FIRE-RESISTANT CONSTRUCTION ELEMENT FOR CONNECTING THERMALLY INSULATED PARTS OF A BUILDING

Abstract

A construction element is for forming a connection between two parts of a building that are thermally insulated from one another. The element includes an elongate portion having a thermally insulating material, tension bars which run through the thermally insulating portion and which are configured to be anchored in the building parts that are to be connected, and components for absorbing compression and shear forces between the building parts. The construction element has the underside and part of the raised side walls of the elongate portion formed by a fire-resistant profile with a base surface and two raised side walls. A thermally insulating layer is on the base surface of the profile.

Claims

1. A construction element for forming a connection between two parts of a building which are thermally insulated from one another, the construction element comprising: an elongate portion comprising a thermally insulating material, and configured to be placed between the parts of the building, bars which run through the thermally insulating portion and which are configured to be anchored in the building parts that are to be connected, and to absorb the tensile forces between the building parts, components for absorbing compression and shear forces between the building parts, wherein an underside and part of the raised side walls of the elongate portion are formed by a fire-resistant profile with a base surface and two raised side walls, and wherein a thermally insulating layer is provided on the base surface of the profile.

2. A construction element according to claim 1, wherein the thermally insulating layer is fire-resistant.

3. A construction element according to claim 1, wherein the fire-resistant profile is made of a composite material.

4. A construction element according to claim 3, wherein the composite material is a fire resistant fibre cement.

5. A construction element according to claim 4, wherein the thickness of the profile is between 1 mm and 3 mm.

6. A construction element according to claim 1, wherein the thermally insulating layer is formed of a material with a thermal conductivity lower than 0.06 W/mK at 20 C.

7. A construction element according to claim 1, wherein the thermally insulating layer is made of compressed rock wool.

8. A construction element according to claim 1, comprising an uppermost fire-resistant profile with a base surface and two downward side walls is provided at the top of the elongate portion, and wherein a thermally insulating layer is provided on the base surface of the uppermost profile.

9. A construction element according to claim 8, wherein the thermally insulating layer at the top of the elongate portion is fire-resistant.

10. A construction element according to claim 1, wherein a plurality of support blocks are provided for absorbing compression and/or shearing forces, and wherein the raised side walls of the fire-resistant profile are provided with notches to provide space for the support blocks.

11. A construction element according to claim 1, wherein the thermally insulating material is selected from the group of PIR, PUR, EPS, XPS, and equivalent materials.

12. A construction element according to claim 9, wherein the thermally insulting material is selected from the group of PIR, PUR, EPS, XPS, and equivalent materials except in the areas above at least one or more of the support blocks, where the thermally insulating material consists of mineral wool, and wherein a tension bar passes through the mineral wool.

Description

BRIEF DESCRIPTION OF THE FIGURES

[0015] FIGS. 1a and 1b show side views of construction elements for use as a thermal break, as known from the prior art.

[0016] FIG. 2 shows a side view of a construction element according to one embodiment of the invention.

[0017] FIG. 3 shows a three dimensional image of a construction element according to one embodiment of the invention.

[0018] FIG. 4 shows an alternative embodiment of the construction element according to the invention.

[0019] FIG. 5 shows another embodiment of the construction element according to the invention.

DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS OF THE INVENTION

[0020] FIG. 1a shows a cross-section of a construction element for creating a thermal break, as known from the prior art. The element consists of the following components: An elongate beam-shaped part 11 comprising a shell including a thermally insulating material 2, such as mineral wool or PIR (polyisocyanurate), PUR (polyurethane), EPS (expanded polystyrene), XPS (extruded polystyrene). The shell comprises metal side walls 3 located at the upper and lower parts of each of the sides of the beam-shaped portion 11, and of upper and lower sealing caps 4 formed of a synthetic materials, e.g., PVC. It is also possible for the shell to form a contiguous whole that completely surrounds the insulating material. At the upper part of the shell, the beam-shamed portion 11, a number of bars run through the beam-shaped portion 11. These bars are configured to absorb the tensile force between the connected parts of a building. The bars 5 are usually made of steel, and pass through openings in the metal side walls 3, where the bars are welded to these metal walls in order to provide a provisional connection between the bars and the walls. Provisional means that: this connection serves to secure the bars relative to the beam-shaped portion 11 during the installation of the construction element.

[0021] In a lower part of the beam-shaped portion 11, support elements 7 are provided to absorb compression and shearing forces. These are support blocks made of a solid material, e.g., concrete, with the shape of the block and the composition of the material provided so as to absorb both compression and shearing forces. In and of itself, this type of block is known, and it is described, e.g., in US 2013/0276393. One or more bars 5 are provided above each of the support blocks 7. As shown in FIG. 1b, instead of these blocks 7, more conventional compression bars 8 and bars 9 passing diagonally through the insulation may also be provided, or a support block that is only configured to absorb compression forces may be combined with a diagonal 9. The construction element is placed in a building in the known manner by placing the insulating beam-shaped portion 11 between two parts of a building, e.g., between a first concrete floor inside the building and a second concrete floor that is connected to the building in an cantilevered manner, with the bars and other force-absorbing elements anchored in the concrete floors.

