A FLOOR CASSETTE

Abstract

A floor cassette (1) comprising a profiled steel deck (3). A layer of set concrete (4) is provided on top of the profiled steel deck. The steel deck and concrete form a self-supporting structural component. A non-load bearing element such as a joist (2) or insulation (52) is attached to the opposite side of the steel deck from the concrete. The non-load bearing element having openings (25, 26) to allow the services to pass through, in use. The invention also extends to a method of constructing a building in which the cassettes (1) are pre-formed in a factory.

Claims

1. A floor cassette comprising a profiled steel deck; a layer of set concrete on top of the profiled steel deck; wherein the steel deck and concrete form a self-supporting structural component; and a non-load bearing element attached to the opposite side of the steel deck from the concrete.

2. A cassette according to claim 1, further comprising means to retain services on the non-load bearing element.

3. A cassette according to claim 2, wherein the means to retain services on the non-load bearing element is in the form of openings through the non-load bearing element.

4. A cassette according to claim 1, wherein a weld mesh is embedded in the concrete layer.

5. A cassette according to claim 1, the cassette further comprises a layer of insulating board above the concrete layer.

6. A cassette according to claim 5, further comprises an under floor heating layer on top of the insulating board layer.

7. A cassette according to claim 1, wherein the non-load bearing element is provided by a plurality of joists, the joists having a beam structure with upper and lower flanges separated by a web, at least 30% of the area of the web being open to allow the services to pass, in use, through the joists.

8. A cassette according to claim 7, further comprising service supports incorporated into the joists.

9. A cassette according to claim 7, further comprising services incorporated into the joists.

10. A cassette according to claim 7, further comprising ceiling panels fixed to the joists of the cassette.

11. A cassette according to claim 7, wherein the joists are steel joists

12. A cassette according to claim 11, wherein the joists are light gauge steel joists.

13. A cassette according to claim 7, wherein at least 40% of the area of the web is open.

14. A cassette according to claim 7, wherein at least 50% the area of the web is open.

15. A cassette according to claim 7, wherein the joists are spaced from longitudinal edges of the structural component that they are parallel to and stop short of the transverse edges of the structural component to allow the structural component to be directly supported on all sides from below.

16. A cassette according to claim 1, wherein the non-load bearing element is provided by insulation.

17. A cassette according to claim 1, wherein the profiled steel deck has a plurality of ridges and wherein the non-load bearing elements run transverse to the ridges.

18. A method of constructing a building, the method comprising: forming a cassette according to claim 7 in a factory; transporting the cassette to a building site; building a building frame on the building site; installing the cassette on a building frame such that the structural component is supported on the building frame; running pipework and/or cabling through the openings; and installing flooring above the concrete layer.

19. A method according to claim 18, further comprising attaching ceiling panels to the lower flange of the joists.

Description

[0031] An example of a floor cassette in accordance with the present invention will now be described with reference to the accompanying drawings, in which:

[0032] FIG. 1 is a perspective view of part of a cassette in which most of the concrete has not been shown for clarity;

[0033] FIG. 2 is a schematic partial cross-section through a complete floor incorporating the floor cassette;

[0034] FIG. 3 is a perspective view form below and one side showing the cassette of FIG. 1 supported on the building frame;

[0035] FIG. 4 is a perspective view form below and the opposite side showing the cassette of FIG. 1 supported on the building frame;

[0036] FIG. 5 is a perspective view form below of a second cassette:

[0037] FIG. 6 is a perspective view from above of a third example with no concrete present;

[0038] FIG. 7 is a perspective view from below of a fourth example with no concrete present; and

[0039] FIG. 8 is a perspective view from below of a fifth example with no concrete present.

[0040] The floor cassette 1 consists of three main components, namely the joists 2, the profiled steel deck 3 and the concrete 4.

[0041] As shown in FIG. 1, a plurality of joists 2 are arranged parallel to one another across the width of the cassette. Only two joists are shown in FIG. 2 for clarity. In practice, the joists 2 will be arranged across the entire cassette 1.

[0042] The joists are light steel gauge joists fabricated in a steel profiling machine.

[0043] Each joist 2 has an upper flange 21 and a lower flange 22 connected by a web 23. As shown here, the upper 21 and lower 22 flanges have a C-shaped channel section with the side walls 24 and a connecting wall 25. The flange 23 is formed of an undulating strip of steel which may also have a C-shaped profile.

[0044] Other forms of light gauge cold form steel joists may be used. They can have any suitable profile to allow the necessary services to be fitted.

[0045] Significantly, the web 23 is provided with a number of open areas 25, 26 to allow for services such as pipework 27 and cable bundles 28 (see FIG. 2) to be passed through the floor structure.

