,9 m2

9,0 m2 8,9 m2 8,9 m2 9,1 m2

0 (x4)

12,5 m2

6,6 m2

3,5 m2

1,7 m2

7,9 m2

1,7 m2

3,4 m2

0 (x2)

12,3 m2

6,5 m2

3,5 m2

1,7 m2

6,0 m2

1,6 m2

2,4 m2

Jeroen Egberts

Tim de Rijk

11,9 m2 8,2 m2

11,9 m2

8,5 m2 8,3 m2

17,9 m2 11,9 m2

8,2 m2

11,9 m2

8,5 m2 8,3 m2

FLOOR PLANS

Commerce

17,6 m2 11,9 m2

9,0 m 9,1 m2

8,2 m2

11,9 m2

11,9 m2 8,2 m2

11,9 m2

8,5 m2 8,3 m2

17,7 m2 9,6 m2

9,4 m2

Kevin Vermeulen

152,3 m2

8,9 m2

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

ARCHITECTURE Type 2 (Example)

North faรงade

West faรงade

East faรงade

South faรงade

Drawings scale 1:100 on attachement: A-01

Hogeschool van Amsterdam

University of Applied Sciences

ELEVATIONS Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

ARCHITECTURE

Hogeschool van Amsterdam

University of Applied Sciences

TECHNICAL ANALYSIS

Skeleton build

Traditional build

Molded Construction

Accumulate build

Method

Prefab elements

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS Properties

Advantage

- Stone after stone or element after element will be topped on eachother - Mostly done by hand, but bigger elements with machinal help - Even force distribution

- Manual digestion - Flexibility during proces and using - Less preperation - Using materials from neighborhood - "Traditonal" building method

- 3 ways to molded: - 'Wall and table' formwork - Wall formwork with prefab concrete slabs - Tunnel formwork

- Labor economics - 'Fast' building time - Material economics

- Different methods: - Stuc - Walls (in combination with reinforcement) "bamboo, wood, etc.."

- Traditional building method - Moisture-regulating - Thermal insulation - Every form - Use local material (cheap, free) - 100% environmentally friendly

- Different materials: 1. Wood 2. Concrete 3. Steel

- Fast building time - Large spans - Environmentally friendly (1) - Good acoustic and thermal properties (1) - Light material (1,3) - Maintenance insensitive (2) - Flexible in use (2,3) - Recycle material (3)

- Different materials: 1. Wood 2. Concrete

- Very fast building time - Stability in the connections of the elements - Flexible in use - Great properties of insulation and moisture - Easy to build in installations - Concrete (depends on specific material)

Hogeschool van Amsterdam

University of Applied Sciences

Disadvantage

Sketches

'Reference'

- Bad soundproof - Fire

BUILDING METHODS

- Stability right-angle on the disks (elements) - Not automatic guaranteed - Many coordination and preparation - No flexibility

- Maintenance - Not waterproof

- Depending on placement (1) - Treatment surface (1) - Maintenance (1,3) - Large constructive dimensions (2) - No flexibility in enactment (2) - Thermal leaks on faรงade (2) - Sensitive for different temperatures (3)

- Long preparation - Specific preperation - Moisture sensitive (1) - Low 'sound and fire' properties (1) - Limited flexibility (2)

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

Method

Containers

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS Properties

Advantage

- Shipping containers - Steel - Different sizes: - 20 ft (6,1 m long) - 40 ft (12,2 m long) - 45 ft (13,7 m long)

- A lot of empty containers at this moment - Recycle the empty containers - Fast building time

Accumulate Molded build construction

Traditional build

Skeleton build

Prefab elements

Containers

Costs

Transport

Building time

"Machines"

Expandable

Buildings height

Integrate installations

Lifetime

Environment friendly

Recyclable

Collapsable

Maintenance

Look (Esthetical)

+ 25,5

- 5,5

- 6,5

+ 31

+ 13,5

-3

Self build

Different surfaces Different forms Materials

Fit in surroundings Total

Hogeschool van Amsterdam

University of Applied Sciences

Important

x 1,5

Less important

Not important

Disadvantage

Sketches

'Reference'

- Need machines to prepare - Always the same form - Needs flat surface - Difficult transport (on the way)

Accumulate build or Prefab elements between the construction

BUILDING METHODS

Conclusion

Construction of skeleton Possible in different materials (steel, concrete, wood, bamboo etc.)

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

Properties

Advantage

- Grass type (family) - Grows fast (up to 60 cm/day) - Making bamboo by cutting bamboo

- Natural material - Fast-growing (a lot of material) - Stronger than steel (Guadua Angustifolia) - Cheap (when it's available in the neighborhood) - Constructive - Traditional way of building - Regenerated it self - Environment friendly - Natural way of building

- Consists of surface, sand, horses shit and water - Not mechanic baked, but dried in the sun

- Good for the environment - Made without mechanic energy - Different forms - Free, can be made almost everywhere - Moisture-regulating - Thermal reversal (cold-warm) - Adobe homes are recyclable - Non-toxic - Fire-, bullet proof - Sound insulation - 'Local' building material

- Brick made of clay (baked) - Ceramic material - Popular building material - Different types of bricks (for pipes)

- Light blocks - Local building material - Cheap - Used in walls and floors (not constructive) - Fire proof - Smooth surface (not alle types) - Different forms possible (for pipes etc.) - Same sizes

- Blocks made of cement - Different types/forms of stone - Not a traditional way of building

- Local building material - Constructive - Different types/forms of stone - Fire proof - Smooth surface - Different colours

- Construction made in formwork - Dry after chemical process - Made of sand, grids and cement

- Constructive (floors, walls) - Known product - Foundation possibilities - Prefabrication possibilities - Possibility to have an open faรงade - Every form possible - Bullet proof - Long lifetime - Waterproof - Thermal accumulation - Fireproof

Concrete blocks

Tijolo blocks

Adobe

Bamboo

Material

Concrete

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS

Hogeschool van Amsterdam

University of Applied Sciences

Method

- Expensive (transport) - Constructive after 7 years - Needs special treatment - Never the same size - Difficult to assemble - Prefabrication of bamboo for assembling

- Constructional (foundation reinforcement, columns, roofs, beams) - Finishing faรงade - Prefab elements

- Surface not always arranged - Takes a lot of time to make by human - Difficult to make the right composition - Construction requires maintenance and upkeep - Homes need added insulation to maintain comfort - The walls are relative thick - Not all the same size of the adobe bricks - Difficult to make a smooth faรงade - Labour cost working with adobe is high

- Adobe bricks - Superadobe (earth bags) - Masonry

- Not bullet proof - Not constructive - Porous - Absorbs water - Fragile/weak - Not recyclable - Need constructive support in the corners

- Constructive (Tijolo Estruturais) - Non-constructive bricks to fill in the construction - Maximum 4 stories (constructive) - Masonry

- Heavy building material (construction) - Need constructive support in the corners - Long production time

- Constructive (in combination with steel and concrete support) - Masonry

- Heavy (construction) - In combination with other material support - Long curing process - Needs a supporting structure (formwork) - Air has to get out of the construction

- Molded construction (made on the building place) - Prefabrication

Jeroen Egberts

Tim de Rijk

'Reference'

Kevin Vermeulen

BUILDING MATERIALS

Disadvantage

Properties

Advantage

- Composite of cement and one or more layers of 'thin' reinforcement (chicken mesh, plastic 'fruitnets')

- Unaffected by termites - Resistant to weather - Adaptable - Does not need heavy equipment for construction - Low weight (10-25 % of the weight of comparable construction of bricks) - Does not need much maintenance costs - It will tend to fold instead of crack

- Alloy of iron and carbon - About 2500 different sorts of steel - Adaptable - High tensile and hardness

- Strong construction - Brazil produce a lot of steel - Possible to make in every form - Light material compared to blocks and concrete - Bullet proof

- Soil - Composite of clay and sand - 'Fat' loam: a lot of clay - 'Poor' loam: 60% sand

- Natural material - Local building material (traditional building system) - Regulates the humidity of the air - Fire proof

- Every sort has got his own properties - Natural product

- Traditional way of building - Produced through whole Brazil - Everything form is possible - Less weight - Easy to assemble - Good thermal properties - In other composition bigger strains possible - Natural product - Prefabrication - Panels

- Metalproduct

- Local production - Brazil is a producer of aluminium (bauxite) - Light product - Strong, durable and resistant against corrosion (except stress corrosion)

Wood

Loam

Steel

Ferrocement

Material

Aluminium

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS

Hogeschool van Amsterdam

University of Applied Sciences

Method

- Needs skilled and creative people to produce good quality - Takes time - Heavy, large structures have to be made on the site - Heavy structure needs good foundations - Needs to be very precise - Labor intensive (expensive for industrial countries) - Sound insulation

- Floors - Roofs - Panels

- Heavy weight - Expensive - Labor intensive - Not fire proof (need treatment)

- Big (skeleton) constructions - Profiles - Connecting devices - Reinforcement

- Needs to be combinated with other material (bamboo) - Not waterproof

- Faรงades of traditional livings

- Works after cutting - Needs protection against water - Not really fire proof - Sound insulation - Lower feature and pressure strength compared to steel and concrete - Maximum strain 6m - Termites

- Wood can be assembled on many ways - Constructions - Faรงades

- Is getting soft in heat

- Windows - Construction - Scaffolding - Faรงades - Roofs

Jeroen Egberts

Tim de Rijk

'Reference'

Kevin Vermeulen

BUILDING MATERIALS

Disadvantage

Properties

Advantage

- Tiles made of clay (baked) - Ceramic material - Different types

- On the roof (not constructive) - Local building material (traditional) - Fire proof - Same sizes - Waterproof - Leads the water down - Different forms and colors

- Synthetic - Many species of plastic (PVC, PE, PP, PS etc.)

