MODULAR BUILDING CONSTRUCTION USING COMPOSITE INTERCONNECTED FRAME PANELS

Abstract

A building module for use in construction of a structure incorporating a plurality of said modules which together form at least part of the structure. Each building module comprises a first peripheral frame of a first size defining a space which receives a layer of barrier material, a second peripheral frame of a second size defining a space which receives a layer of barrier material and which is joined at a first junction to the first peripheral frame of the first size in abutting end to end relationship to form a first auxiliary module. A third peripheral frame has the same size as the first peripheral frame and which defines a space which receives a layer of barrier material. A fourth peripheral frame has the same size as the second peripheral frame and which defines a space which receives a layer of barrier material and which is joined at a second junction to the third peripheral frame of the first size in abutting end to end relationship to form a second auxiliary module. The first and second auxiliary modules are attached side by side to form said building module; wherein the first and second auxiliary modules are attached to each other so that the first and second junctions are staggered along the length of the structure.

Claims

1. A walkway bridge structure manufactured from a plurality of assembled wall frames connected end to end and floor panels placed end to end together defining with two side walls and a through passage along the walkway, the walkway bridge supported at first and second ends and spanning from the first end to the second end; each wall frame having side edges which define a space which receives a layer of barrier material therein; wherein the wall frames forming each side wall are arranged so that a first frame having an area of a first size on one side wall opposes a first frame having a having an area of a second size on the other side wall so that a join between abutting frames on one of the walls does not transversely align with a join between abutting frames on the other wall.

2. A walkway bridge according to claim 1 wherein the frame having the area of the first size is approximately half the area of the frame of the second size.

3. A walkway bridge according to claim 2, wherein, the joins between abutting panels on one of the side walls are staggered relative to joins between abutting frames on the opposite side wall.

4. A walkway bridge according to claim 3, wherein, the frames are formed from angle sections.

5. A walkway bridge according to claim 4 wherein, each wall of the walkway bridge is formed from one said half size frames and a plurality of frames of the same size.

6. A walkway bridge according to claim 5 wherein each said frame includes diagonal cross bracing.

7. A walkway bridge according to claim 6 wherein the joins between frames are effected by opposing said angle sections.

8. A walkway bridge according to claim 7 wherein the joins are disposed vertically.

9. A walkway bridge according to claim 8 wherein the barrier material is a mesh in laid within the space defined by the angle sections.

10. A walkway bridge according to claim 9 wherein the walkway structure formed using said plurality of said frames is a pedestrian walkway.

11. A walkway bridge according to claim 10 wherein each frame is formed from end to end connection of said angle sections.

12. A walkway bridge according to claim 11 wherein each said angle sections include along their length, openings to receive fasteners.

13. A walkway bridge according to claim 12 wherein the frames, bracing and barrier material are manufactured from steel.

14. A walkway bridge according to claim 13 wherein the side walls are joined by transversely disposed connecting struts.

15. A walkway bridge according to claim 14 wherein each strut engages a joins of frame panels on one wall and provide lateral stability to said side walls.

16. A walkway bridge according to claim 15 wherein the walkway bridge is an overhead walkway.

17. A walkway bridge according to claim 16 wherein the bridge is an overhead bridge suspended between two supports.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0020] The present invention will now be described in more detail according to a preferred but non limiting embodiment and by way of example only with reference to the accompanying drawings wherein;

[0021] Preferred embodiments of the invention will now be described, in relation to the accompanying drawings in which:

[0022] FIG. 1 shows a perspective exploded view of the walkway assembly according to a preferred embodiment.

[0023] FIG. 2 shows a perspective view of the assembly of FIG. 1 partially constructed with auxiliary frames attached to the primary frame box sections.

[0024] FIG. 3 shows an elevation view of auxiliary frames joined together and the relationship with joins of the primary frames.

[0025] FIG. 4 shows a top view of the auxiliary frames of FIG. 3.

[0026] FIG. 5 shows a side elevation view of the auxiliary frames of FIG. 4.

[0027] FIG. 6 shows a perspective view of the typical auxiliary frames of FIG. 3 interconnected.

[0028] FIG. 7 shows an enlarged elevation view of a half size auxiliary frame module in isolation.

