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Floors - Ground

Non-Residential Floors IconRecent changes to the thermal requirements of the Building Regulations have made it necessary to include insulation in nearly all ground floors. 
 
 

Non-Residential Floors Car Show Room PhotoOverview

Ground floors fall predominantly into two categories, ground bearing and suspended. The type chosen by the designer is largely dependent on the nature of the building and the site conditions.

Recent changes to the thermal requirements of the Building Regulations have made it necessary to include insulation in nearly all ground floors.

The thermal performance of ground floors is determined by a combination of the thermal resistance of the floor construction and the insulation provided by the ground. Until the late 1990’s, the thermal resistance of the uninsulated floor and the ground was very often sufficient to meet Building Regulation requirements. Recent changes have required a significant improvement in the thermal performance of all building elements, but the improvement required in floors has been the most marked.

To meet these new requirements, floors of large buildings that previously would not have required insulation, may now require it. The thickness of insulation required in smaller buildings has also greatly increased. This has necessarily prompted designers to reconsider the specification of insulation in ground floors.

Advantages

Both ground bearing and suspended ground floors can offer excellent thermal performance by including high levels of insulation without dramatically altering the building shape or geometry.

Ground bearing floors can include insulation either below or above the concrete slab, dependent on the choice of the designer. If the insulation is installed below the slab, this acts as a thermal store, helping to maintain steady temperatures in the building. If it is installed above the slab then the building will respond much more quickly to the heating system.

Suspended floors are usually insulated in such a way that they offer lower thermal mass than ground bearing slabs and respond quickly to the heating system. In the case of suspended concrete, the insulation is installed above the deck, either under a screed or timber boarding. Suspended timber floors are normally insulated between the joists.

The specification of floor insulation is of particular importance if installing under floor heating.

Knauf Insulation Products

  • Polyfoam Floorboard is a high performance, 100% ozone friendly, extruded polystyrene, rigid board insulation. It is lightweight, yet has excellent structural strength and long term effectiveness. It is available in three grades:
    Standard– light commercial loading
    Extra– commercial, industrial flooring and cold storage
    Super– very high load commercial, industrial and cold storage floors
  • Crown Loft Roll 44 is made from glass mineral wool and formed into unfaced rolls which are lightweight, flexible, resilient and non-combustible 

Summary

Knauf Insulation provides products for a range of ground floor constructions, giving options that will comply with the Building Regulations.
 
Floors Ground

Detailed Design Considerations

General


The three most important factors to consider when insulating a ground floor are:
 
  • What is the applied loading?
  • Where is the insulation to be positioned within the floor structure?
  • What thickness of insulation will be required to meet the Building Regulations?
 
Other design considerations include preventing condensation, minimising air leakage and thermal bridging.
 

Applied Floor Loading


All materials are compressed under load. Insulation materials used under slabs, screeds and chipboard should be capable of accommodating the applied loads with the minimum of compression. The applied load has two components:
 
  • the dead load, which is due to the weight of the materials laid on the insulant, and
  • the design load
 
BS 6399: Part 1: 1996 suggests that in offices, a design load of 2.5 kN/m2 should be allowed for in all cases.

The dead loads applied by various building components are shown in the table. However, the designer must also consider the dynamic loads and how they are applied. BS 6399 is based on the UDL. The strength of the floor must be sufficient to support any applied load over the loaded area. For example, a large cupboard raised on feet has a significantly increased point loading compared to one sat on the whole base. The Applications section shows the compression resistance of individual insulants, where relevant.

Dead loads applied by various building components

Element Dead Load (kN/m2)
Flooring grade chipboard               0.1 to 0.2
75mm floating concrete screed               1.75
150mm concrete floor slab               3.50
Design load for general office use               2.50
Design load for light industrial use               5.00
Design load for general storage use               4.80
Design load for heavy storage use
              7.20
 
 
Laying Insulation on Floors Diagram

Position of Insulation


The position of the insulation in a ground floor influences the thermal mass of a building.

Positioning the insulation under chipboard or a screed will allow
 
the building to heat up quickly because the insulation is close to the inside of the building.

Positioning the insulation below the slab increases the thermal mass of the building. This results in more even temperatures and a reduced risk of condensation. This is best suited to buildings that are continuously heated or benefit from significant solar gains.

In ground level suspended timber floors above a ventilated airspace the insulation is normally located between the joists. Timber floors have little thermal mass and are therefore best suited to intermittent heating systems.

 

 

 

 

 

 

 

 

Building Regulation Requirements


The table below shows typical U-values for ground floors that will enable compliance by the whole building assessment methods required for the latest building regulations and standards.

              U-value (W/m2K)  
England, Wales & NI                      0.20  
Scotland                      0.20  
Ireland                      0.20  
 
.

Calculation of U-values


Unlike walls and roofs, the heat loss through a ground floor varies with its size and shape. The Building Regulations require that when ground floor U-values are calculated, BS EN ISO 13370: 1998 should be used.

The British Standard uses the ratio of the exposed floor perimeter to the floor area to take account of the variation in heat loss due to floor size and shape.

The measurement of the perimeter and area should be to the finished inside surfaces of the perimeter walls that enclose the heated space. Projecting bays should be included, but unheated spaces such as porches or garages should be excluded.