- Always fitting pieces - Less maintain - Recyclable

- Crystal structure - Mixture of silicates - Most important commodity is quartz - Isotropic material

- Transparant - Water proof - Strong and hardness

- Undulating structure

- Local building material - Leads the water down - On the roof and faรงade - Waterproof

- Consists of pulverized soil and calculated amounts of portland cement and water - This is compacted to a high density

- Low cost - Easy to make - Different forms - Possible to make on the location - Usable as faรงade

Corrugated iron

Glass

Plastic

Roof Tiles

Material

Soil Cement Blocks

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS

Hogeschool van Amsterdam

University of Applied Sciences

Method

'Reference'

- Not constructive - Fragile / weak - Not recyclable - Need constructive support

- Sloping roofs

- Chemical developed product - Toxic materials inside - Not fire proof - After a while the plastic becomes hard - Need support for construction like concrete and steel - Not recyclable

- Easy to make - Sliding system for the prefabricated pieces

- Fragile - Expensive - Difficult to make roundings (and very expensive)

- Windows

- Asbestos - Poisoned substances

- Roofs - Faรงades

- Takes time to dry before you can use the blocks - Need constructive support - Not recyclable

- Constructive (when filled with concrete) - Non-constructive (between the construction) - Masonry - Faรงades

- Prefabrication, self-building, panels, building packet (IKEA), re-use materials

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

BUILDING MATERIALS

Disadvantage

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS

Bamboo

Adobe

Tijolo blocks

Concrete blocks

Concrete

Ferro cement

Steel

Loam

Self build

Costs

--*

Transport

Building time

Environment friendly

Lifetime

Constructive

Waterproof

Bulletproof

Fire proof

Isolation

Local material

--*

Knowless

Precast

Strongness

Weight

Editable

Recyclable

Re-usable

Temperature

Corrode

- 4 (+20)

+ 19

+ 32

+ 50

+ 37

+ 45

-4

Different forms Maintenance Production

Total

* = when it's available in the neighborhood it is a cheap building product because bamboo is growing very fast and is a natural product. The transport of the product is very expensive! The reason of the "- -" is the projectlocation, there is no bamboo in this neighborhood. Important

Conclusion

Less important

Not important

These results are a total conclusion of all the materials we analyzed. The products will be used in different ways, the next stap is analyse the materials for each specific use like construction, foundation, floors, faรงades and roofs. For these specific uses there are new properties to analyse.

Hogeschool van Amsterdam

University of Applied Sciences

Aluminium

Roof tiles

Plastic

Glass

Self build

Costs

Transport

Building time

Environment friendly

Different forms

Maintenance

Production

Lifetime

Constructive

Waterproof

Bulletproof

Fire proof

Isolation

Local material

Knowless

Precast

Strongness

Weight

Editable

Recyclable

Re-usable

Temperature

Corrode

+ 35

+ 44

+ 27

+ 20

+ 34

+ 41

+ 40

Total

Important

Less important

Not important

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

BUILDING MATERIALS

Corrugated Soil cement iron blocks

Wood

Green roof

Material

Properties

Advantage

- Grass or plants on the roof - Different layers (waterproof layer, rootproof layer, protective layer, drainage, filter, substrate, erosion layer, grass or plants

- Part of water cleaning system - Good for environment - 50% of rainingwater can be adopt and 'recycle' - Buffer - Insulating

Disadvantage

Method

- Heavy - Different layers (thickness of the roof)

- Roofs

Material Slabs Ferro-cement

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS

'Reference'

Properties

Advantage

- Composite of cement and one or more layers of 'thin' reinforcement (chicken mesh, plastic 'fruitnets')

- Example of Tiba - 900 kg/m2 - Dimensions: 3000x500x162 mm - Differents lenghts: 2, 3 and 4 meters - Slab is made with a frame - 7 days to prevent cracking

Disadvantage

Method

- Slabs - Roof

'Reference'

- Panels

Hogeschool van Amsterdam

University of Applied Sciences

Properties

Advantage

- Structural Insulated Panels - High performance buildings panels - Used in floors, walls and roofs - Made by sandwiching a core of rigid foam plastic insulation between two structural skins or OSB

- Very fast building time - Prefab elements or build on buildingplace - Isolation - Strong - Light elements - Easy to assemble - Possible to make pipes in the elements - Easy to finish the faรงade - Can be constructive - Easy to make openings in faรงade - Energy efficient

Disadvantage

Method

- Costs of prefabrication * - Not bulletproof without finish

- Roofs - Walls - Floors

'Reference'

BUILDING MATERIALS

SIP Panels

Material

* Depend on the using materials

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS Prefab panels The prefab panels can be used with different materials, depends on the local materials. The original panels are made of a wooden framework with on both sides a panel of 12 mm OSB. These panels are filled with an isolation material (Polystyrene). The advantage of this material is that the panels are very light and easy to make. Another property is that it has also an isolated function in warm and cold temperatures. The panels can be finished with plastern at the outside, with the plastern finish the faรงade will be waterproof. After plastered the faรงade, the residents can finish the wall with paint in their own color. Both sides of the panel can also be made of other materials, if their is an opportunitie to use local materials like bamboo, they can integrate this in the prefab panel. This will reduce the price of the panels and it is environment friendly because their is no fabrication of the OSB panels needed, the bamboo panels can be made by hand. The panels need a core to be strong enough, these core can also be made of other materials then isolation. In brazil it is not necessary to isolate the faรงade a lot. An option for the core is "honey board" of board / paper. The honey board will give the panels the strongness they needed and it can also be made on the local place.

Panels of OSB with "honey board" core

Panels of bamboo with isolation (Polystyrene) core

Hogeschool van Amsterdam

University of Applied Sciences

BUILDING MATERIALS Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS Ventilation - Ventilation is very important, it brings fresh air inside the building, but it ventilates also the warm air outside - Use natural ventilation - Based on the simple fact the warm airflow will go up - By making openings in the top of the building/rooms the heat can go out - By making openings at the bottom of the building/rooms the cool/fresh air can go inside - It is a cheap method to ventilate the building

Shadow - By the warm/hot climate it is very important to keep the sun outside - By using overhangs you can create shadow - Sun screens above the windows can be used as sunprotection, these screens can be made of different materials - Also trees can be used as sunprotection

NORTH

Orientation - The orientation of the building is very important because the heat of the sun warms mainly the westside up - The westfaรงade have to be "closed" - Make the "restrooms" at the westfaรงade

Bathroom

WEST

Entrance, livingroom, diningroom etc.

EAST

Bedroom

SOUTH

Hogeschool van Amsterdam

University of Applied Sciences

SHADOW

VENTILATION / SHADOW / ORIENTATION

REFERENCES

VENTILATION

ORIENTATION Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS

Foundation - When the houses will be build on a slope, the foundation and construction is very important - The foundation (construction) must be strong enough to carrying the building - The foundation (construction) need to be waterproof and fireproof - Make a foundation (construction) for flat surfaces but also for slopes (Generic method)

Rain & Water - Recycle / Re-use water - Catch the rain and re-use this (grey water) - When it rains in Brazil, it rains very hard, we need to protect the people against the water because it's a "danger". The water can also be positive used like in the grey water system - Make clear water by filtering

Toilet - The buildings will be connected to the sewerage, when this is not possible there is another opportunity Dry toilets - Ventilate the toilet on a natural way, the smell will disapear by a ventilationpipe - Once is a time the toilet need to be cleared - Excrement will be converted into compost

Hogeschool van Amsterdam

University of Applied Sciences

WATER

FOUNDATION / WATER / TOILET

REFERENCES

FOUNDATION VENTILATION

TOILET Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS Construction materials Wood

Bamboo

Steel

Concrete

+ 35

- 4 (+20)

+ 45

+ 50

Finish need

Strain

Thickness

Connections

Formwork

Reinforcement

+ 39

- 4 (+20)

+ 50

+ 52

Total material

Total

Faรงade materials Tijolo Bricks

Concrete Soil Cement Blocks

+ 32

+ 40

+ 19

Bamboo

Wood

Prefab SIP

Loam

- 4 (+20)

+ 35

-4

Ferro Cement

Concrete

Tijolo + Concrete

+ 37

(+ 50)

(+32 / +50)

Finish need

Strain

Thickness

Ventilation

+ 41

(+ 49)

(+32 / +50)

Total material

By using a concrete skeletconstruction, it is possible to use a lot of different materials as faรงade, the faรงade do not have to be part of the construction. The conclusion is that we can use all the materials we analyzed, but we think it's the best to use light and easy materials to make, like prefab elements. These prefab elements can easily be made by the local people in the 'new' fabric next to the projectarea.