[0029] FIG. 8 shows an enlarged elevation view of a full size auxiliary frame module in isolation.

[0030] FIG. 9 shows an enlarged perspective view of a half size auxiliary frame module in isolation.

[0031] FIG. 10 shows an enlarged perspective view of a full size auxiliary frame module in isolation.

DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS

[0032] The examples referred to herein are illustrative and are not to be regarded as limiting the scope of the invention. While various embodiments of the invention have been described herein, it will be appreciated that these are capable of modification, and therefore the disclosures herein are not to be construed as limiting of the precise details set forth, but to avail such changes and alterations as fall within the purview of the description. Although the method and apparatus aspects of the invention will be described with reference to their application to heavy and light building construction, it will be appreciated that the invention has alternative applications.

[0033] Referring to FIG. 1 there is shown a perspective exploded view of a walkway assembly 1 according to a preferred embodiment. Assembly 1 comprises a primary frame 2 which includes primary box frame modules 3, 4, 5 and 6. Frame modules 3, 4, 5 and 6 are a series of box frames which are bolted together end to end to define an internal passage to become a walkway 39. Primary box frame 3 is formed as a series of rectangular cube space frames joined end to end and proportioned to accommodate personnel walking through the walkway assembly 1 along walkway 39. Module 3 comprises a bottom 7, sides 8 and 9 and a top 10. Module 4 likewise comprises a bottom 11, sides 12 and 13 and top 14. Modules 3 and 4 are arranged in abutting relationship and form join 15. Similarly module 5 joins module 4 to form join 16 and module 6 joins module 5 to form join 17. Joins 15, 16 and 17 are evenly spaced. Typically each box frame module is bolted to an adjacent module via abutting opposing module faces. Assembly 1 further comprises a wall 18 of secondary/auxiliary frame modules 19, 20, 21, 22 and 23. Auxiliary modules 19 and 20 form joint 24. Modules 20 and 21 form joint 25. Modules 21 and 22 form joint 26 and modules 22 and 23 form joint 27. Modules 19 and 23 are half modules and modules 20, 21 and 22 are full sized modules. Thus modules 19 and 23 define an area which is approximately half the area defined by frames 20, 21 and 22.

[0034] Assembly 1 further comprises a wall 28 of secondary/auxiliary frame modules 29, 30, 31, 32 and 33. Auxiliary modules 29 and 30 form joint 34. Modules 30 and 11 form joint 35. Modules 31 and 32 form joint 36 and modules 32 and 33 form joint 37. Modules 29 and 33 are half modules and modules 30, 31 and 32 are all full sized modules. The combination of frame 32 and half frame 33 allows versatility of construction in that the use of half modules allows joints 34, 35, 36 and 37 to be staggered relative to joints 15, 16 and 17 of box modules 3, 4, 5 and 6. Walls 18 and 28 in use engage box frame modules in frame 2 and allow staggering of the wall joints and main box frame joints to thereby impart additional strength compared to the strength of a structure using the same components if the joints were not staggeredfor instance if the joint 35 was in alignment with joint 15.

[0035] FIG. 2 shows with corresponding numbering a perspective view of the assembly 1 of FIG. 1 partially constructed with auxiliary frames attached to opposing walls 18 and 28 of the primary frame. It can be seen from this partially completed walkway that the joints of the main frame 2 and the joints of auxiliary walls 18 and 28 are laterally out of alignment or in other words staggered along the length of the structure. The staggered alignment of the mainframe joints and panels is best shown with reference to join 17 of frame 2. Join 17 aligns about midway along frame 32. Joint 37 between frame members 32 and 33 locates midway between joint 17 and end 40 of frame 2. The staggering of joints 17 and 37 imparts a reinforcing effect on the structure including improved shear, torsional and bending strength.

