MAKE |māk|

Page 1

group 10

make |mÄ k|

Serra Akgiray Lewis Brown Saraswati Kanoria Hollie Dascombe Adilzhan Kokebayev Pawis Sangiamkul



contents

1 2 3 4 5 6 8 10 12 13 17 18 22 28 32 36 38 39 46 48

hub for consumption brief intentions precedents site analysis site response partii diagrams baker diagrams programmes design development materials plans sections + elevations final model renders environmental design landscaping structural strategy construction sequences post - crit reflection


poplar lost pocket stuck Äąn the middle


chrisp street market the heart of poplar, a place for human interactions and exchange

poplar exchange

1 | hub for consumption

poplar exchange aims to expand and build on the community-centric identity of poplar by creating a hub for consumption


make |mÄ k| make aims to create a new community centre for poplar a hub for production, forming a link between poplar exchange and chrisp street market we aspire to provide an environment that is accessible to all and encourages learning and activity through the act of production make acts as an object in the landscape, expressing its function

2 | brief

the bridge acts as a vehicle to direct the community into the hub

production + consumption chrisp street market - make - poplar exchange


building as an object

bridge as an abstraction of the river

reduce - reuse - recycle

creating a real sense of community

3 | intentions

bridge as a vehicle views guiding towards the building


4 | precedents

smart architecture louver haus sangdong, south korea 2012

2b architects concrete bridge lausanne, switzerland 2012

São Paulo Arquitetura Espaço Cultural Porto Seguroto cultural centre São Paulo, Brazil 2016

assemble black horse community workshop london, united kingdom 2010


site boundary

access points retail mixed - use + housing | future housing | existing community alisa wharf housing | future

noise pollution

services

5 | site analysis

primary arteries

fashioning poplar


6 | site response

access points | accessible to all

mirroring fashioning poplar

sunpath diagram


destination visible

wind direction

7 | site response

noise barrier


8 | partii diagrams

bridge + building as separate elements

bridge pushing the building in

bridge adapting an organic form

building adapting an organic form

public + private

dynamic form of the bridge to encourage movement


building + bridge in conflict

permeability

noise deflection

9 | partii diagrams

basement


10 | baker diagrams

single mass

creation of public space

creation of motion

wall leaning


emphasis of strong corner

allow movement

building embracing bridge

concrete wrapping around the timber

opening to community

11 | baker diagrams

view to central london


r - urban classroom

harca workshop spaces for public hire

r - urban kitchen

12 | programmes + circulation

fashioning poplar workspaces + showcase space

atelier - art studio / wood workshop + r-urban tool lending library

progrvammes

circulation


13 | massing study


14 | bridge study


15 | elevation study


16 | perspective sketches


photo-catalytic concrete

silver birch timber

oak timber

cross laminated timber

17 | materials

the building will utilise photo-catalytic concrete which converts harmful pollutants from the neighbouring A12 through the use of titanium dioxide using UV as a catalyst


18 | roof plan 1:500


19 | ground floor plan 1:200


20 | first floor plan 1:200


21 | second floor plan 1:200


22 | section aa 1:200 a

a


b

23 | section bb 1:200

b


24 | section cc 1:200

c

c


d

25 | section dd 1:200

d


26 | section ee 1:200

e

e


27 | elevation 1:200


28 | final model









36 | environmental design

cross + stack ventilation strategy

thermal mass

solar gain


anaerobic digester

solid and liquid storage

soil waste pipe

biogas storage

feed pipe

The Inlet Tank collects household food and drink waste from all HARCA housing, as well as the soil waste from the building. This is indicated by the underground pipe joining the Inlet Tank from the building. The Inlet Tank then feeds the Anaerobic Digestor, on the far right, through the underground pipe. The Anaerobic Digestor produces biogas, solid and liquid matters. The solid and liquid matters are stored in the middle cylinder and will be used as fertilizer. The biogas is stored in the other cylinder. This biogas is then transported, underground, to the Combined Heat and Power (CHP) generator in the plant room and provide energy to the building. Biogas is also used in the kitchen. The Anaerobic Digestor system is left exposed in order to educate and further push the community towards sustainability and a greener Poplar.