Adobe

+ 32

Total material

Floor materials

Total material

Total

The using of concrete in floors has other properties than the main properties we analyzed in the conclusion table. This is the reason it's written like this: (xxx)

Out the resource can be concluded that ferrocement is a great material to use as floor (elements). Specially the elements of Tiba are a great solution, the floorelements are very thin, strong and cheap. The people can make the elements by themselves in the fabrics next to the projectarea. The elements are made of cement and reinforcement, the reinforcement can also be 'trash'material like plastic fruitnets. The most important reason to choose for these prefab elements are the possibilities of ventilation below the elements, it is possible to ventilate on a natural way.

Roof materials Roof Tiles

Corrugated Green Roof Iron

Total material

+ 27

+ 41

Filtering water

Isolation

+ 25

+ 39

Total

Out the resource can be concluded that concrete is the best material to use for the construction. The local people know a lot about concrete because they use it already. We will use concrete as a prefab element, these elements can be made by the people themselves (in the 'fabric' next to the projectarea). We think the costs and transport are very important to keep the solution realistic, that is another reason to choose concrete.

Hogeschool van Amsterdam

Out the resource can be concluded that a green roof has a lot of advantages to use. It is part of the filtering for the rainwater, a great isolation and environment friendly. The green roof has a nice aesthetic 'look'. In Tiba they already use this method, it is not difficult to make a green roof.

University of Applied Sciences

- Concrete slab - On slopes using concrete beams

CONSTRUCTION - Skeleton - Prefab concrete columns and beams

FACADE - Prefab elements (light material - SIP / bamboo) - "Tijolo blocks" - Plastern (finish)

ROOF - Green roof - Construction of wood

FLOORS - Ferrocement (floors of Tiba)

Green roof

Wood construction (roof)

Construction of concrete skeleton

Ferrocement (Tiba) Faรงade of prefab elements or other light materials (plastern finish) Prefab concrete beams Prefab concrete columns Concrete slab (foundation)

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

TOTAL CONCLUSION METHODS AND MATERIALS

CHOOSEN MATERIALS FOUNDATION

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL ANALYSIS

Hogeschool van Amsterdam

University of Applied Sciences

CONSTRUCTION

3.125

Ferrocement floors (galery)

Concrete beams

4125x500x162 mm

3000x250x250 mm

Concrete columns

3.000

250x250x2370 mm

Ferrocement floors 3000x500x162 mm

6250x250x250 mm

C Concrete beams

Concrete beams

6250x250x250 mm

3.000

Concrete beams

Ferrocement floors 3000x500x162 mm

125

D Concrete beams

Concrete core (Stability) (molded on buildingplace)

3000x250x250 mm

Construction floor plan - 1 : 100

+8.550

+5.700

+2.850

±0

-1.500 -2.850

9.250

1.000

6.000

9.250

Surface 0 - 5 %

3.250

1.000

9.250

Surface 5 - 15 %

250

4.000

Surface 15 - 25 %

Hogeschool van Amsterdam

5.000

9.250

University of Applied Sciences

3000x250x250 mm

Concrete beams

3000x500x162 mm

6250x250x250 mm

3000x250x250 mm

Ferrocement floors

Concrete beams

6250x250x250 mm

3000x250x250 mm

Concrete beams

Concrete beams 3000x250x250 mm

Concrete beams

3.000

Foundation on slopes - 1 : 250

19.000 3.125

9.250

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

CONSTRUCTION

Wooden beams 3125x71x271 mm

Concrete columns 250x250xDifference mm

+8.320 Concrete beams 3000x250x250 mm

Concrete columns 250x250x2600 mm

+5.470 Concrete beams

Concrete beams

3000x250x250 mm

6250x250x250 mm

3000x250x250 mm

Ferrocement floors

3000x500x162 mm

4125x500x162 mm

+2.620

Concrete beams

SECTIONS

3000x250x250 mm

Concrete columns 250x250x2370 mm

±0

Foundation of concrete slab

Construction section A - 1 : 100

+8.320 250

Concrete beams 3000x250x250 mm

Concrete columns 2.600

250x250x2600 mm

Ferrocement floors

+5.470

3000x500x162 mm

3000x250x250 mm

Concrete columns 2.600

250x250x2600 mm

8.370

250

Concrete beams

Ferrocement floors

+2.620 Concrete beams 3000x250x250 mm

Concrete beams

250

3000x500x162 mm

3000x250x250 mm

Concrete columns 2.420

250x250x2370 mm

±0

Foundation of concrete slab

Construction section B - 1 : 100

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

CONSTRUCTION

Explanation The main construction will be exist of prefab concrete elements. The local people know a lot about concrete because they use it already. We will use concrete as a prefab element, these elements can be made by the people themselves (in the 'fabric' next to the projectarea). In the prefab elements there is reinforcement to get the needed strain. By making a calculation we concluded that we need a dimension of 250x250mm by the columns and beams. The beams can strain 3000mm with the reinforcement of steel. The needed steel is calculated. The stability of the house will be get out of the core around the staircase. The walls of the core will be made of concrete that is molded on the buildingplace. The walls will be made right-angle on eachother. To prevent rotation / twisting of the building we make a third wall right-angle on the other 2 walls. The core will be extend on every level. On this way we create the stability of the house. The roof of the houses will be made on wooden beams. Green roofs are very heavy so we have to calculate the wooden beam. After calculating the wooden beam we concluded that the beams needs a dimension of 71x271mm, with a strain of 3000mm.

4 2

Hogeschool van Amsterdam

University of Applied Sciences

250

Details Construction

500

250 50

150

Prefab concrete column 2600x250x250 mm

Prefab concrete column 2370x250x250 mm

Prefab ferrocement elements

+5.632

3000x500x162 mm

Reinforcement of steel Ø 10 mm

162

Prefab made in column

Reinforcement of steel Ø 10 mm Prefab made in column

412

+5.470

Reinforcement of steel Ø 10 mm

Prefab made in beams 250

Molded in foundation

Molded concrete on building place

+5.220 -50 Reinforcement of steel Ø 10 mm Prefab made in column

200

Reinforcement of steel Ø 10 mm

300

Prefab made in column

Prefab concrete column

100

2370x250x250 mm

DETAILS

Foundation of concrete slab

Stable surface

Detail 1 - Foundation

200

Detail 2 - Floor 1

250 250 100

100

500

Prefab concrete column 2600x250x250 mm

Molded concrete on building place Ventilated during molding

144

Strip Molded concrete on building place

Prefab panel - 12 mm OSB - 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene - 12 mm OSB

Prefab ferrocement elements

+5.632

Pin of steel

412

+9.700

3125x71x271 mm

+5.470

144

Wooden beam

120

162

45x1 20

3000x500x162 mm

250

Ø 15 mm

+5.220

Reinforcement of steel Ø 10 mm Prefab made in beams

Reinforcement of steel Ø 14 mm Prefab made in column

Prefab concrete column changeable x250x250 mm

Prefab concrete column 2370x250x250 mm

Detail 4 - Roof

82,5

Detail 3 - Floor 2

250

150

250

Drawings scale 1:5 on attachement: C-01

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

CONSTRUCTION

Start with different prefab elements with reinforcement 1: The concrete beams with the curved reinforcement will lay down on the prefab concrete column 2: The concrete beams with the straight reinforcement will lay down on the prefab concrete column 3: The open space will be molded with concrete, on the building place 4: The next column will topped up over the reinforcement (sticks out). By an opening the column will also be molded with concrete on the building place

Hogeschool van Amsterdam

University of Applied Sciences

Calculation concrete beam Height: Width: Strain: Peg roof + construction: Pchangeable: qeg beam = qeg beam = qed =

250mm 250mm 3000mm 5 kN/m² 1 kN/m² l = 3000 mm

1 x w x h x 24 1 x 0,25m x 0,25m x 24kN = 1,5 kN/m¹

qed =

Ypermanent weight (qeg beam + Peg roof x h.o.h. beam) + Ychangeable weight (qvar roof x h.o.h. beam) 1,2 (1,5kN+5kN/m²x3m) + 1,5 (1kNx3m) = 24,3 kN/m¹