[0022] A construction element according to one possible embodiment of the invention is shown in cross-section in FIG. 2. The element also comprises an elongate beam-shaped portion 11, filled with thermally insulating material 2. The underside and part of the side walls of the beam-shaped portion 11 is formed by a one-piece fire-resistant component 15 consisting of a flat undersurface 16 and two raised side walls 17. The fire-resistant portion 15 is formed of a rigid, fire-resistant material with low thickness, e.g., 1-3 mm thick. The part 15 thus forms a profile, more specifically a U-profile, of a given stiffness. Preferably, a composite material is used for the fire-resistant profile 15. According to a particular embodiment, the profile is formed of a fibre cement, such as IPC (Inorganic Phosphate Cement) reinforced with fibreglass. On the bottom of the fire-resistant profile 15, there is a thermally insulating layer 18 that is for example 1.5 cm thick. According to a preferred embodiment, the layer 18 is formed of material that is both thermally insulating and fire-resistant. This layer 18 completely covers the flat undersurface 16 of the profile. Advantageously, the thermally insulating layer 18 has a thermal conductivity lower than 0.06 W/mK at 20 C. One material that is suitable for use as the layer 18 is compressed rock wool in a thickness of between 1 and 20 mm, preferably between 10 and 15 mm. Above this bottom layer, the thermally insulating material of the construction element is arranged. At the top, the construction element is sealed by a plastic sealing cap 4 and metal side walls 3, as in prior-art products. The supports 7 and the tension bars 5 are identical to those used in existing products.

[0023] FIG. 3 shows a 3D image of an embodiment of the construction element according to the invention, indicating the components described above. It can be seen that, when supporting blocks 7 are used, the fire-resistant profile 15 is provided with notches 20 in the raised side walls 17 in which the supporting blocks 7 are placed. These blocks are also often provided with guides 21 on the side walls (see FIG. 2), into which the sides of the notches 20 can be slid.

[0024] The fire-resistant profile 15 may also be applied in combination with the compression bars 8 and diagonal bars 9 shown in FIG. 1b, or with other combinations, such as a block that absorbs compression forces together with a diagonal bar 9.

[0025] The raised walls 17 of the fire-resistant profile 15 are high enough to cover the insulation material 2 laterally up to a certain height. Due to the fire-resistant effect of the fire-resistant profile 15 and the bottom layer 18 beneath the construction element, insulation material 2 with lower-level fire-resistant properties but high thermal insulation properties such as PIR, PUR, EPS, XPS, or equivalents, can be used for the construction element according to the invention. The construction element according to the invention thus offers the advantage that these high-quality materials may be used without compromising fire safety.

[0026] The tension bars 5 may be made of steel. According to one embodiment, the tension bars, or at least part of the tension bars, are made of a non-metallic material, e.g., a material based on a resin containing basalt fibres. Other possible materials for the tension bars include materials based on glass fibres or Aramid polymers.

[0027] Other embodiments are possible. FIG. 4 shows a version in which a fire-resistant profile 15 and a bottom layer are provided not only at the bottom, but in which these components 15, 18 are also provided at the top of the construction element.

[0028] FIG. 5 shows an embodiment in which, above one of the support blocks 7, a plastic support 25 is positioned that holds a piece of mineral wool 26 in place. The mineral wool part 26 is approximately as wide as the support block 7, and, like the support block 7, it is positioned perpendicular to the longitudinal direction of the profile 15. The support 25 is provided with an opening 27 through which a tension bar 5 can pass so that it passes through the mineral wool part 26. The rest of the insulation (not shown) then consists of PIR foam or equivalent. The local mineral wool insulation 26 provides a further improvement in fire safety due to this local shielding of the tension bars arranged above the support blocks 7.

[0029] In order to test the effective fire resistance of the construction element according to the invention, comparative trials were carried out on elements according to the invention and elements according to the prior art. The tests were performed according to the European standard EN 1365-5:2005. Heating was carried out in accordance with the standard fire curve. The test pieces were heated from below. Four test pieces were tested according to the cross sections shown in FIGS. 1a, 1b, 2, and 4. Test pieces 1 and 2 are thus produced in accordance with the prior art with rock wool as the insulating material. Test pieces 2 and 3 are constructed according to the invention with. PIR as the insulating material, and with a fire-resistant profile and a compressed rock wool layer at the top and/or at the bottom. The tests were carried out over a period of 120 min. The criteria of inadequate fire resistance that were verified were failure by subsidence and speed of subsidence.

[0030] None of the test pieces fulfilled the aforementioned criteria for inadequate fire resistance during the 120 min period. This means that the test pieces according to the invention are as fire-resistant as the known-art test pieces. In other words, the fire-resistant profile 15 and the compressed rock wool layer 18 confer the same fire resistance properties on the element with PIR as an element using rock wool as insulation.