BUILDING CONSTRUCTION

Abstract

A building is constructed from a plurality of rectangular wall sections secured to one another. At least some wail sections are formed of an upper and a lower beam, vertical studs extending between the upper and lower beams and a wall panel secured to the beams and to the studs. In the invention, each beam is formed of an elongate metal sheet folded through a right angle about at least one longitudinally extending line to define at least a horizontal first plate, and a vertical second. A plurality of separately formed sheet metal brackets are secured to at least one of the plates of the folded metal sheet at preset distances from one another along the length of the beam and secured to the ends of the studs.

Claims

1. A method of constructing a studwork wall section that has upper and lower beams, studs extending vertically between the upper and lower beams and a wall panel secured to the upper and lower beams and to the studs, which method comprises: providing studs of uniform length, providing load bearing structural support beams each formed of an elongate metal sheet folded through a right angle about at least one longitudinally extending line to define at least a horizontal first plate, and a vertical second plate to be secured to the wall panel of the studwork wall, each beam having been pre-fitted with a plurality of separately formed sheet metal L-shaped or U-shaped brackets that are permanently secured to at least one of the plates of the folded metal sheet at preset distances from one another along the length of the beam, securing a plurality of studs between two beams by fixing each end of each stud to one of the brackets on a respective one of the beams so that the studs lie parallel to one another, and securing a wall panel to the two beams and the studs, the dimensions of the wall panel ensuring that the studs and the beams lie at right angles to one another,

2. A method as claimed in claim 1, wherein, prior to securing studs to the beams, the beams are supported generally parallel to one another on a non-vertical, preferably horizontal, surface.

3. A method of constructing a studwork structure, which comprises constructing two wall sections by the method of claim 1, temporarily holding the two wall sections in a vertical altitude and mutually inclined planes, and securing adjacent lateral edges of the two wall sections to one another to form a self-supporting corner.

4. A structural support beam for enabling construction at a building site of a studwork wall section that comprises two load bearing beams, studs extending parallel to one another between the beams to form a frame and a wall panel secured to the frame, wherein the beam is formed of an elongate metal sheet folded through a right angle about at least one longitudinally extending line to define a vertical plate having an outwards facing side to be secured to the wad panel of the studwork wall and at least one horizontal plate projecting inwards from the vertical plate, wherein the beam is fitted, prior to arrival at the building site, with a plurality of separately formed sheet metal L-shaped or U-shaped brackets that are permanently secured to at least one of the plates of the folded metal sheet at preset distances from one another along the length of the beam, the brackets being located entirely inwards of the vertical plate.

5. A beam as claimed in claim 4, wherein the beam is intended to be secured the lower edge of a wad panel and comprises an elongate metal sheet bent about a longitudinally extending fold line to form horizontal and vertical plates and the brackets for fixing to the studs being secured to the inner sides of both the horizontal and vertical plates of the metal sheet.

6. A beam as claimed in claim 5, wherein the horizontal plate of the beam has a downwardly bent return along the inwards facing edge to fit over the edge of a foundation wall.

7. A beam as claimed in claim 5, wherein the horizontal plate of the beam extends further from the vertical plate than the stud mounting brackets to provide a region to which a floor may be secured.

8. A beam as claimed in claim 4, wherein the beam is intended to be secured to the upper end of a wall section to serve as a lintel for supporting an upper storey or a roof, the beam comprising an elongate metal sheet bent to form two horizontal plates and one vertical plate, stud mounting brackets being secured an outer side of the lower of the two horizontal plates to project downwards.

9. A beam as claimed in claim 8, wherein brackets capable of being screwed to joist are additionally mounted between and secured to both horizontal plates in vertical alignment with the stud mounting brackets.

10. A beam as claimed in claim 9, wherein cut-out slots are formed in the upper horizontal plate of the beam in alignment with the joist mounting brackets.

11. A beam as claimed in claim 4, wherein the elongate metal sheet and the brackets are laser cut and are secured to one an another by rivets inserted into aligned laser cut holes.

12. A beam as claimed claim 4, wherein at least two tabs are bent out of the plane of the vertical plate of the metal sheet to project, horizontally level with one another, in the opposite direction from the horizontal plate(s) of the metal sheet.

13. A budding comprising a plurality of rectangular wall sections secured to one another, wherein at least some wall sections comprise an upper and a lower beam as claimed in claim 4, vertical studs extending between the upper and lower beams and a wall panel secured to the beams and to the studs.

14. A building as claimed in claim 13, wherein the studs are made of a fibrous material, such as wood.

15. A beam as claimed in claim 4, wherein holes are provided in the beam for the passage of wires and pipes through the beam.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0028] The invention will now be described further, by way of example, with reference to the accompanying drawings, in which:

[0029] FIG. 1 is a perspective view of the frame of a building constructed using beams of sheet metal and vertical studs, joists and rafters made of wood,

[0030] FIG. 2 is a view showing only the sheet metal beams of the building shown in FIG. 1,

[0031] FIG. 3 is perspective view from within of a base beam,

[0032] FIG. 4 is a view of two base beams at a corner of the building as viewed from the outside,

[0033] FIG. 5 is a view from within the building of a lintel beam connected to the studs of a lower storey and to ceiling joists and of a wall beam secured to the lintel beam and connected to studs of an upper storey,

[0034] FIG. 6 is a view from within the building of a corner of the perimeter beams meeting at a corner between two storeys of the building,

[0035] FIGS. 7 and 8 are view of a roof beam, and

[0036] FIG. 9 shows a gable beams.

