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Building Regulations

The building regulations reproduced below are believed correct at date of posting - (Dec 2000).

Ground Preparation

Part C of the Building Regulations (Site Preparation and Resistance to moisture) states that the ground to be covered should be reasonably free from vegetable matter and that a suspended concrete floor should incorporate:

  • Damp proof membrane (to be provided if the ground below the floor has been excavated below the lowest level of the surrounding ground and will not be effectively drained)

  • Ventilated air space -in those situations where there is a risk of an accumulation of harmful gases.

  • Where ventilation (referred to above) is provided, two opposing external walls should have ventilation openings placed so that the flow of air will have a free path under the floor.

Where there is a likelihood of upward ground movement (e.g. clay heave), adequate space should be provided to accommodate the movement.

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Ground Preparation
Thermal Insulation
Sound Insulation
PS Hollowcore Plank Screed
RC Hollowcore Plank Screed
Beam and Block Screed

OTHER PAGES
Thermal properties calculator

 

Thermal Insulation

The thermal transmission (U value) of a floor depends upon the type of floor finish, floor size and insulation employed. The simplest and most effective way of providing the necessary insulation to prestressed concrete floors is to place it above the structural floor and below the finishes.

To calculate the heat loss through a precast ground floor slab, use the online thermal properties guide calculator based upon The Precast Flooring Federation’ publication on "Building Regulations (Part L) Thermal Requirements.

When used at upper floor levels, concrete floors act as a thermal store, especially when under-floor-heating systems are used, this can reduce heating costs.

Milbank Reinforced Hollowcore Planks used at ground floor level can be supplied with polystyrene insulation bonded to the underside of the slab. Alternatively the necessary insulation can be placed on top of the structural floor below the finishes.

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Thermal Properties Guide Calculator

 

Sound Insulation between Dwellings

Approved Document E 1992 (Resistance to the passage of sound,) requires that a floor separating dwellings must meet minimum base mass requirements, depending upon the type of surface finishes.

Where RC Planks are used in separating floors between dwellings, a directly bonded screed may beed to be applied. See the section on floor types below.

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PS & RC Hollowcore Plank Floors

Type 1 Floors can be achieved by applying a directly bonded screed as indicated below.

Type 2 Floors; PS-250, RC-225, PS-200 and PS-150H units all have self weights in excess of 300 kg/m² and therefore do not require additional screed to comply with Type 2 Floors.

Type of Hollowcore Plank Floor

Additional screed* required to comply with Approved Document E 1992

Unit Ref

Unit Depth

Self Weight Floor kg/mē

Type 1 Floor
Floor mass = 365 kg/mē

Type 2 Floor
Floor mass = 300 kg/mē

PS-250

250mm

352

10mm screed

No screed required

RC-225

225mm

335

10mm screed

No screed required

PS-200

200mm

303

35mm screed

No screed required

PS-150H

150mm

301

35mm screed

No screed required

PS-150L

150mm

252

60mm screed

25mm screed

PS-100s

100mm

239

65mm screed

35mm screed

 

*Density of sand/cement screed taken as 20kg/m² per 10mm thickness. However, the actual minimum thickness of the additional screed should comply with current best practice.

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In Detail

PS Hollowcore Type 1 Floors
PS Hollowcore Type 2 Floors

RC Hollowcore Type 1 Floors
RC Hollowcore Type 2 Floors

 

 

Beam and Block Floors

Where Milbank Beam and Block floors are to be used in separating floors between dwellings, a directly bonded screed must be applied to the beam and block floor as set out in the table below.

Type of Beam and Block Floor

Additional screed* required to comply with Approved Document E 1992

Beam Type

Beam depth

Beam centres

Block Density kg/m²

Selfweight Floor kg/m²

Type 1 Floor (Mass = 36kg/m²)

Type 2 Floor (Mass = 300kg/m²)

T150

150mm

525mm

1350

179

95mm

65mm

T150

150mm

525mm

1900

227

70mm

40mm

D225

225mm
570mm
1350
240
65mm
30mm

D225

225mm
570mm
1900
286
40mm
10mm

*Density of sand/cement screed taken as 20kg/m² per 10mm thickness. However, the actual minimum thickness of the additional screed should comply with current best practice.

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Type 1 Floors
Type 2 Floors

 

 



 

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