Wk02 Site photo – Assaf Kimmel

Project: 11 Soho Street – Mixed-use scheme of 70,000 sq ft.

Retail-Offices-Residential

(The retail part of it will be a huge Zara shop, of course).

Architect: Allford Hall Monaghan Morris

Civil & Structural Engineer: The Walsh Group

Mechanical Engineer: MTT

Contractor: GVA Second London Wall

Building Component: Steel formwork for concrete casting. The steel beams are to support wood components, which are placed on top. Both the steel and the wood will be removed once the concrete is set.

The steel formwork is pre-fabricated off-site and is brought in pieces to be assembled quickly. The steel is placed in a grid in which the beams in one direction are thicker than the other. The thicker beams are in the width of about 250mm, and in the height of about 400mm. It looks like each thick beam is actually made of four surfaces creating a cross-section of a hollow rectangle. They are perforated with circles/oval shapes, to reduce weight or perhaps to allow interaction with other building elements. The thinner beams, which are perpendicular, cross through about two thirds of the thicker beams, so their height should be about 250-300mm. Their width – 30mm.

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Week two- site photos- Vasilisa Lucic

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Architect: Lifschutz Davidson Sandilands and Townshend Landscape Architects
Services Engineer: Wallace Whittle
Structural Engineer: PTA Consulting
Property Developer: Barceley Homes

SITE:  The masterplan incorporates a robust renewable / sustainable energy strategy, including low energy cooling measures, green roofs and over 0.8 hectares of public space.
Six towers – 24 storeys above the courtyard blocks

CONCRETE SLAB:  (image 1, 2) horizontal slabs of steel reinforced concrete (typically between 100 and 500 millimeters thick- most often used to construct floors and ceilings, while thinner slabs are also used for exterior paving)

-ground-bearing or suspended slabs
-pre-cast concrete slabs or in situ

In situ concrete slabs are built on the building site using formwork – a type of boxing into which the wet concrete is poured. Reinforced slab: the rebars are positioned within the formwork before the concrete is poured in. Plastic tipped metal, or plastic bar chairs are used to hold the rebar away from the bottom and sides of the form-work, so that when the concrete sets it completely envelops the reinforcement.
Suspended slab: the form-work is shaped like a tray, often supported by a temporary scaffold until the concrete sets.

Formwork: built from wooden planks and boards (plastic, or steel).

Two main thermal considerations:
1. insulating a floor slab.
Concrete slabs are usually cast above a layer of insulation such as expanded polystyrene, and the slab may contain underfloor heating pipes. However, there are still uses for an uninsulated slab, typically in outbuildings which are not heated or cooled to room temperature. In those cases, casting the slab directly onto a rocky substrate will maintain the slab at or near the temperature of the substrate throughout the year, and can prevent both freezing and overheating.

2. high thermal mass:  applies to walls and floors, or wherever the concrete is used within the thermal envelope. Concrete takes time to warm up, which causes a delay in warming the building. But it is an advantage in climates with large daily temperature swings, where the slab acts as a regulator, keeping the building cool by day and warm by night.

Week 02 – Ema Hana Kacar

 

Project title: Corsham Street Student Housing

Architect: Stephen Marshall Architects

Engineer: t.b.c.

Contractor: HG Construction Limited

Info: 

CORSHAM STREETValue: £30m
Client: Scape
Construction: Spring 2013

Corsham Street just north of Silicon roundabout in east London will be the new home for the latest INTO University residential/teaching campus.

http://www.corshamstreetconstructionnews.co.uk

http://www.scapeliving.com/scape-shoreditch

 

The site is still in its demolition stage, so the analysis applies to the demolished building components of the previous building – The Karen House on Brunswick Place.

IMG_9893

– Brick load bearing wall panel, spans between two other load bearing wall panels. 300 mm thick, circa 2m high and 5m wide with the maximum weight of 5 tonnes.

– Lime-and-sand bricks – C73-10 – crushed quicklime mixed 5-10% with sand and water ( 1:12 ratio of lime to sand) – left to dry for 12 hours – compressed into moulds – the usual shape 9 inches long by 4,6 inches by 2,5 inches at the pressure of 2 tons per square inch, equivalent to about 90 tons on each brick. They are then run into a long steel boiler, where the steam is blown in for four hours at 165 lbs. pressure per square inch at a temperature of about 370 degrees Fahrenheit. Sand-lime has a primary energy content of 190,6 kWh/t. The bricks are stacked together in situ with mortar and can be coated to improve both the insulation as well as the image of the facade.

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wk 02 Site Photo – Sebastian Tiew

Fitzroy Place

Architect : Lifschutz Davidson Sandilands / Shepphard Robson

Structural Engineer : Ramboll

Services Engineer :  AECOM

Main Contractor : Sir Robert McAlpine

Precast Contractor : TechRete

Material

Precast Concrete Panels – External walls that continue across the façade – approx. 200mm thick and 1500 in height.

Fabrication

Concrete mix – precast and fabricated in the factory/transported to site – 24 hour curing in stainless steel mould. 1 x cement, 2x fine and 2 x course aggregates.

Properties

3000 psi = 20 mpa

Final

Concrete covered up with reconstructed stone marries for aesthetic purposes

Full document attached

TS_Materials_Sebastian_Tiew

SEB_6588

Week 2 – Isotta Cornacchia Biasion

Dalston residential 1

 

DALSTON JUNCTION RESIDENTIAL

  • Sector: retail, residential, mixed-use
  • Location: Dalston Junction, London
  • Client: Barratt
  • Status: 2004 -> onwards

Structural component. Used to construct the floors of the building. Steel reinforced concrete, horizontal, suspended slabs. Supported by load bearing walls and columns.  100 mm thick. Two-way flat plate, cast-in-place floor system.

Week 2- Ana Maria Nicolaescu

 

2 FITZROY PLACE, Mortimer Street, Fitzrovia, London W1T

 

PROJECT INFO : Architect Lifschutz Davidson Sandilands / Shepphard Robson

Services Engineer AECOM

Structural Engineer Ramboll

Main Contractor Sir Robert McAlpine

BUILDING COMPONENT: roof, undulated shape, covering the

8th floor of the office spaces in bulding

2 Fitzroy Place

 

The elements are built out of precast reinforced white

concrete, with “teeth” that hold the glazed projecting

external glass fins; above, a photo of a similar fabrication

 

the elements are transported to the site, after being cured

in a stainless steel mould