DETAILED DESCRIPTION OF THE DRAWINGS

[0037] The building framework shown in FIG. 1 is made up of the galvanised steel beams shown in FIG. 2, which may be powder coated and studs, joist and rafters made of wood or or composite cellulosic fibre. The sheet metal beams are constructed in accordance with different embodiments of the invention whereas the remaining components are stock items that can be purchased from a timber yard.

[0038] The beams of the different embodiments of the invention are designed for different parts of a building, as will be clear from the description below. The different beams, however, all have in common the fact that they are made of sheet metal, for example 1.5 mm steel, and derive their strength from the fact that the sheet metal has at least one fold to define a horizontal plate and at least one vertical plate, and that they have brackets secured to them at preset distances from one another to connect to the vertical studs of the building.

[0039] The stud mounting brackets are fixed to the beam during their manufacture so that, when they arrive at a building site, all the stud mounting brackets are already in place and correctly aligned. This differs from some known systems where stud mounting brackets are affixed to beams on site, often after the beams have already been mounted in situ.

[0040] Because of this design of the beams, they act as templates for the assembly of rectangular wall sections that can be assembled one at a time and secured to one another to form the framework shown in FIG. 1. Each wall section is assembled from two beams that are arranged as the top and bottom the wall section. Studs of standard length are screwed to the brackets of the two beams and a wall panel, made for example of vapour permeable formaldehyde-free tongue-in-groove OSB board, is screwed to the vertical plates of the two beams and to the studs that extend between them.

[0041] The different beams used in constructing the framework of FIG. 1, include a base beam 12 that is fitted directly to a wooden plinth 10 constructed as part of the building foundation. The top of each wall section on the lowest storey is formed by a lintel beam 14 of which there are two types, namely a joist-bearing lintel beam 14a and a non-joist-bearing lintel beam 14b.

[0042] The wall sections of the higher storeys have a wall beam 16 along their lower edge which is secured to a lintel beam 14 of the storey below. Two further special purpose beams that are required are the roof beams 12 and gables beams 20 and 22.

[0043] The different types of beam that are required to construct the framework of FIG. 1 will now be described by reference to FIGS. 3 to 9.

[0044] FIGS. 3 and 4 show the construction of the base beams 12. Each base beam 12 comprises a metal sheet 120 that is bent into an L-shape to define a vertical plate 121 and a horizontal plate 123. Brackets 122, 124 and 126 intended to be screwed to the studs 50 of the wall section are secured to the vertical and horizontal plates 121, 123. Though the brackets could be welded to the metal sheet 120, it is preferred to form laser cut holes in both the brackets and the metal sheet and to plate rivets in these holes after they have been correctly aligned. The stud brackets include L-shaped brackets 122 for the studs 50 at the lateral ends of a wall section, U-shaped brackets 124 wide enough for one stud 50 and a further U-shaped bracket 126 that is wide enough for two studs 50.

[0045] The length of the beam is equal to the combined width of two OSB boards. Two studs 50 are required in the centre of the wall section to allow two OSB boards to be secured to the studs 50.

[0046] The horizontal 123 and vertical 121 plates of all the beams 12 are provided with holes 127 for the passage of wires and pipes and if necessary any hole used to pass a wire or a pipe may be fitted with a grommet to prevent chafing.

[0047] The lower edges of the holes 126 in the vertical plates 121 of the base plate 12 have outwardly turned tabs 128. These are used to support and located the OSB-boards as they are being screwed in position. As tabs at the top and bottom of each OSB board will be spaced apart by the exact length of the OSB board, there presence will also prevent racking, that it is say it will ensure that the walls sections are all accurately rectangular, with 90 corners.

[0048] The base beams 12 additionally have a small return 130 to fit over the wooden plinth 10 which may typically be mounted to a course of bricks.

[0049] The lintel beams 14 shown in FIGS. 5 and 6, that are used at the top of each wall section, are required to withstand a higher bending load than the base beams. For this reason, the lintel beams are constructed of C-shaped cross section instead of an L-shaped cross section. The lintel beams have a vertical wall 141 and a lower horizontal wall 143. Brackets 144, that are similar in construction and in positioning to the brackets 122, 124 and 126 of the base plate, depend from the under surface for screwing to studs of the wall section.

[0050] The lintel beams also have an upper horizontal plate 145, 146 and brackets 149 that are positioned between the two horizontal plates and are riveted to them. The brackets 149 which are aligned vertically with the brackets 144, may optionally be additionally secured to the vertical plate 141.

[0051] In the case of the non-joist-bearing lintel beams 14b, the upper horizontal wall 146 is continuous. However, for the joist-bearing beams 14a, the upper plate 145 has slots aligned with the brackets 149 so that the joists may be lowered into the brackets 149 from above.