[0036] FIG. 3 shows an elevation view of auxiliary frames 29, 30 and 31 joined together and the relationship with joins 15 and 16 of the primary frames. Half frame 29 forms a join 34 with full frame 30. Full frame 30 forms a join 35 with full frame 31. It can be seen that joins 34, 15, 35 and 16 are staggered along the length of the frame modules. This provides reinforcing strength intermediate the primary frame module joins 15 and 16 and generally reinforces the composite structure along the length of the walkway so formed. This allows an increased span and high strength. Preferably, each frame member includes a plurality of bolt holes 41 which enable mutual connection of modules to each other and connection of modules to the primary frame. Half frame 29 is constructed preferably using angle iron. Frame 29 comprises top and bottom members 45 and 46 and side members 47 and 48 which define a rectangular space. Variations in the shape of each frame is feasible but square and rectangular shapes are preferred. Each frame members 45, 46, 47 and 48 are adapted with spaced apart bolt holes 53 along the length of each member allowing bolting on opposing faces of the members when frame 29 abuts another auxiliary module such as full frame 30 and the primary box frame 2. Module 29 also includes a weld mesh inlay 50 which provides a protective cover for users of the walkway. Diagonal bracing members 51 and 52 which are preferably external, are provided to brace frame module 29.

[0037] Similarly full frame 30 comprises top and bottom members 55 and 56 and side members 57 and 58 which define a square space. Each frame member 55, 56, 57 and 58 are adapted with spaced apart bolt holes 60 along the length of each member allowing bolting on opposing faces of the members when frame 30 abuts auxiliary modules 29 and 31 the primary frame. Module 30 also includes a weld mesh inlay 61 which provides a protective cover for users of the walkway. Diagonal bracing members 62 and 63 are provided to brace frame module 30. Fame module 31 is constructed in a similar manner to that described for module 31.

[0038] FIG. 4 shows with corresponding numbering a top view of the auxiliary and primary frames of FIG. 3. FIG. 5 shows with corresponding numbering a side elevation view of the auxiliary frame module 31 and primary frame 2. FIG. 6 shows with corresponding numbering an opposite perspective view (to that shown in FIG. 3) of auxiliary frame modules 29, 30 and 31 of FIG. 4 joined together.

[0039] FIG. 7 shows an enlarged elevation view of a half size auxiliary frame module 70 in isolation. Half frame 70 is constructed preferably using angle iron. Frame 70 comprises top and bottom members 71 and 72 and side members 73 and 74 which define a rectangular space. Each frame member 71, 72, 73 and 74 are adapted with spaced apart bolt holes 75 along the length of each member allowing bolting on opposing faces of the members when frame 70 abuts another auxiliary module and the primary frame. Module 70 also includes a weld mesh inlay 76 which provides a protective cover for users of the walkway. Diagonal bracing members 77 and 78 which are preferably external, are provided to brace frame module 70.

[0040] FIG. 8 shows an enlarged elevation view of a full size auxiliary frame module 80 in isolation. Similarly full frame 80 comprises top and bottom members 81 and 82 and side members 83 and 84 which define a square space. Each frame member 81, 82, 83 and 84 are adapted with spaced apart bolt holes 90 along the length of each member allowing bolting on opposing faces of the members when frame 80 abuts an auxiliary modules the primary box frame. Module 80 also includes a weld mesh inlay 85 which provides a protective cover for users of the walkway. Diagonal bracing members 86 and 87 are provided to brace frame module 80. FIG. 9 shows an enlarged perspective view of the full size auxiliary frame module 80 of FIG. 8 in isolation. FIG. 10 shows an enlarged perspective view of the half size auxiliary frame module 70 in isolation.

[0041] According to one embodiment the auxiliary frames can be connected back to back to increase module strength. In this embodiment a first frame is connected to a second frame in axial alignment to form a first auxiliary frame. A third frame is connected to a fourth frame which forms a second auxiliary frame. The first and second auxiliary frames are connected so that the joint between the first and second frame is staggered relative to the joint formed between the third and fourth frames. As the second frame is about half the area of the first frame and the fourth frame is about half the area of the third frame. This improves the strength of the composite frame and also improves the strength when the composite is connected to a primary box frame such as one half frame is connected to a full frame. In one embodiment, the junction of a half module and full module is opposed by a full module such that the join locates at a mid point of the opposing full module. Each auxiliary module join is therefore staggered.