Med =

1/8 x 24,3 kN/m¹ x 3² = 27,4 kN/m

As =

Mrd fyd x 0,9 x d

Med fyd x 0,9 x d

27,4 x 106 435 x 0,9 x 210

333,3mm² 3 x Ø 12mm 250mm Ø 8mm

5 x q x l4 384 ExI 5 x 22,5 x 30004 384 10000 x 1/12 x 250 x 2503

= 7,29

Ø 8mm Ø 12mm

l = 12 250

Calculation wooden beam Length: Widht: qroof: qwind: Safety class: Climate classe II kmod: Wood type:

qed = qed =

M W

3000mm /6 x h 2 kN/m² 1 kN/m² 1,2 0,85 C24 24 x 0,85=17N/mm² 1,2 1

l = 3000 mm

W = 1/6 x b x h2

< 17N/mm²

71mm

Ypermanent weight (qeg beam + Peg roof x strain) + Ychangeable weight (qvar roof x strain) 1,2 (0,2kN+2kN/m²x3m) + 1,5 (1kNx3m) = 11,94 kN/m¹

md =

/8 x q x l² = 1/8 x 11,94 x 3² = 13,43 kN/m

271mm

CALCULATION

Deflection U =

Ø 12 mm Ø 8 mm Ø 8 mm Ø 8 mm

250mm

Reinformence bottom = Brackets = Reinformence top = Reinformence middle =

13,43 x 106 x 36 = 305 mm 17

M W

< 17N/mm²

Deflection U =

13,43 x 106 = 15,45N/mm2 /6 x 71 x 2712

5 x q x l4 384 ExI

0,004 X l

5 x 9,6 x 31254 = 9,20 < 12,5 384 11000 x 1/12 x 71 x 2713

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

CONSTRUCTION

Hogeschool van Amsterdam

University of Applied Sciences

TECHNICAL SOLUTIONS

12.750

150

250

800

120

162

800

2.875

250

4.115

250

1.450

800

3.290

875

2.875 250

625

1.985

625

250

800

140

3.125

1.450

1.985

2.875

250

800

4.110

Window A

875

Grid

250

800

150

800

3.170

125

Construction 250

Façade / openings

120

Walls

120

Walls

Entrance

Door A: 800

Window A

4+vert.

Doors and windows of aluminium

750

250

2.750 250 400

100 400 250

2.450 100

- 12 mm OSB - 46 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB

150

Not constructive wall Prefab elements 70 mm

800

Window A

350

800

Window A

Door B: 800

2.750

2.750 250

Constructive concrete wall 150 mm (incl. reinforcement) Molded on building place

Stair of concrete (Prefab)

250

- 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

2.915

2.750

1.115

Door B: 800

Not constructive wall Prefab elements 120 mm 3.000

300

Door B: 800

300

Door B: 800 Door B: 800

Window A

880

1.055

Door B: 800

Window A

1.930

Constructive concrete wall 100 mm (incl. reinforcement) Molded on building place

2.880 70

400 250

250

300

Door B: 800

300

800 350 800

2.750

3.000

9.250

1.055

200

250 400

250

B 1.115

Window A

waterdrain

Ø70mm

Window A

Door A: 800

waterdrain 850 70mm

Entrance

Window A

waterdrain

1.000

Window A

Ø70mm

waterdrain Ø70mm

Entrance

120

3.170 800

475

2.875

70 800

400

250

2.910 125

800

150

800

2.875

150 162

800

38 130

150

250

400

1.915 120

150

4.115

1.850

120

905

250

1.850

150

875

250

15 250

Ground floor (Type 2)

Hogeschool van Amsterdam

University of Applied Sciences

800

120 162

800

2.875

150

800

125

250

Walls

250

Façade / openings

Construction

120 15

Window A

Façade / openings

120 250

Window A

1.000

250

Sunprotection with lamels of aluminium

700

1.900

700

- 20 mm Plastern - 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

2.750

Not constructive wall Prefab elements 140 mm

3.045

2.750

3.000

2.750

750

Door A: 800

Drawings scale 1:50 on attachement: D-01

162 4.115

Entrance Window A

125

250

Walls

800

3.125

1.075

120

Façade / openings

125

Overal

3.125

2.875

250

Construction

3.125

250

120

250

Grid 125

250

Overal

125

250

125

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS

12.750

3.030

250

1.450

120

965

800

2.875 250

625

1.985

625

250

800

140

1.985

1.450

2.875

250

965

125

1.000

250

800

120

Grid

1.075

Construction

250

3.030

120

Façade / openings 15

Walls

250 200 100 2.450

waterdrain Ø70mm

475

2.875

800

400

250

150 400

800

475

2.875

800

400

130

150

250

6.150 800

waterdrain Ø70mm

Balcony

120 400

150

100 waterdrain Ø70mm

Window A

1.915 120

150

1.850

120

1.850

150

875

250

67 800 38

875

250

2.990 250

400

800

475

2.875

120 800

400

250

Walls

250

Façade / openings

Construction

2.750

waterdrain Ø70mm

Window A

Construction

Door A: 800

Façade / openings

Window A

Balcony

250

3.864

waterdrain Ø70mm

2.750

Door A: 800

120

Sunprotection with lamels of aluminium

Window A

250

Constructive concrete wall 150 mm (incl. reinforcement) Molded on building place

Walls

2.915 120 15

2.915 120

250

Stair of concrete (Prefab)

Doors and windows of aluminium

1.000

250

2.750

3.000 125

- 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

Window A

FLOOR PLANS

2.995 38 250 400

120 70

250

Door A: 800

Entrance

Not constructive wall Prefab elements 120 mm

1.931

- 12 mm OSB - 46 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB

1.550

- 20 mm Plastern - 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

800

Window A

Not constructive wall Prefab elements 70 mm

Not constructive wall Prefab elements 140 mm 750

300

Door B: 800

300

Constructive concrete wall 100 mm (incl. reinforcement) Molded on building place

1.115

750

Window A

2.880 70

1.055

Window A

2.880 70

800 350

1.055

400

800 250

300

Door B: 800

300

120

400

250 2.750 250

3.000

9.250

800

Door B: 800

1.900

2.995 38

800

Door B: 800

2.750

750 1.912

750

1.115

250

120

Window A

250

Window A

Wooden balustrade height: 900 mm

250

2.875

250

3.125

Walls

1.000

3.125

1.912

2.750

3.000

250

800

120

1.075

120

1.075

Overal

3.125

2.875

250

Façade / openings

3.125

250

120

Construction

250

Grid 125

250

Overal

125

First floor (Type 2)

Drawings scale 1:50 on attachement: D-01

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

12.750

250

800

1.000

3.125

2.875

250

1.450

800

3.125

2.875 250

625

250

800

1.450

120

3.030

120

965

1.985

140

1.985

120

3.030

120

965

1.985

140

1.985

2.875

250

400

800

965

Grid

250

475

800

400

4.115 3.080

Construction 250

Façade / openings

120

Walls

120

Walls

Window A

250

Window A

120

Window A

250

Window A

Wooden balustrade height: 900 mm

2.750 250 200 100

800

100 waterdrain Ø70mm

waterdrain

475

2.875

800

400

250

150 400

800

475

2.875

800

400

130

150

250

6.150 800

waterdrain Ø70mm

Balcony

120 400

Window A

Ø70mm

1.915 120

150

1.850

120

1.850

150

4.115 67 800 38

875

250

400

250

2.750

waterdrain Ø70mm

Window A

Second floor (Type 2)

Hogeschool van Amsterdam

University of Applied Sciences

800

120 475

2.875

800

400

250

Walls

250

Façade / openings

Construction

Door A: 800

Façade / openings

Window A

Balcony

250

3.864

waterdrain Ø70mm

2.750

Door A: 800

120

Sunprotection with lamels of aluminium

Window A

250

Constructive concrete wall 150 mm (incl. reinforcement) Molded on building place

Walls

Window A

150

250

Door A: 800

120 15

2.915 120

250

Stair of concrete (Prefab)

Doors and windows of aluminium

1.000

250

- 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

2.750

3.000

D 2.450

6.980

Entrance

Not constructive wall Prefab elements 120 mm

2.750 250

Stair of wood (Prefab)

1.931

Window A

1.115

750

- 20 mm Plastern - 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

400

Door B: 800

300

Not constructive wall Prefab elements 140 mm

Stair of wood (Prefab)

- 12 mm OSB - 46 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB

400

1.055

Window A

350 250

800

2.750 250

3.000

9.250

1.055

2.880

800

Window A

1.115

Not constructive wall Prefab elements 70 mm

300

Door B: 800

300

120

400

250

Door B: 800

3.045

2.995 800 38

Constructive concrete wall 100 mm (incl. reinforcement) Molded on building place

1.550

1.912

2.750

3.000

750

1.930

750

Drawings scale 1:50 on attachement: D-01

125

Walls

15 120

1.075

Overal

3.125

2.875

250

Façade / openings

3.125

250

120

Construction

250

Grid 125

250

Overal

125

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS

120

475

800

400

3.000 2.044

Window A

886

250

2.037

250

838

3.050

140

3.050

120

3.050

140

3.050

120

400

800

475

800

400

3.000 886

Grid

250

2.044

Window A

Construction 250

500

Façade / openings

120

Walls

120

Walls

Window A

Sunprotection with lamels of aluminium

- 12 mm OSB - 46 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB

- 20 mm Plastern - 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

Door C: 800

1.018

1.115

Door C: 800

1.055

Height: 1800mm

300

Door C: 800

1.055

1.115

Height: 1500mm

2.880 70

2.450

2.880 70

S Stai ir of of wo ood d Stair wood ((Pre efa ab a b) b (Prefab)

