Superstructure design

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SUPERSTRUCTURE DESIGN BTEC UNIT 6 February, 2012 John Fox, College of North West London 1

description

College of North West London presentation; for the National Diploma in Construction

Transcript of Superstructure design

Page 1: Superstructure design

SUPERSTRUCTURE DESIGN

BTECUNIT 6

February, 2012 John Fox, College of North West London 1

Page 4: Superstructure design

Specification Criteria for Bricks/Blocks

Dimensions and Tolerance Configuration and format Density Compressive Strength Freeze/thaw resistance Active soluble salts content

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Specification Criteria for Brick/Blocks

Durability designations Water absorption Reaction to fire Bond strength Clay engineering and DPC bricks

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Cavity Construction Cavities reduces excessive moisture from

entering the property 2 ‘skins’ of wall connected with stainless

steel wall ties-450mm vertically- 900mm horizontally

Damp proof course used to prevent moisture from entering property

D.p.c laid at a min. of 150mm above ground level

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Cavity Construction There are 3 different types of cavities. Clear cavity- 102mm brickwork, 50mm

cavity, 100mm aerated block work & 40mm thermal board

Filled cavity-102mm b/w, 75mm cavity batt, 100mm aerated block with plaster

finish Partial cavity- 102mm b/w, 50mm cavity,

50mm insulation, 100mm aerated block with plaster finish

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Fire Protection Building regs demand external walls

of a 2 storey dwelling to have 30 minutes of fire resistance and the party wall to have 1 hour.

This enables any occupants to escape the fire within the time period.

Level of fire protection is achieved by the use of clay bricks & concrete blocks.

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Page 14: Superstructure design

Thermal movement In an average year a wall will expand &

contract due to heat, cold & moisture content.

Movement in the building must be allowed to occur, otherwise cracking will appear.

Expansion joints should be included on long runs of brick/block work eg 12m for b/w & 7m for block work

A compressible filler with a flexible mastic sealant is used for exp joints.

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