In the case of semi-detached and terraced dwellings and blocks of flats, the floor dimensions can either be taken as those of the individual dwellings themselves, or of the whole building. When considering extensions to existing buildings, the floor dimensions may be taken as those of the complete building including the extension.

Determining the U-value


The charts below show the thickness of insulation needed to achieve a U-value of 0.25 W/m2K when insulating a ground floor.

The charts are based on the ground having a thermal conductivity of 1.5 W/mK. The U-values for Crown Loft Roll assume it is placed between 50mm wide timber floor joists spaced at 600mm centres. However, look up tables, particularly for suspended ground floors, only give a guide to the expected performance. The high number of variables that have to be taken into account can significantly affect the U-value for a particular set of conditions. The Knauf Technical Advisory Centre can carry out the calculations for your specific requirements.
Concrete ground bearing slab
 
Example Diagram

Condensation


A vapour barrier is not normally required for most ground floor constructions. However, a vapour barrier should be installed between the insulation and a chipboard floor, especially if there is a risk of excessive moisture from the floor slab drying out.

Thermal Bridging


Thermal bridges are a significant source of heat loss. They may also cause localised condensation and mould growth. Correct detailing at the junction of the floor slab and external wall, as shown in the details above, will reduce thermal bridging and thus the risk of condensation.

Where insulation is placed between timber joists, the joists have the potential to act as thermal bridges. However, where joists are at least 150mm deep and the space between them is fully filled with insulation, the timber does not constitute a thermal bridge.

Air Leakage


With suspended timber ground floors, care is needed to minimise air leakage from the ventilated sub floor void into the heated space. As well as gluing the joints between the floor deck panels, the floor perimeter should be sealed by applying expanded foam tape under the skirting and a continuous bead of sealant to the back of the skirting prior to fixing.

British Standards


Designers should consult Agrément Certificate 93/2936 for Polyfoam Floorboard, or BS 5669: Part 2 and BS 7916 when selecting chipboard or other floor decking boards.

Guidance on the design and installation of concrete bases and screeds to receive in-situ flooring is given in BS 8204: Part 1.
Advice on resilient floor coverings, including recommendations for suitable bases is given in BS 8203.

Typical Specification Clauses

1) Ground bearing slab


1a) Insulation under slab


The whole of the ground floor area between brick, block or concrete subwalls to be insulated with Polyfoam Floorboard Standard*Extra*/Super* …...mm thick and laid directly over blinded hardcore. Polyfoam Floorboard, at least 25mm thick, to be cut and placed vertically against the subwalls to the depth of the concrete slab. (*delete as required)

The insulation to be laid above*/below* damp proof membrane, which should lap the perimeter wall dpc. Concrete slab and floor finish as specified by the designer. (*delete as required)

Alternatively, refer to NBS clause: E20/30 or E20/200

1b) Insulation above slab and below screed


Polyfoam Floorboard Standard*Extra*/Super*......mm thick, to be closely butted and placed over the whole area of the floor. Polyfoam Floorboard, at least 25mm thick, to be cut and placed to full depth of screed at the floor perimeter.(*delete as required)

The insulation to be overlaid with 1200 gauge polythene, taken up and over the perimeter insulation. A 75mm thick sand/cement screed with wire mesh*/ polypropylene reinforcing fibres* to be laid on top. Floor finish as specified by the designer. (* delete as appropriate)

Alternatively, refer to NBS clause: M10/40 or M10/290

1c) Insulation above slab and below chipboard


The whole area of the concrete floor to be lined with Polyfoam Floorboard Standard*Extra*/Super*, …...mm thick. All boards to be close butted.(*delete as required)


The insulation to be (overlaid with a vapour control layer of 1000g polythene and)* covered with 18mm t&g flooring grade chipboard. (*delete as required)

Alternatively, refer to NBS clause: K11/25 or K11/225

2) Suspended masonry floor


2a) Insulation below screed


Polyfoam Floorboard Standard*Extra*/Super*....mm thick, to be closely butted and placed over the whole area of the floor. Polyfoam Floorboard, at least 25mm thick, to be cut and placed to full depth of screed at the floor perimeter.(*delete as required)

The insulation to be overlaid with 1200 gauge polythene, taken up and over the perimeter insulation. A 75mm thick sand/cement screed with wire mesh*/ polypropylene reinforcing fibres* to be laid on top. Floor finish as specified by the designer. (* delete as appropriate)

Alternatively, refer to NBS clause: M10/40 or M10/290

2b) Insulation below chipboard


The whole area of the concrete floor to be lined with Polyfoam Floorboard Standard*Extra*/Super* …...mm thick. All boards to be close butted..(*delete as required)

The insulation to be (overlaid with a vapour control layer of 1000g polythene and)* covered with 18mm t&g flooring grade chipboard. (*delete as required)

Alternatively, refer to NBS clause: K11/25 or K11/225

3) Timber suspended floor


Polypropylene netting to be (draped over and between the joists and stapled to the sides of each joist*/stapled to the underside of the joists*). (*delete as required)

Crown Loft Roll 44 of ......mm thickness and of width to suit joist spacings, supported on the netting to fit tightly under the floor. Crown Loft Roll 44 to be cut and placed to fully fill the gap between the last joist and the perimeter wall. T&g flooring grade chipboard to be nailed or screwed to the floor joists, all as specified by the designer.

Alternatively, refer to NBS clause: P10/240 or P10/250

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