Dr 2015 lily papadopoulos part3

Page 1

2.0 Building Construction

Cyprus


Floor can be opened up into curiosity cabinets where instruments are stored

The Drum- A reinfocement steel bar mesh folds over a fiberglass mould which is then sprayed onupon with concrete. Vibrations from dancing shoes in this space reflect from the floating floor onto the concave walls which then disperse outwards to the city

Outward sound passes through one of the resonant chambers directing it into the roof chamber allowing for a unique quality of resonance and reverberation

Tower 6- Overview Compartment Drawing

An outdoor harp faces a parabolic curve which can be played upon. The parabola focuses sound into the neighbour tower.

Auditorioum stage and seating-Reinforced concrete-Porous to absorb more sound to decrease sound reverberation. This ties with the the inverted pyramid structures.

Reinforced concrete resonant chambers-Rainwater can collect here adding to the strength of the base and when sang into or played into the pitch and tone of the sound changes according to wtaer levels.

Reinforced concrete shells which are finished with sandstone.

Library atrium -shelving unit becomes oart of thesteel structure

Reinforced concrete funnels which amplify sound outwards

Reinforced concrete sound collectors which are bolted onto the steel structure canopy

Funnel-Reinforced concrete shell structure which is then finished with timber on the internal side.

Reinforced concrete shell structure which is then finished with greek mosaic tiles to increase the reflectivity and loudness of the sounds.

Composite outer frame structure made out of reinforced concrete, steel, dampers and tensile cab les. Inner concrete sheels are supported onto this

Circulation supported onto frame

Lift Shaft


Material Selection and Acoustic Perfomance Material selection as a type of instrument. Brick Reflective

Considerable Mass

Joints should be sealed

Low or little porosity

Joints should be sealed

Low or little porosity

Joints should be sealed

Low or little porosity

A convex surfac reflecting them

Building Materials Brick: Brick is a modular building block made out of clay. Owing to its considerable mass , brick attenuates airborne sound very well. Joints must be fully mortared or sealed. As there is little or no porosity and the material is rigid, there is little absorption .Consequently brick is good all frequency sound reflector.

Ceramic Tile Reflective

Thin

Ceramic Tile: A tile made out of non metalic material-most commonly used in kitchen and bathrooms.. Because it is thin and light it does not it does not add to the airbourne sound attenuation and because it is hard and rigid it provides no additional impact noise attenuation. Like any other hard and smooth surface it is a highly reflective material at all frequencies Concrete Reflective

Considerable Mass

Concrete: Concrete is a mixture of Portland cement, stone and sand aggregates, and water cured into a high mass of superior compressive strength. Normal weight concrete is one of the best attenuators of airborne sound. Like any hard material concrtete easily accepts and transmits impacts sounds. Concrete provides no ab sorption and is a good sound reflector. There are however aerated concretes that are intentionally porous. These can provide some degree of absorption.

Glass Reflective

Thin

Low or little porosity

Reverberation

Reflective

Thin

Low or little porosity

Reverberation

Glass Almost totally reflective in the higher frequencies, glass resonates and through this mechanism absorbs sound in the lower frequencies. Metals Metal, in sheet form, is also used as a roofing material , as its surface i hard and tends to drum under impact. The metal sheet readily transmits the sound of rain and hail.

Metal

Plywood Plywood is innefective as a sound attenuator but can become when in combinatio with other materials. bsorecially detailed resonant aborbers made out of plywood are sometimes used to tune a space. At higher frequencies plywood sis used for all inrents and reflective.

Plywood Reflective at high frequency

Sound absorptive at low frequency

Thin

Transmits the sounds of the weather






Inclined piles to resist horizontal forces

Drawing indicating structural forces and material list

Vertical Forces-Compression

Horizontal Forces

Horizontal Forces

Horizontal Forces

Horizontal Forces

Horizontal Forces

Horizontal Forces

Horizontal Forces

Pile Cap

Ground

Level 1

Level 2

Level 3

Bracing allows for forces to move in tension

Level 4

Level 5


Reinforced Concrete Shell

First floor slab sits on reinforced concrete inverted pyramids

Steel cables are attached to the concrete structure by anchor bolts (rawl bolts) which expand once inserted into the slab

Detail of the frame structure

200

200

Reinforced steel rods have been inserted into the fiberglass moulds which are cast in situ to create these concrete shells. These bars are extended to tie to the next concrete column or floor slab

Piles work in friction with soil

Inclined Circular Piling

Paving on ground floor slab

Vertical Ciricular Piling

Dampers which flex with a piston in case of an earthquake or heavy wind

Steel Bars

Steel Bars


Inclined Pile

Inclined Pile

Inclined Pile

Inclined Pile

Inclined Pile

Inclined Pile

Inclined Pile

Inclined Pile

Inclined Piling is used to resist horizontal forces

Strategic Drawing-Plan View of Piling

Inclined Piling is used to resist horizontal forces

Strategic Drawing-Plan View of Piling

Pile Cap

Pile Cap

Tie Beam

Tie Beam

Vertical Pile

Inclined Pile

Inclined Pile

Inclined Pile

Inclined Pile

Vertical Pile

Inclined Pile

Inclined Pile

Inclined Pile

Inclined Pile


Detail 1

Reinforced concrete clad with local sandstone which helps in absorbing part of the sound minimising echo and reverberation.