150

800

120

120 15

waterdrain Ø70mm

2.750

waterdrain

waterdrain Ø70mm

Ø70mm

waterdrain Ø70mm

Construction

250

2.915

Green roof - Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel

1.050

250

125

800

- 12 mm OSB - 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene - 12 mm OSB

2.750

3.000

2.915

100

2.750

Sta air of of w woo od d Stair wood (Prrefa ab) b) (Prefab)

250

3.000

9.250

Door B: 800

Not constructive wall Prefab elements 70 mm

Not constructive wall Prefab elements 140 mm

- 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

Constructive concrete wall 100 mm (incl. reinforcement) Molded on building place

2.875

Door B: 800

1.957

250

120

Door C: 800

2.037

2.875

Not constructive wall Prefab elements 120 mm

B 250

838

250

Window A

Windows of aluminium

3.045

2.750

3.000

800

2.875

125

2.750

400

250

3.125

250

2.875

3.125

300

Walls 15 120

Walls 15

Construction

538

120

Grid 125

250

Overal

250

Overal

3.125

250

3.125

100

125

FLOOR PLANS

3 13.750

200

120

6.150

250

150

2.875

150

2.875

1.915

1.850

150

4.115

875

250

120

2.875

250

Walls

Construction

250

Third floor (Type 2)

Drawings scale 1:50 on attachement: D-01

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

+12.159roof

Green roof - Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm

141

+11.304con.

+10.650window

- 12 mm OSB - 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene - 12 mm OSB

Door C

+9.450 Window A

Window A

900

Wooden balustrade

Window A

+9.350window

Wooden balustrade

Tijolo blocks (In future plastern)

+8.320con. +8.070con. 250

Plastern

+7.800window

2.600

Window A

+6.500window

Sunprotection with lamels of aluminium

+6.600 Window A

Window A

Tijolo blocks (In future plastern)

+5.470con. +5.220con.

Plastern

+3.750

Wooden balustrade

Window A

900

Window A

+4.950window

+3.650window

Wooden balustrade

+2.620con. +2.370con.

Plastern

250

Plastern

250

Tijolo blocks (In future plastern)

Wooden balustrade

2.600

Window A

900

Window A

Plastern

500

250

Window A

Plastern

2.875

250

+2.100window

Door A

Window A

Tijolo blocks (In future plastern)

2.875

250

2.875

Window A

250

University of Applied Sciences

2.875

250

+800window

-50

Tijolo blocks

North faรงade (Type 2)

Hogeschool van Amsterdam

2.420

Door A

Drawings scale 1:50 on attachement: D-02

2.984

Door C

900

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS

500

+12.159roof

Green roof - Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm

+11.304con.

+10.500

2.984

- 12 mm OSB - 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene - 12 mm OSB

+9.696

+9.038roof

+8.892

+7.800window

+6.500window

2.850

Sunprotection with lamels of aluminium

+6.600 900

Window A Wooden balustrade

2nd flr

+5.700

+5.470con. +5.220con.

Tijolo blocks (In future plastern)

250

Tijolo blocks (In future plastern)

+4.950window

2.600

Tijolo blocks (In future plastern)

+3.650window

2.850

Door B

+3.750

+2.850

Wooden balustrade

900

Window A

ELEVATIONS

+8.320con. +8.070con.

Tijolo blocks (In future plastern)

250

Tijolo blocks (In future plastern)

2.600

Tijolo blocks (In future plastern)

1st flr

+2.620con. +2.370con.

Plastern

Window A

-50

Plastern

1.000

250

2.420

2.900

250

Plastern

Window A

Plastern

2.750

250

+800window

-50

Plastern

2.750

+2.100window

2.750

250

1.217

East faรงade (Type 2)

Drawings scale 1:50 on attachement: D-02

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

+12.159roof

Green roof - Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm

+11.304con.

+10.500

2.984

- 12 mm OSB - 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene - 12 mm OSB

+9.696

250

+8.320con. +8.070con.

Plastern

+7.800window Door B

2.850

+6.600

+6.500window

+6.600 Window A

900

Window A

900

2.600

Sunprotection with lamels of aluminium

Wooden balustrade

+5.7002nd flr

250

+5.470con. +5.220con.

Plastern

+4.950window

+3.750

+3.650window

+3.750 Window A

900

Window A

900

2.600

2.850

Door B

Wooden balustrade

+2.8501st flr Plastern

Plastern

+2.100window

2.900

250

+2.620con. +2.370con.

+800window

Window A

-50

Tijolo blocks (In future plastern)

1.250

250

2.750

Window A

Tijolo blocks (In future plastern)

250

2.750

250

2.750

West faรงade (Type 2)

Hogeschool van Amsterdam

-50

Tijolo blocks (In future plastern)

Drawings scale 1:50 on attachement: D-02

+9.038roof

+8.892

2.420

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS

University of Applied Sciences

250

1.000

+12.159roof Green roof - Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm - 12 mm OSB - 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene - 12 mm OSB

+9.038roof

Window A

Door A

Window A

Tijolo blocks (In future plastern)

Staircase Molded concrete

Window A

Door A

Window A

+6.500window

Window A

+6.600 900

+7.800window

Wooden balustrade

2nd flr

+5.700

+5.470con. +5.220con. Plastern

Window A

Door A

Window A

Plastern

Plastern Door A

Window A

250

Plastern

+4.950window

2.600

Ferrocement floorelements

+3.650window

Window A

Sunprotection with lamels of aluminium

900

+3.750

+2.850

Wooden balustrade

1st flr

+2.620con. +2.370con. 250

Ferrocement floorelements

Window A

Door A

Window A

-50

Tijolo blocks (In future plastern)

250

2.875

Tijolo blocks (In future plastern)

250

2.875

130

120

1.850

120

905 250

2.875

250

+800window

-50

Plastern

+2.100window

Window A

2.420

Window A

500

ELEVATIONS

Plastern

250

Plastern

2.600

+8.320con. +8.070con.

500

South faรงade (Type 2)

Drawings scale 1:50 on attachement: D-02

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

+12.159roof Green roof - Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm

Ventilation pipe

12.0 60

Not constructive wall Prefab elements 120 mm

1.800

- 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

- 12 mm OSB - 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene - 12 mm OSB

+9.038roof +8.5503rd flr +8.320con. +8.070con.

Ferrocement floors 3000x500x162 mm

Concrete beams

2.850

3000x250x250 mm

Ferrocement floors 3000x500x162 mm

+5.7002nd flr +5.470con. +5.220con.

900

+2.8501st flr +2.620con. +2.370con.

Ferrocement floors 3000x500x162 mm

2 Sunprotection with lamels of aluminium

2.900

Not constructive wall Prefab elements 70 mm - 12 mm OSB - 46 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB

Âą0 300

Foundation of concrete slab

Section A-A (Type 2)

Drawings scale 1:50 on attachement: D-03

2.850

900

8 Wooden balustrade height: 900 mm

900

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS

Hogeschool van Amsterdam

University of Applied Sciences

-50

+12.159roof Green roof - Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm

Ventilation pipe

12.0 60

- 12 mm OSB - 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene - 12 mm OSB

1.800

Wooden balustrade height: 900 mm

+9.038roof

Ferrocement floors

3000x500x162 mm

2550x500x162 mm

+8.5503rd flr +8.320con. +8.070con.

Concrete beams Constructive concrete wall 150 mm (incl. reinforcement) Molded on building place

15 Ferrocement floors

Ferrocement floors

3000x500x162 mm

2550x500x162 mm

2.850

Constructive concrete wall 100 mm (incl. reinforcement) Molded on building place

Wooden balustrade height: 900 mm Concrete slab (molded on building place)

+5.7002nd flr +5.470con. +5.220con.

Stair of concrete (Prefab)

2.850

Sunprotection with lamels of aluminium

SECTIONS

3000x250x250 mm

- 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

Ferrocement floors

3000x500x162 mm

2550x500x162 mm

Concrete slab (molded on building place)

+2.8501st flr +2.620con. +2.370con.

Stair of concrete (Prefab) Not constructive wall Prefab elements 70 mm

2.850

Not constructive wall Prefab elements 120 mm

Ferrocement floors

- 12 mm OSB - 46 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB

Âą0

-50 300

Foundation of concrete slab

Section B-B (Type 2)

Drawings scale 1:50 on attachement: D-03

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

Ventilation pipe

Not constructive wall Prefab elements 140 mm - 20 mm Plastern - 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

Sunprotection with lamels of aluminium

- 12 mm OSB - 120 mm Wooden framework (h.o.h. 425mm) between Polys - 12 mm OSB

+8.5503rd flr +8.320con. +8.070con.