[0042] When used with a box space frame, the box frame is prefabricated according to selected lengths required. This may be dictated by site or transport considerations. The bolted together box frames are preferably for use in long span applications creating effectively a box beam. A perimeter frame beam is made of flat steel sections preferably angles with multiple holes in each angle or frame so that each end faces have 18 mm holes at preferably 80 mm centres for a 16 mm bolts so that each face when bolted to another face or frame beam is staggered to form a superior larger beam. Preferably the measurements for the box frame beam are 2240 mm2160 mm square with a half frame beam of 1120 mm2160 mm. This allows staggering of the beams relative to the joints positions. This results in each joint being reinforced by another member bolted adjacent but staggered, so the opposite joints are not in lateral alignment. Preferably two flat faces of the frame beam are bolted together to stagger the joint and form a larger stronger frame. Bolt openings are placed every 80 mm to connect the adjacent frame on any face with holes at any location preferably half way. The invention also incorporates a two way brace so the beam can be rotated, so one of the braces is always in tension.

[0043] The Auxiliary frame half size module 70 (FIG. 10) and full size module 80 (FIG. 9) co operate to enable various configurations of walkway bridge construction depending upon particular site and builder's requirements. According to one embodiment box frame modules are sandwiched between an outer single layer of auxiliary frames on either side. At least one half auxiliary frame module is used to ensure that auxiliary frame joins and box frame joins are staggered on both sides of the box frames. This places joins of the box frames and auxiliary frames closer together and contributes to increased strength of the overall bridge structure in bending, torsion and shear. According to another embodiment, box frame modules are sandwiched between an outer single layer of auxiliary frames on one side and a double layer of staggered join auxiliary frames on an opposite side. In a further embodiment, box frame modules are sandwiched between two layers of back to back auxiliary panels either side of the box frames to firm a double strength truss like structure. FIGS. 3, 4, 5 and 6 show the two layered panels fixed back to back. In a further embodiment, a bridge structure is constructed using two panels as side panels and a decking with no roof. Thus it can be seen that the auxiliary full and half panels can be arranged in a variety of configurations to increase the strength of a walkway bridge formed from a structure of box frames or open channel frames having no roof.

[0044] The walkway composite beam assembly is able to span long distances have improved torsional rigidity compared to the known beams of a corresponding size. They can be produced off site or on site by with low labour costs, lower plant costs and reduced manual handling. The beams can be produced from a variety of materials, including aluminium, steel, pre coated metal products which require no further surface finishing. Although the invention has been described with reference to specific examples, it would be appreciated by those skilled in the art that the invention may be embodied in many other forms.

[0045] Preferably, the plates used to construct the beam are equal angle sections, although beams constructed from unequal angles are feasible. The angle sections are arranged so that beam width is dictated by the length of one of the legs of the angle sections. The top and bottom plates sizes can be of any practical length and depth according to particular structural requirement of the beam including those dictated by span and loads. Bolted connectors are preferred, with the bolt numbers dependent upon shear and other loadings to be resisted. Bracing of each module can be introduced as required. The modules beams can also be assembled from a kit to form frame modules which can then be connected to the primary beam assembled from a kit then joined to the primary box frames as required.

[0046] The present invention provides a useful alternative to the known walkways and provides additional choice for customers. Although the method and apparatus aspects of the invention have been described with reference to their application to walkways and gantries used on construction sites, it will be appreciated that the invention has alternative applications.

[0047] The beam modules described herein are preferably manufactured from steel but other materials may be employed such as heavy duty plastics materials and aluminium. One advantage of the invention described herein is that the staggered connecting joint methodology imparts high strength with shear bolts which also provide high resistance to shear bending and torsion. Although the drawings show bolt holes according to a particular size, it will be appreciated that a variety of bolt sizes (length and diameters) and bolt configurations can be employed depending upon frame member sizes and design loading requirements.

[0048] It should be understood that various changes and modifications to the presently preferred embodiments described herein will be apparent to those skilled in the art. Such changes and modifications can be made without departing from the spirit and scope of the present subject matter and without diminishing its intended advantages. For example the frame sizes can be altered according to requirements as with bolt sizes and member sizes. Also frame shapes can be altered as required. It is therefore intended that such changes and modifications be covered by the appended claims.