[0046] The profiled steel deck 3 is placed on top of an array of joists 2 and are connected together by a plurality of bolts 31, self tapping screws or lifting loops.

[0047] The profiled steel deck is provided with a number of undulations 32 running transverse to the direction of the joists 2. As shown in FIG. 1, the undulations have a generally dome-like construction, while as shown in FIG. 2 the undulations 32′ have a trapezoidal configuration. A number of suitable cross-sections can be used and these are well known in the art as they can be conventional profiled steel deck configurations. Such profiles are currently in use for concrete floors which are formed in-situ and are manufactured under the name MetFloor®. The nature of the profile is selected based on the properties required of the flooring. The profiled steel deck 3 may be formed of a galvanised steel.

[0048] The steel deck 3 is surrounded by galvanised steel end plates 5 which are only partly shown in FIG. 1 in a corner of the floor cassette for clarity. Additional end plates 5A run along two sides of profiled steel deck 3 to close off the ends of the channels in the deck 3 to maintain the concrete in place. The profiled steel deck 3 forms the base of the concrete former, while the end plates 5 form the side walls. A weld mesh 6 is fixed above the profiled steel deck 3 whereupon the concrete is poured on to the profiled steel deck 3 filling the space above the profiled steel deck 3 and defined by the end plates 5.

[0049] FIG. 1 shows the concrete 4 only in the corner of the cassette which has the end plates. In practice, this would extend fully across the cassette but is omitted in FIG. 1 so that the underlying components are visible.

[0050] All of the above operations can be carried out in the carefully controlled environment of a factory such that reliable joints and a good surface finish can be achieved. If required for the application, additional features can be built into the cassette in the factory. For example, the layer of insulating board 7 may be fixed on top of the concrete 4. An underfloor heating layer 8 may optionally be fitted on top of the board 7.

[0051] In practice, a building framework 10, as partially shown in FIGS. 3 and 4 is erected separately on the building site. This comprises uprights 11 and cross beams 12. This is constructed in a known manner. The framework may be a traditional steel sectional frame. However, it may also be a light gauge steel frame, timber frame or a masonry frame.

[0052] Once the floor cassette has been made in this form, it can be transported to the building site using standard transportation systems. Once on site, it can be picked up by a crane and placed in position on the beams 12 of the building framework. As can be seen in FIGS. 3 and 4, it is the steel deck 3 and end plates 5 which rest on the cross beams 12. Glue may be used at this interface to prevent lifting and lateral movement of the cassette. The joists are spaced from the cross beams 12 and simply hang down from the steel deck 3. As such, they are not load bearing components.

[0053] With reference to FIG. 2, all of the layers from the joists 2 up to the concrete 4, and optionally including the insulating board 7 and heating 8 layers, are part of the preformed cassette. Once installed in this form, the services including pipework 27 and cable bundles 28 are placed through the gaps 26 and supported on the lower flange 24 of the joists 2. Ceiling tiles 9 for the floor below are then attached to the bottom of the joists to conceal the services. The chosen flooring 10 (such as floorboards, tiles or carpet) is then attached installed on the concrete layer 4 or to the additional optional layers 7, 8.

[0054] A second example of a floor cassette is shown in FIG. 5. The upper part of the cassette is the same as described above and the same reference numerals have been used to designate the same components.

[0055] The only difference is that the joists have been replaced by blocks 40 of expanded polystyrene or urethane to provide heat insulation. They could instead be a different thermal insulator or sound insulator. The blocks 11 are bonded to the deck 3 using an adhesive. If required, holes (not shown) can be made in the insulation to accommodate services which will be run through the insulation.

[0056] In this form the cassette is craned into place on the building frame as described above.

[0057] A third example of a floor cassette is shown in FIG. 6. In this case the joists 2 are replaced by C section beams 50. The beams are positioned at right angles to the ridges in the deck 3 but can run in the same direction as the ridges in the deck. The joists in the first example may also be configured in this way. Holes (not shown) may be provided to accommodate services. These beams may be present on their own, or may be used to provide a suspension system for the insulation as shown in FIGS. 7 and 8.

[0058] In FIG. 7 first insulation blocks 51 are placed in the C section while second, larger blocks 52 fit between adjacent sections. Again, holes may be formed for services if needed.

[0059] FIG. 8 shows a different arrangement in which only a single type of block 53 is used which fits between adjacent beams 50 and held in place by a plurality of rigid straps 54 which are fitted onto the beams 50. Holes (not shown) may be provided to accommodate services. Alternatively, the lower exposed parts of the beams 50 may provide a channel for the services.