Ferrocement floors 3000x500x162 mm

2.850

Not constructive wall Prefab elements 70 mm

900

- 12 mm OSB - 46 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB

+5.7002nd flr +5.470con. +5.220con.

Ferrocement floors 3000x500x162 mm

Concrete beams

Wooden balustrade height: 900 mm

900

2.850

3000x250x250 mm

+2.8501st flr +2.620con. +2.370con.

Ferrocement floors 3000x500x162 mm

2.850

Not constructive wall Prefab elements 120 mm - 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

Âą0

-50 300

Foundation of concrete slab

Section C-C (Type 2)

Drawings scale 1:50 on attachement: D-03

Green roof - Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm

900

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS

Hogeschool van Amsterdam

University of Applied Sciences

Green roof - Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm - 12 mm OSB - 120 mm Wooden framework (h.o.h. 425mm) between Polys - 12 mm OSB

1.000

Sunprotection with lamels of aluminium

Not constructive wall Prefab elements 140 mm

Stair of wood (Prefab)

- 20 mm Plastern - 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

1.000

Stair of wood (Prefab)

2.850

3000x500x162 mm

+5.7002nd flr +5.470con. +5.220con.

Ferrocement floors 3000x500x162 mm

Concrete beams 3000x250x250 mm

2.850

Not constructive wall Prefab elements 70 mm - 12 mm OSB - 46 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB

Not constructive wall Prefab elements 120 mm

+2.8501st flr +2.620con. +2.370con.

Ferrocement floors 3000x500x162 mm

2.900

- 12 mm OSB - 76 mm Wooden framework (h.o.h. 900 mm) between PS - 12 mm OSB - 20 mm Plastern

SECTIONS

+8.5503rd flr +8.320con. +8.070con.

Ferrocement floors

Âą0

-50 300

Foundation of concrete slab

Section D-D (Type 2)

Drawings scale 1:50 on attachement: D-03

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS

Heat goes up

Rain is

Ventilation Heat goes out

flowin g dow n to th e wa terta nk

Rain

Watertank

Shadow

Ventilation Heat goes out

Shadow

Gallery

Sun screans

nk terta e wa th to down wing is flo

Gallery

Fresh air goes in

Sun screans

Shadow

Sunprotection The overhangs of the building create a lot of shadow, this is important because the brazilian climate is very hot. To 'close' the other site of the building, there are sunscreens in front of the windows, on this way the heat can not go in. To create a nice climate inside the building we also use a green roof, a green roof has a very good isolation. Ventilation By using the floorelements of ferrocement (Tiba), it is possible to ventilate the building on a natural way. Because the form of the element is a rounding, below the elements the air can flows through it. In this way the heat air can go out en the fresh air can go in. By the windows in the faรงade it is also possible to ventilate. Rain water The building will use a grey water system. The rain water will be catch and store in a watertank, the water will be cleaned. The whole building can use the water from the watertank for the shower or toilet.

Hogeschool van Amsterdam

University of Applied Sciences

TECHNICAL SOLUTIONS Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS Grey water system In the social housing project there will be a grey water system integrated. Most of the houses use the "clean water" to flush the toilets, this is an average of 30 liters a day per person. In these houses the toilets will flush with grey water (filtered rain water), in every house is also a grey water tap (not for drink water).

Dirt water

Opening Waterpump Tap

Overflow

+9.038Roof

Watertank

Grey water

+5.7002nd flr

Grey water

+2.8501st flr

Grey water

Âą0 Sewerage

100

Hogeschool van Amsterdam

University of Applied Sciences

Working grey water system When the rain falls down on the green roof, a part of the water will be absorbed by the sedum. The other part will be filtered in the sand layer, and flow down through the grit into the drainage pipe. The clean filtered water will be cached up in a water tank made of ferro cement, the dirt water will be removed by the water drain. When the tank is filled with grey water, the rest of the water will be transported to the water drain and go to the sewer. The filtered water from the tank will flow through the pipe that is integrated in de ferro cement floor to the pipe shaft, there it will divide among the houses. - Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm

Drainage

- Sedum - Earth - Waterproof plastic - Prefab panel 144mm

Strip

Dirt w ater

12 mm OSB 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene 12 mm OSB

Dirt w ater

+9.038Roof

Filter grit/dirt

45x90

340

Wooden beam Prefab concrete column 572x250x250 mm

Watertank

45x1 20

400

3125x71x271 mm

+8.643Panel

Overflow Ă&#x2DC; 40mm

Dirt water +8.550Floor

12 mm

1.000

127

- Prefab panel 100 mm 12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

Dirt water

38x76

250

230

Ferrocement

GREY WATER SYSTEM

Grey wate r

39 12 1 20 1 2 30

30 35

12 mm OSB 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene 12 mm OSB

100 15

12 15 20 10

+8.320Beam

- Plastern - Waterdrain Ă&#x2DC; 70mm

250

The watertank has an average size of 10 square meters, the height will be 40 centimeter, but can be filled for maximum 35 centimeter. The watertank has a capacity of 3500 liter. Residents will be used for flushing the toilet an average of 25 liters per day, if there live 10 people in one module they need 250 liters a day. When the people use the grey water also for cleaning, feed the plants, etc. with an average of 15 liters per person they will use together 150 liters a day. The residents will spend together 400 liter grey water per day, so that means that they can use the grey water for 9 days, without raining.

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

101

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS Ventilation system In Brazil it is very important to ventilate the living areas of the houses. The air in the houses need to be fresh but most of all, a good ventilation principle gives a better (cooler) climate. In the social housing project the houses will be ventilated as much as possible with a natural ventilation principle. When the bathroom will not be ventilated enough on a natural way, the ventilation will switch over on the mechanic ventilation system.

+9.038roof Mechanic ventilation, when necessary Ventilation

+5.7002nd flr Ventilation V-01

V-02

+2.8501st flr Ventilation

Âą0

102

Hogeschool van Amsterdam

University of Applied Sciences

Working ventilation system The floors of the stories will be exist of elements, these elements are made of curved ferrocement, which will give openings in the faรงade and inside walls. Most of these openings will be closed, but where it is necessary to ventilate there will be an prefab element placed, with integrated ventilation grids. The ventilation grid on the outside of the faรงade keeps the rain outside, on the inside the ventilation grid can be opened and closed by the residents themselves.

12 76 12

250 115

115

Plastern Prefab panel 100mm 38

20 15 10

- Finish floor - Kokos isolation - Ferrocement elements

38 30

230

Po llu te d

ai r

Ventilation grid Ventilation grid (closable)

+5.470con.

38x76

+5.7001st flr

Ventilation 162

Fr es h

ai r

162

ntilation grid

38x76

Ventilation

230

38x76

3000x500x162 mm Filled in with "trash"

+5.7001st flr

2 mm OSB 6 mm Wooden framework h.o.h. 900mm) between Polystyrene 2 mm OSB

ntilation grid osable)

+5.470con.

- Finish floor - Kokos isolation - Ferrocement elements

Prefab element

3000x500x162 mm Filled in with "trash"

+5.220con. 38x76

V-01

V-02

115

250

20 15

- Waterdrain ร 70mm - Plastern - Prefab panel 100mm 12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

The float of the air depends on the wind direction and the position of the sun. If the residents want/need more fresh air they can also open the widows.

VENTILATION SYSTEM

250 15

The bathroom will be ventilated with a special method. The bathroom is often located in the middle of the building, this means that there are no windows in this room. In the shaft near the bathroom there will be a thick black pipe that sticks out of the roof (1 meter). The pipe that sticks out of the roof will be warmed up by the sun, the heated air will flow up and attracts fresh air in the bathroom. In cloudy weather or when it`s dark, a sensor will switch over on mechanical ventilation.

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

103

104

Pipes and drains In the social housing project there will be a lot of pipes, like drains, (grey) water-, electricity- and ventilation pipes. To organize all these pipes we built a pipe shaft, these shaft is located in the middle of the house, near the bathroom and kitchen. To make the floor plans flexible there will be two pipe shafts each house, when the residents change there floor plans there is an option to give the wet areas another place.

6.500 125

3.125 140

2.055

3.125

125

4.115 Entrance

120

1.900

3.000

1.075

125

120

Kitchen

3.000

1.930

Pipe shaft

Bathroom

850

10.250

2.865 15

120

3.000 125

150

Entrance 1.000

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS

Hogeschool van Amsterdam

University of Applied Sciences

Pipe shaft

120

Electricity

Water

Grey water Drain

Ventilation pipe

Ø 12 mm

Ø 15 mm

Ø 40 mm

Ø 150 mm

Ø 110 mm

900

PIPES & DRAINS

100

200

The pipe shaft will extend over al the levels till the installation room on the 3th floor. In the shaft is enough space for all the pipes and drains for these houses. The dimension of the pipe shaft depends on the prefab ferrocement elements. The elements needs to be supported by a concrete wall. When we use a length of 2 floor elements (2 x 500mm) and a width of 200 mm, there is space enough for all the pipes and drains. When the pipes and drains are placed on the right position the opening can be closed by the prefab wall element. In this wall there will be a small door/opening to repair, add or change pipes and drains.