Reinforced concrete structure-200mm thickness/mass allows for sound insulation

Screed Reinforced concrete floor slab which has a timber plank finish Reinforced concrete shell cast in situ-steel reinforcement ties both horizontally and vertically

Reinforced concrete inverted pyramid which has been cast in situ.

Front view section drawing of the pile cap

Stirrups

Stirrups

Inclined Piling


Space of Percussion Dancing- where the architecture acts as a drum Detail 2

Harp Platform where the parabolic shape of the structure reflects sounds outwards to the city

Louvre system allows sound in and out

Reinforced concrete ring beam connects with reinforced concrete structure Hardwood-floating fllor to allow drum effect when danced upon-sound escapes outwards Timber battons Folding ladder allows access to the harp platform Timber beam

Reflective marble finish-allows to strengthen and reflect the sound of dancing feet

Connetion of timber beam with the outer concrete ring beam Reinforced concrete shell structure cast in situ Viewing platform into dancing space

Reinforced concrete column which connects to the cooncrete shell structure and becomes one of the primary frame grid structure which supports the inner spaces

Reinforced concrete shell structure cast in situ

To resist corrosion and decay this area should be caulked Anchor Bolt


Steel frame structure

Ball nodes

Reinforced concrete sound collectors

Anchor bolt joints of perspex panels onto the steel bar stucture

Tensile harp strings which link to the space below

Reinforced concrete slab

Harp tuning-tightening of strings

Steel brackets bolted onto the louvre steel bar and cncrete slab

Reinforced concrete connection with reinforced concrete ring beam of the outer structure

Mosaic finish to the reinforced concrete shell structure to increase loudness and wet acoustics for the art of poetic dueling of 'tsiatista'

Louvre window system made up of concrete panels which allow sound in and out

Reinforced concrete shell structure(cast in situ) which makes up the funnel shape

Parabolic shape finished with timber veneer reflects the outward sound into the space

Playful mountain seats lined with rubber acoustic panels creating a seating space

Outward sound from sound collectors funnelled into the spaces below

Shelving unit for books/recordings and instruments

Acoustic rubber paneling to create a quieter environment for the library

Reinforced concrete slab

Anchor Bolt

Reinforced concrete ring beam

Sound Tube Transparent plexiglass shell cladding

Detail 3 -Atrium library and Space of Poetic Dueling

Look at exploded structural frame drawing Detail A


Detail A- Structural Frame/Canopy Structure

Anchor bolt which ties the plexiglass sheets onto the vertical/horizontal steel frame bars

Reinforced concrete sound collector

Steel bar structural ball node where steel bars meet to create a reinforced triangulated structure

Steel bar frame structure

Transparent plexiglass shell cladding enclosure

Plexiglass shell cladding

Anchor bolt connection of sound collector with steel frame bar


Construction Sequence

Under Construction

1- Survey of the site and checks of the soil conditions are done

2- Clearance of the site and beginning of setting out the building-site is fenced for safety purposes

3-Setting out the building-marking out where the foundations should be inserted and the shape of the building is marked out on the ground


Construction Sequence

Four part mould made out of fiberglass which has been precast-this shows one side Reinforced steel bars

4-Steel piles drilled into the ground

5-Pile cap added on top of the steel piles. Formwork and reinforcenment is placed for the ground floor slab and concrete is poured into it

5-Pile cap added on top of the steel piles. Formwork and reinforcenment is placed for the ground floor slab and concrete is poured into it


Making the mould

A solid mould of the shape is created-timber

A negative of the mould is created -fiberglass. It is then transported to the site

Column Ring Beam

6-Scaffolding supports workers and the fiberglass moulds in place. The inverted pyramid structures are cast in situ

6-Scaffolding holds the fiberglass moulds of the concrete columns and ring beams together. Steel reinforcement bars are added into the moulds and concrete is poured. This forms the primary structure. This is done in consecutive phases.

Steel dampers-anchor bolted into concrete structure

7-Secondary Structure-steel dampers are anchor bolted into the reinforced concrete ring beams-bracing. The dampers allow for the structure to flex in case of an earthquake or strong winds


Construction Sequence

Section C

Plan Steel tensile cable cross bracing

1- x4 Section B

1- x2

1- x4

Elevation

8-Steel tensile cables provide for cross bracing . These have hooks and are rawl bolted into the concrete structure

Section A

9-An example of one of the spaces which will be cast in situ and attached onto the external frame structure. The sections show how the structure could be split up to make the moulds and then cast.

10-Moulds will be made out of fiberglass and repeated to create the overal structure


Construction Sequence

Part 1-x4

Part 2-x4

Part 3x2

11-Fiberglass moulds of the surface of the geometries are held up with scaffolding. The mould is then lined with a steel bar mesh wich is then sprayed upon with concrete. Each layer is allowed to set and then added upon to achieve the thickness of the wall.

12-Reinforcement bars within the concrete shells tie each piece together to create the whole structure. This is just one example of the construction process of the concrete shells. -Another would be creating a fiberglass mould and pouring concrete instead of spraying concrete -Creating a fiberglass mould which would be lined with a flexible steel bar mesh where upon one can place sandstone bricks upon. The gaps would then be sealed with a sandstone grain mortar.

13- The cast concrete shell structures are lifted onto the outer frame structure where the reinforced concrete floor slab is attached to the reinforced concrete ring beams. The extruded steel bars tie with the next steel bars.


Construction Sequence

14-The main big structures are added onto the frame and finishes of all the spaces are simultaneously done to save time and money


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