inlet tank

37 | anaerobic digester

biogas pipe


38 | landscaping + timber panels

base

vertical members

horizontal members

cross bracing

phases of expansion

addition of plates

secondary structure

shell

planting

growth


bridge layout

building layout

glulam post and beam structure + clt slabs

timber cladding

concrete beam concrete slab

column clt slab steel bar

ground floor

first floor

second floor

39 | structural strategy

beam

concrete column


40 | key members details

bridge short section

The bridge and ramp have a slight slope from the middle of the structure. Rain water is directed to the gutters and straight down the rain leaders, which are installed along the supports.

gutter detail


load calculations The bridge supports on the A12 carry roughly 22.5m span of bridge. Calculations will be done to demonstrate the total unfactored load carried by a single support in the middle of A12. Taking the self-weight of concrete to be 25 kN/m3, and live load to be 5kN/m2. Dead load for a 22.5m span concrete beam = 346 kN Dead load from the slab = 225 kN Live load = 225 kN

This load is carried by a single support in the middle of A12. concrete support section

bending moment diagram The bridge is formed from a series of simply supported beams spanning varied distances. The largest span is 22.5m and as this length produced the largest bending moments and deflections it was used as the governing length for the beam design.

41 | structural strategy

Total unfactored load = 796 kN


Driven deep pile foundations are used for the supports in the middle of the A12. supports on the A12

Driven piles are considered, as they are neat and clean. They are also relatively quick to install, and thus reducing the construction time along the A12.

ground level pile cap pile cap

borehole records

42 | foundations

borehole records suggest the need for deep pile foundations.

400 mm dia. 15 m deep driven pile

pile

foundations plan


timber cladding bolts steel plate concrete beam

timber cladding - concrete beam connection long section

in-situ concrete slab casted on top to provide strength to the overall connections precast concrete slab steel rebar

timber cladding - concrete beam connection short section

concrete slab - concrete beam connection section

43 | bridge connection details

concrete beam


concrete beam

steel end plate + bolts

steel end plate + bolts loops

bearing pad

square hollow section steel

steel bar

44 | bridge connection details

concrete support

square hollow section steel

concrete support

concrete beam - concrete supports connection short section

concrete beam - concrete supports connection long section

concrete support - steel connection section

concrete support - steel connection plan


clt column

screws clt wall

screws

plywood

dowels

clt slab

steel plate

concrete retaining wall

clt slab

clt slab - clt slab connection section clt wall - retaining wall connection section

clt slab/roof - clt columns connection section

45 | building connection details

bolts


made ground sand / gravel clay

46 | bridge construction sequence

1 | bored and cast piles and pile caps

4 | fit precast slab to primary beams

2 | construct bridge piers

5 | cast in-situ slab over precast element

3 | lower precast primary beams onto piers

6 | install stairs and ramps

7 | fit cladding to bridge


made ground sand / gravel

1 | remove existing structures and vegetation from site

2 | temporary sheet piles installed

3 | excavate basement to +2.200 and backfill remaining site to +3.900

clay

5 | construct basement retaining walls and base slabs and remove temporary sheet piles

6 | structural skeleton erected

7 | interior and cladding fitted

8 | install anaerobic digester

47 | building construction sequence

4 | bore and cast piles, and pile caps


48 | post - crit reflection

make was praised for having a very strong design concept with clear intentions in particular the clarity of presentation through drawings and models relationship between bridge and building could be enriched - express the detail and celebrate the junction we were encouraged to be more expressive and creative with the concrete structure, and to make the ‘structure work harder’ the clarity of ideas was well received however one area that we should aim to enrich is the experience of the bridge


develop form of stair as a sculptural object - could become part of concrete language? improve connection between the workshop and digester how could the idea be enriched?

49 | post - crit reflection

if progressed we would like to explore how the bridge could become more than just a vehicle to move people


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