100

162

30 38

In the floor between the prefab Ferrocement elements there is an opportunity to integrate some of the pipes, like drains, water- and electricity pipes.

- Drain Ø 40 mm

- Water Ø 15 mm

- Electricity Ø 12 mm

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

105

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS

106

Sun protection In Brazil it`s very important to design sun protection elements that keeps the heat of the sun out of the houses. In the social housing project the houses will keep the heat of the sun outside by using overhangs, balconies and horizontal lamells. Also the green roof is a good isolation element, and provides the houses for a better living climate.

Sunlight

+9.038roof

+8.5503th flr

Shadow

+5.7002nd flr

Shadow

Shadow +2.8501st flr

Shadow Aluminium lamels

Aluminium lamels

Shadow

Hogeschool van Amsterdam

Âą0

University of Applied Sciences

Working horizontal lamels The horizontal lamels keep the sun outside the building when it`s needed. When the sun is located on a lower position it is possible to turn or close the lamels. By opening the lamels the sun light can come inside the building. There will be one type of element that will operate horizontal lamel sun protection, that will fit on the used windows. The horizontal lamels will be made of aluminium and can be made in the factory near the building place. Another advantage of the horizontal lamels is that the elements gives a protected function and helps to keep the intruders outside.

Sunprotection

Lamels of aluminium

Sunprotection

Frame of aluminium

SUN PROTECTION

Sunprotection

LAMELS OPENED

LAMELS HALF OPENED

LAMELS CLOSED

- Sun light in building

- No sun light in the building

- Heat inside

- Keep the heat outside

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

107

DETAILS

800window

- Plastern - Prefab panel

Sunprotection

Lamels of aluminium

Frame of aluminium

15 120

140 250

12 76 12

38x76

12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

Window of aluminium

100x70 mm

sash window (vertical)

120

115

12 76 12

115

Window-frame of aluminium

250 15

- Plastern - Prefab panel 100mm

45x45 mm

12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

Sunscreen prefab made on window from inside (safety)

+2.100window

Detail 3

Sunscreen prefab made on window from inside (safety)

38x76

Window-frame of aluminium 100x70 mm

140

- Plastern - Prefab panel

Prefab concrete column

Sunprotection Lamels of aluminium

12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

2370x250x250 mm

150

100

Hinge

Wooden door

Door-frame of aluminium

Sunprotection

100x70 mm

Handle to open or close

1.300window

Detail 4

Window of aluminium Sash window (vertical) 45x45 mm

100 20

- Plastern - Prefab panel

DETAILS

38x76

250

38x76

800

12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

38x76

Door-frame of aluminium 100x70 mm

2.100

Wooden door

+800window

Window-frame of aluminium 100x70 mm

38x76

- Plastern - Prefab panel 100mm 12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

- Finish floor - Foundation of concrete slab

Âą0 -50

Detail 2

Detail 4 vert.

Drawings scale 1:5 on attachement: D-04

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

109

TECHNICAL SOLUTIONS 20

250

12 76 12

115

12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

- Plastern - Prefab panel 100mm

+5.7001st flr

+5.7002nd flr 38

38x76

12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

162

230

38x76

Ventilation grid Ventilation grid (closable)

+5.470con. +5.470con.

- Finish floor - Kokos isolation - Ferrocement elements Prefab concrete beam

3000x500x162 mm Filled in with "trash"

Prefab concrete beam 3000x250x250 mm

3000x500x162 mm Filled in with "trash"

3000x250x250 mm

+5.220con.

+5.220con. 38x76

38x76

12 76 12

115

250

Detail 5

- Finish floor - Kokos isolation - Ferrocement elements

250

Detail 6 160

162

250 115

100 12

35 15

33 0

25 0

- Waterdrain Ă&#x2DC; 70mm - Plastern - Prefab panel 100mm

+2.620

500

12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

+2.370 250

Âą0

- Finish floor - Foundation of concrete slab

250

38x76

350

40 160

160

300

250

+2.620

+2.370

Detail 19

Detail 1

Hogeschool van Amsterdam

University of Applied Sciences

-50

250

38x76

Drawings scale 1:5 on attachement: D-04

110

- Plastern - Prefab panel 100mm

162

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

250 15

250 115

20 15 10

60 15

+3.750bal 45x90

Wooden balustrade Height 900mm

- Finish floor - Kokos isolation - Ferrocement elements 3000x500x162 mm Filled in with "trash"

Profile steel 4 mm

3000x500x162 mm Filled in with "trash"

+5.7001st flr

38x76

45x90

- Finish floor - Kokos isolation - Ferrocement elements

70x70x60mm

Bolt M16x100

+2.8501st flr

Ventilation grid Ventilation grid (closable)

+5.470con. Prefab element

Detail 8

Prefab concrete beam 3000x250x250 mm

+5.220con. 38x76

115

Detail 7

20 15

DETAILS

- Waterdrain Ă&#x2DC; 70mm - Plastern - Prefab panel 100mm 12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB 10

250

Prefab panel 120 mm

Prefab panel 140 mm

- 20 mm Plastern - 12 mm OSB - 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene - 12 mm OSB

- 20 mm Plastern - 12 mm OSB - 76 mm wooden framework (h.o.h. 900mm) between Polystyrene - 12 mm OSB - 20 mm Plastern

- Finish floor - Kokos isolation - Ferrocement elements 3000x500x162 mm Filled in with "trash"

+8.5503rd flr

+8.5503rd flr 38 30

230 162

162

230

38x76

+8.320con.

3000x250x250 mm

250

Prefab concrete beam

3000x250x250 mm

250

Prefab concrete beam

+8.070con.

38x76

Detail 16

38x76

12 76 12 120

Detail 17

115

12 76 12 140

20 95

250

Drawings scale 1:5 on attachement: D-04

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

111

- Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm

Drainage

120

239

30 30

12 mm OSB 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene 12 mm OSB

Strip

- Sedum - Earth - Waterproof plastic - Prefab panel 144mm 12 mm OSB 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene 12 mm OSB

+9.038Roof

Filter grit/dirt

45x90

340

Wooden beam 3125x71x271 mm

45x1 20

Prefab concrete column 572x250x250 mm 412

Watertank

+8.643Panel Overflow Ø 40mm

Ferrocement 12 mm

+8.550Floor

230

1.000 - Prefab panel 100mm 162

12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

- Plastern - Waterdrain Ø 70mm

250

38x76

250

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS

Prefab concrete beam 3000x250x250 mm

38x76

100

250

Detail 9

Drawings scale 1:5 on attachement: D-05

112

Hogeschool van Amsterdam

University of Applied Sciences

+8.320Beam

- Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm

roof

+12.159

45x1 20

340

12 mm OSB 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene 12 mm OSB

+11.808roof

12 12

40x76

DETAILS

- Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144mm

120

+11.312

Wooden beam 3125x71x271 mm

Pin of steel Ă&#x2DC; 15 mm

Prefab concrete column

12 mm OSB 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene 12 mm OSB

2984x250x250 mm

239

Strip

38x76

Strip

- Plastern - Prefab panel 100mm

45x1 20

12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

+9.700

Wooden beam

12 76 12

115

100

115

239

250

Detail 11

120

3125x71x271 mm

Pin of steel Ă&#x2DC; 15 mm

Prefab concrete column 1372x250x250 mm

82,5

250

Detail 10

Drawings scale 1:5 on attachement: D-05

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

113

TECHNICAL SOLUTIONS Pipe steel black horizontal Ø 155mm

155

- Sedum - Earth - Sand - Geotextile - Grit - Water proof plastic - Prefab panel

Pipe steel black Ø 155mm

12 mm OSB 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene 12 mm OSB

Pins

Pipe steel Ø 150mm

45x1 20

120

239

Waterproof plastic

38x58

Wooden beam 3125x71x271 mm

+10.500con.

38x76

Detail 13 125

200

100

Prefab panel 100 mm - 12 mm OSB - 76 mm wooden framework (h.o.h. 900mm) between Polystyrene - 12 mm OSB

Constructive concrete wall 100 mm (incl. reinforcement) Molded on building place

- Finish floor - Kokos isolation - Ferrocement elements

3000x500x162 mm Filled in with "trash"

162

230

+8.5503rd flr

+8.320con.

140

38x76

Prefab concrete beam 3000x250x250 mm 250

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

+11.615pipe

+8.070con. 38x46

Prefab panel 70 mm - 12 mm OSB - 46 mm wooden framework (h.o.h. 900 mm)between Polystyrene - 12 mm OSB

Detail 12

155

250

200

100

200

100

Drawings scale 1:5 on attachement: D-05

114

Hogeschool van Amsterdam

University of Applied Sciences

230 10

190

100

+5.7002nd flr

220

Concrete slab (molded on building place)

200

120

230

Prefab stair

110

220

5.470con.