[0052] After the joists have been placed within the brackets 149 of a joist-bearing beam 14a, a wall plate 16 is riveted to the upper plate 145 of the lintel beam 14a to hold the joists in place and strengthen the lintel beam 14a. In the case of a non-joist-bearing beam 14b, there is no requirement for slots and the upper plate 146 of the lintel beam 14b is therefore continuous. In this case, the lintel beam 14b may also be pre-assembled to a wall beam 16 instead of being riveted to it on site. The action of riveting or bolting the wall plate component 16 to the joist bearing beam creates additional load bearing capacity enabling the composite assembly to span further over window or door openings.

[0053] The wall beams 16 are essentially base beams 12 and differ from the base beams only in the construction of the lower horizontal plate. Instead of having a return to fit over a plinth 10, the horizontal plate of a wall beam 16 is made wider to project beyond the stud brackets and provide a protruding strip 150 to which OSB boards forming the floor boards of the upper storey may be screwed.

[0054] The roof beam 18 shown in FIG. 7 and the gable beams of FIGS. 8 and 9 are constructed on the same principle as the base and lintel beams. They have a folded elongate sheet metal component for strength and brackets for screwing to studs and rafters, as will be clear from FIG. 1.

[0055] Unlike the remaining beams, in the case of the gable beams 20 and 22, the stud brackets do not lie in a plane normal to the longitudinal axis of the of the beam but at an angle that corresponds to the pitch of the roof. The building in FIG. 1 requires two different forms of gable beam 20 and 22 because it has sections of different pitch. It should be noted that the internal axial bearing surface inside the stud brackets is always perpendicular to the vertical span of the stud. This enables axial loads to be transferred from the stud to the roof beam 18 without the need for cutting timbers to the precise inclination of the roof plane. Ordering pre-cut timber studs with perpendicular s awn ends reduces site erection time and reduces the timber stud preparation cost.

[0056] Instead of a continuous foundation wall 10, it may in some cases be preferred to insert piles into the ground and to secure a lintel beam to the tops of the piles. In this case, the lowest floor also uses wall beams 16 as base beams and may have joists screwed to the lintel beams to provide a floor for the lowermost storey of the building.

[0057] Though only the construction of the perimeter walls is described above, it will be appreciated that a similar structure to that described above may be used for forming interior partition walls.

[0058] As above described, the invention enable construction of a framework faced with OSB boards that enclose the entire interior of the building. While doors pre-assembled within frames may be used in place of all or half of a wall section, windows are formed by cutting out holes in the OSB boards and securing window assemblies to the studs and beams that are already in place.

[0059] The strength of the building in FIG. 1 is not derived from any single component. Hence, the lintel beams are not required to have, prior to their assembly, the same load-bearing capacity as a conventional concrete lintel or a rolled steel joist. The fact that the beams are secured to studs and wall board increases their resistance to bending and, because they are screwed to the joists and floor boards the walls of the building, they are prevented from bowing in or out. The total weight of the building materials used in the construction is therefore significantly reduced, which in turn reduces the load that needs to be supported by lower storeys.

[0060] The reduction in the weight of the building material reduces material costs and also simplifies the foundations required to support the building. Screws driven into the ground to act as piles may suffice to construct a raised raft, allowing the building to be erected in a flood plane.

[0061] The framework is also well suited to eco-friendly construction. Insulation, such as mineral wool having a thickness of 150 mm, may be placed within each wall section before an inner wall is secured to the studs.

[0062] Though the inner walls may be made constructed in a conventional manner, for example using plaster board or a suitable sheet insulating system, it is preferred to use sheets of cork. Cork is currently available inexpensively and offers many advantages because of its lightness, excellent thermal insulation and fire resistance.

[0063] The exterior of the building may also be protected by cork, or any other sheet insulation system, in this case secured to batons that are secured by nails or screws to the outer side of the OSB boards, after the latter been covered with a layer of air-permeable but water proof paper, such as Tyvek.

[0064] The roof structure of the building may conveniently be formed entirely of solar panels. Conventionally, a solar panel would be mounted above a water tight roof structure, for example a tiled roof, but in an aspect of the invention it is contemplated that the solar panels should themselves act to prevent water from entering the building and that they should be supported in such a manner as to be capable of withstanding the weight of a build-up of snow.

[0065] The roof space may be designed to act as a conservatory, in which case the light passing through the solar panels may be allowed to enter the roof space. Alternatively, boards and insulation may be secured to the rafters to provide additional thermal insulation and keep out the light passing through the solar panels.

[0066] It may thus be seen that by using beams having accurately pre-mounted stud brackets, the invention allows buildings to be erected accurately and without reliance on skilled labour using standard materials available from a timber yard. In this way, the time from conception to completion can be reduced significantly.

[0067] The manufacture of the beams may itself be performed without reliance on skilled labour as it only requires sheet metal to be laser cut and bent. The attachment of the stud brackets to the beams can be performed accurately without reliance on skilled labour as it requires only the insertion of rivets into laser cut holes.