year 3 final project - material topography

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MATERIAL TOPOGRAPHY

HENRY KONG SING SHENG

BA (HONS) ARCHITECTURE OXFORD BROOKES SCHOOL OF ARCHITECTURE OXFORD BROOKES UNIVERSITY, OXFORD

LONDON WALL STREET


Wall

enu e

Lond on

Thro gmo rton Av

Copthall Aven ue

Bl o m fie l

d

Str ee t

PROJECT BRIEF

2

1:500 site model

Correlation between Carpenters’ Hall and the neighbouring building

- extension of the Carpenters’s Hall will take 30% of the volume of the neighbouring building, however the volume does not fit the existing building, thus space for Analysis study in Mathematics is given to partnership building. - 50% of the extension will be used as the Mathematical laboratory for Applied Mathematics - 30% of the extension will be used as the public living space - 20% of the extension will be used as the private living for MT during weekends


Site Analysi

SOURCES OF SOUND

3

ACOUSTICS

- transport in London such as bus, private cars and taxi produce the most noise to the area - bikes and pedestrian also contribute to the noise

PREVAILING WIND

- prevailing wind has an impact to the building since the extension of the new building does not encounter any obstruction from the nearby building. - the prevailing winds can be used to ventilate the building. - the overall prevailing wind direction is west-southwesterly.

WIND

TEMPERATURE & RAINFALL

-average highest temperature: 23oC (July & August) -average lowest temperature: 9oC (January & December) -highest rainfall days: 23 (January) -lowest rainfall days: 15 (June)

Su

mm er

SOLAR PATH

- temperature of the workrooms should normally be at least 16oC or 13oC if much of the work is physical. - attempt to collect rainfall since there are great number of rainy days in a month.

Lon do nW al l

SOLAR PATH

- the orientation of the sun produces more exposure to the south side of the building - the extension of the building receives more sunlight as compared to the rest of the building surrounding

W

r te in

PROPORTION OF THE BUILDING

- due to the shaded street , the height of the new building is taken into consideration - y = 6 metres - colonnade is measured to be y = 6 metres - piano nobile is measured to be 2y = 12 metres - the extension of the building is proposed to be 12 metres including the third and fourth floor of the existing building.

TEMPERATURE/RAINFALL

extension of the building

STUDY OF THE PROPORTION OF THE BUILDING Balustrade

x y?

Piano nobile 2y

Colonnade y


DEVEOPLMEN

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extension of the verticality of the columns the vertical elements continue to serve as the structure for the new extension From the plans provided by London Planning Department, it is known that the columns on the facade does not serve as the structure.

bringing the balustrade to the top of the existing building redesigning and position the window facing Throgmorton Avenue to align with the proportion of the facade to give the building a stable condition extending the existing columns towards the edge of the fourth floor the columns do not need to extend towards the top edge of mathematical lab since the proportion of the existing building is stable in square form.


DEVELOPMEN

t ee Str ld fie m Blo London Wall

N 0 1 2

5ROOF PLAN

10m

Public living space Mathematical Lab MT’s Private Space

- idea development - removing the structural columns, further investigation on the sizes and volumes of the Mathematical lab - ‘the city disappears at the horizon’ - Smooth journey coming from the Blomfield Street towards the Carpenters’ Hall along the London Wall - The project has a direct relationship with the neighbouring partnership building across the London Wall.

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FOUNDATIO

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Existing structure

Location of the steel structures

Existing roof top

Remain the existing roof top as the foundation for the new building

Grillage (tray)

Grillage serves as the foundation that will be overlaid across the ro building. The grillage will be made out of t timber with depth of 0.25m


n for the new structure oof top of the existing

the glued-laminated

FOUNDATIO insulation timber joist

(secondary structure)

glulam beams

(primary structure)

existing roof existing steel structure

Insulation

Mineral wool insulation is located in between the secondary joists that run across the primary glulam beams. It also provides additional insulation to the existing building.

Foundation

The grillage provide a flat foundation for the new building to create the new structural grid. Using the cross laminated timber, the load is carried down to the grillage evenly throughout the building.

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PLAN/RENDE

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1 2

3 4 5 6 7

8

9 10

Throgmorton Avenue

London Wall


RENDER

Extension for Mathematical Laboratory ‘Fifth’ Floor Plan scale 1: 200 0

1

2

5

10m

N

1, WC 2, CLT staircase 3, lift to first floor 4, staircase connecting fourth floor and mathematical lab 5, lift from the ground floor 6, entrance to the outdoor 7, curb to sit on/boundary of the mathematical lab 8, back corridor 9, ramp for disabled access 10, book shelves

Cross-laminated timber

Three layer panels and diagram illustrating alternating directions of grain in successive laminations. The alternating grain provide strong structure to the whole system.

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MODEL/PLA

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Extension for Mathematical Laboratory ‘Sixth’ Floor Plan


PLAN/OVERVIEW

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Extension for Mathematical Laboratory ‘Seventh’ Floor Plan

finalising the design - the largest blocks at the two ends serve as the beginning and the ending of the spaces.


DETAILS/LONG SECTIO

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step fastening with brackets

CLT wall board

CLT landing

CLT thread

CLT riser

- CLT riser slots in and rest on the CLT tread

Handrail is embedded in the CLT ‘baluster’/wall

detailing of the CLT wall / the CLT staircase


SECTION

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1, roof light 2, first floor 3, WC 4, ground floor 5, back corridor 6, existing building 7, MT’s bedroom 8, toilet 9, living area(lounge) 10, redesigned skylight 11, kitchen 12, entrance to MT’s santuary 13, grand staircase

1 2

3 4 5 6

scale 1: 200

0 1 2

5

10m N

Extension for Mathematical Laboratory and MT’s Santuary Section a-a’

7 8 9 10 11

12 13

London Wall

Throgmorton Avenue

1 2 3 4 5 6 7 8 9

a’

1, roof light 2, corten steel cladding 3, folding doors 4, CLT floor and walls 5, book shelves 6, balustrade 7, curb 8, existing steel columns 9, existing building

c

c’

scale 1: 200

0 1 2 5 10m N Extension for Mathematical Laboratory Section c-c’

scale 1: 500

a 0 1 2

5

10m N


DEVELOPMENT

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a sanctuary to escape the bustling city the private living is access through the grand staircase which leads to the dining hall

1:20 cardboard model showing the interior of the grand staircase

Precedent_St. Paul’s Geometric staircase

Cathedral_

The treads of the geometric staircase are set only 150mm into the wall, then float out into the air. Their ingenious construction allows these elegant, almost ethereal spirals to provide a firm, secure staircase which has served already for three centuries. Officially known as the Dean’s Staircase, the broad spiral gained its ‘geometric’ nickname thanks to its extraordinary character. Each of the 88 stone treads rising from the floor of the south-west tower to the triforium level is set into the wall and carefully shaped to rest on the one below; there is no other support.

toilet living room

kitchen

ante-room

forecourt

bedroom


PRIVATE LIVING

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FINAL IMAGE

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FINAL IMAGE

Architect: Client: Date of completion: Building features:

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Henry Kong Sing Sheng MT 2nd May 2030 Mathematical Lab (Applied Mathematics) MT’s Santuary Public Living Space (Outdoor)


2013


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