Detail 15

DETAILS

190

220

190

Set space 50

Pin, molded in concrete

12 mm OSB 120 mm Wooden framework (h.o.h. 425mm) between Polystyrene 12 mm OSB

210

Filled with molded concrete

- Sedum - Earth - Sand - Geotextile - Grit - Waterproof plastic - Prefab panel 144 mm

+2.850con.

230

Prefab stair

12 120

Prefab concrete beam 3000x250x250 mm

45x120

+2.620con.

239

Concrete slab (molded on building place)

38x76

+2.370con.

Prefab panel 875mm - Prefab panel 100 mm

Detail 14

12 mm OSB 76 mm Wooden framework (h.o.h. 900mm) between Polystyrene 12 mm OSB

- Plastern 20

12 76 12

100

Detail 18

Drawings scale 1:5 on attachement: D-04 / D-05

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

115

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

TECHNICAL SOLUTIONS

116

List Attachement

Architecture Type 1 & 2

A.01

Type 3 & U-block

A.02

Type 4

A.03

Construction Details

C.01

Technical Solutions Floor plans

D.01

Elevations

D.02

Sections

D.03

Details 1 - 8, 14 - 17 + 19

D.04

Details 9 - 13 + 18

D.05

Hogeschool van Amsterdam

University of Applied Sciences

ORGANIZATION

ORGANIZATION DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

Organization

118

Vision Our opinion about the organization is, managing a building proces from beginning to end. This proces starts with a meeting of future residents and ends with the managing of the new housing. In this organization it should be clear who carried out the which tasks. A clear organized proces with the responsibility of each tasks.

Building Company The building company is divided into four different components of work. Each work component has a diverse range of work, so we can reach a lot of people. The different functions are a mix of professional workers and new employees from the area. Each component works together and requires a good cooperation. This should be managed by the organization(1).

(1)Organization with the different components of work

Building Company Emp

loym

me mploy

1.Organization

ent

Employment

2.Material Production

Finances

Material Production

Economic Growth

Innovation

Development

Support

Education

3.Building Proces

Construction

Management

Installation

Help/Repair

Roof

Extension

Walls/Windows

All the component will be managed by the organization. A good cooperation is necessary for a good proces!

Hogeschool van Amsterdam

4.Maintenance

University of Applied Sciences

Controle

1. Organization Employment

Finances

Economic Growth

Development

Education

Cooperation

The building company creates new employment. The employees must be people from the area. This is necessary for developing new housing in the area. The employees of the company earn money they can use for new housing, so it is also a financial support. The organization is a basic principle for new development in the area. The building company causes economic growth in the area. Besides the economic aspects it is a place for education, a place to learn about the building proces. Cooperation between people from the area and employees is important for a clear building proces, but it also has a social factor. The organization is the management during building processes.

2. Material Production Material Production

Innovation

Support

Education

Cooperation

The building company creates new employment by making materials. With prefabrication of materials new houses can be build. With introducing new innovative materials the houses get more quality. The material production supports the development of new housing. By using different materials than normal the people will learn more about possibility of building. This education is necessary for development of the area. Cooperation between the people from the area and employees of the company provides exchange of knowledge and skills.

Prefabrication Materials

Different people can buy the materials

- Columns (concrete) - Beams (concrete/wood) - Bricks (tijolo blocks) - Floors (ferrocement) - Stairs (concrete/wood) - Facade panels (wood) - Windows (aluminium) - Sunscreen (aluminium) - Balustrade (wood)

Other Companies Building Company

Economic Growth

Individual People

Development

BUILDING PROCES

Employment

Extension Housing

Knowledge

3. Building Proces Employment

Construction

Installations

Roof

Walls/Windows

Cooperation

The building company creates new employment with work on the building place. The construction, installations and roof will be build by the contractor. The materials are prefabricated by the building company. The new residents will design their own floorplans. After that design they build the walls en windows by themselves. By design and build the walls, it really is their own place (home). Working together with the company, and building with new materials means also some cooperation and education.

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

119

ORGANIZATION DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

Who builds what? Building proces.

120

1 Module: Construction build by the contractor Contractor

Concrete beams

- Construction - Installations - Core: Bathroom Kitchen Stairs - Roof - Balustrade

kitchen

Pipes Management & Cooperation

Organization

Free floorplan

Material Production

Bathroom

Maintenance

Stairs

Residents - Floor plans (design) - Inside walls - Outside walls - Doors/Windows

Concrete collumns

Balcony with balustrade

4. Maintenance Employment

Management

Help/Repair

Extension

Controle

Cooperation

The building company creates new employment with a management function. This employee help the residents with repairing building components when something is damaged. He can also help when people want to expand their house. He can controle the situation. The maintenance is in cooperation with the residents and the building company.

Hogeschool van Amsterdam

University of Applied Sciences

CONCLUSION

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

CONCLUSION

122

Conclusion The favelas are often isolated from the surrounding environment, changes are difficult to realize and people lives under poor and bad conditions. We like to change this of course! For that reason we did this project with a complete process of urban planning till technical engineering. During this process we created solutions to various the problems. â&#x20AC;&#x153;The design of social housing is those people who live in the favelasâ&#x20AC;?, this was the basis for the project. Keeping in mind that the way of living in the favelas is very important, we maintained the positive aspects of favela Adjustments must be understood and accepted to work. A bright idea in a clear structure with innovative, efficient en realistic solutions makes the plan work. In the urban plan we have devised a structure that is applicable for this project area but also has the opportunity to grow into the favelas. The possibility to build on slopes is also important. The scalability of the plan makes it applicable to different places. By creating different typologies it is possible to make a connection with the surrounding urban context. Because of the different typologies it is also possible to connect the existing density to densities of the surrounding areas. Infrastructure is based on existing features, as height lines and roads. Multiple connections are important to make the reach of the area higher, to get the area out of his isolation. The developed public space is appointed to ensure this space will be built. A mix of functions attracts people from outside, but also people who lives there already. Creating employment causes economic development of the area. The design of housing that is accessible from two sides shall ensure that there is always a social supervision. By using a standard module size different types of housing can be created. This module is generic because it can be built in different areas of the city. By keeping the floor plans open and flexible people can create their own home according to their own requirements and wishes. Their own interpretation of housing creates diversity and identity in this project. In the favelas it is possible to expand houses, this characterizes the favelas housing. The diversity and interpretation of the module provides a colorful view. This module provides the positive aspects of favela housing, and create also the relation with the existing buildings already in the favela. In our modules we keep empty / none develop spaces for future possibilities to expand. By using existing materials we keep the project low-cost, but improving the existing materials is necessary to create better quality of the housing. By using materials as prefabricated elements, the properties of the materials will have a higher quality. We have looked for available materials and find a for example prefabricated concrete skeleton construction which we can fabricate locally. To guarantee safety we have to keep an eye on quality and for safety, limit dimensions. However this structure also ensures the preservation of flexibility. Besides the fact that the floors are constructive they also serve as ventilation and fit exactly in the module size. The window frames will be equipped with lamels these gives the needed sun protection and safety, but of course it is also possible to ventilate the building. The sloping roof prevents vertical expansion, besides that it also has the function to collect and filter the rainwater, to reuse it in the grey water system. Besides the design of social housing it is also necessary to start an organization which can afford structure in this project. We like to involve a local building company with a various of functions to serve a project like this. The building company provides employment where the people of the favela can work, the money they earn can be used for new housing. This realizes economic development in the area. The company produced the prefab elements which can be used to build the houses. The construction will be build by the contractor and as mentioned already, the residents can plan, outline and finish the new housing them selves. This is in consultation and with the help of the building company. Also maintenance will be important and should be done by local workers. This guarantee first of all work in future for this project, but also extent the quality of the houses. Of course with the experience and knowledgeable the people gained, new projects can be started over and over again.

Hogeschool van Amsterdam

University of Applied Sciences

Modules/Prefab

Prefab

Generic Multiple typologies Applied to slopes Different urban areas Expandable(flexible)

Innovation

Organization

Simple materials Easy construction Sustainable Different application Flexible

Economic Management Maintenance

Housing Sustainable Low-cost Better quality Generic

Reality

Efficiency

CONCLUSION

Modules

Jeroen Egberts

Tim de Rijk

Kevin Vermeulen

123

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

CONCLUSION

124

Hogeschool van Amsterdam

University of Applied Sciences

Jeroen Egberts Building Technology St.nr. 229838 Email:

Jeroen.Egberts@hva.nl

Architecture & Urbanism St.nr. 225876 Email:

Tim.de.Rijk@hva.nl

AUTHORS

Tim de Rijk

Kevin Vermeulen Building Technology St.nr. 217854 Email:

Jeroen Egberts

Kevin.Vermeulen@hva.nl

Tim de Rijk

Kevin Vermeulen

125

DESIGN & BUILD BRAZIL 2009 - FAVELA MANGUEIRA

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