CA2347197A1 - A building system - Google Patents
A building system Download PDFInfo
- Publication number
- CA2347197A1 CA2347197A1 CA002347197A CA2347197A CA2347197A1 CA 2347197 A1 CA2347197 A1 CA 2347197A1 CA 002347197 A CA002347197 A CA 002347197A CA 2347197 A CA2347197 A CA 2347197A CA 2347197 A1 CA2347197 A1 CA 2347197A1
- Authority
- CA
- Canada
- Prior art keywords
- structural
- coupling
- locking
- component
- channel section
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- 230000008878 coupling Effects 0.000 claims abstract description 67
- 238000010168 coupling process Methods 0.000 claims abstract description 67
- 238000005859 coupling reaction Methods 0.000 claims abstract description 67
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 20
- 238000005755 formation reaction Methods 0.000 claims abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 239000002351 wastewater Substances 0.000 description 4
- 230000000295 complement effect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000000284 resting effect Effects 0.000 description 3
- 239000002990 reinforced plastic Substances 0.000 description 2
- 238000004065 wastewater treatment Methods 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6166—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on both frontal surfaces
- E04B1/617—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on both frontal surfaces with one protrusion on each frontal surface
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Sewage (AREA)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A structural coupling comprised of two structural components (1, 3), one of which has side edge slotted coupling formations (9) and adjacently positioned locking flanges (10). The coupling formations (9) engage elongate upright coupling flanges (19) on the other structure component (3) and the two structural components are then held together by a locking mechanism (22) which engages the locking flanges (10) of the first structural component (1) to form the coupling. The structural coupling may be used to form a building or similar structure.
Description
2 PGT/GB99/03382 A BUILDING SYSTEM
FIELD OF THE INVENTION
The present invention relates to a building system and particularly to structural couplings for a building system designed to form light weight corrosion free structures such as cooling towers or trickle filters of a waste water treatment plant.
BACKGROUND OF THE INVENTION
1o International Patent Application PCT/GB96/01435 (Publication No. WO 97/00360) discloses a modular filter housing for waste water treatment apparatus. The floor of the housing comprises parallel support beams with drainage trays between the beams to drain the treated water out of the apparatus. The walls of the housing are assembled from standard panels ~5 made of reinforced plastics material by pultrusion. Various sizes of housing can be made by using more or fewer standard panels and because the panels are fixed together by fixing elements which are easily accessible from outside the enclosure, the housing can be partly disassembled for maintenance or even taken down entirely and moved to a new site.
2o SUMMARY OF THE INVENTION
An object of the present invention is to optimise the design of the structural components for building a structure of the above type for cost efficiency.
25 According to the invention there is provided a structural coupling for use in forming a structure comprising a first structural building component having side edge slotted coupling formations and adjacently positioned locking flanges; a second structural building component opposite side edges of which are each provided with elongate upright coupling flanges for co-operatively engaging the slotted coupling formations; and locking means for engaging the locking flanges to secure the first structural building component to the second structural building component to form the structural coupling.
Advantageously and preferably the first structural building component is a rigid sheet and the second structural building component is a channel section.
With these building components it is possible to assemble a support member for a structure ~o such as a support beam wherein two rigid sheets are assembled side by side and a channel section is inserted in the slotted formations at the ends of two facing rigid sheets and locked in position.
In another preferred embodiment of the invention the first structural component is an open box is beam and the second structural component is a rigid sheet, the upright flanges of the rigid sheets and the slots of the open box beam being brought into opposed engagement to form a structural arrangement such as a wall, floor or roof.
By means of the structural coupling of the invention the use of a relatively few standard 2o component shapes to form support members having different functions within a particular structure becomes possible and consequently the production volume/run for any one member is increased and the unit cost of the resulting structure is reduced.
To this end thus the invention contemplates a structural coupling which will allow a structure to 25 be assembled from a minimum number of structural components in the sense that the components may be used in differing support capacities to construct structural members such as either a beam, strut, wall or roof for the structure.
FIELD OF THE INVENTION
The present invention relates to a building system and particularly to structural couplings for a building system designed to form light weight corrosion free structures such as cooling towers or trickle filters of a waste water treatment plant.
BACKGROUND OF THE INVENTION
1o International Patent Application PCT/GB96/01435 (Publication No. WO 97/00360) discloses a modular filter housing for waste water treatment apparatus. The floor of the housing comprises parallel support beams with drainage trays between the beams to drain the treated water out of the apparatus. The walls of the housing are assembled from standard panels ~5 made of reinforced plastics material by pultrusion. Various sizes of housing can be made by using more or fewer standard panels and because the panels are fixed together by fixing elements which are easily accessible from outside the enclosure, the housing can be partly disassembled for maintenance or even taken down entirely and moved to a new site.
2o SUMMARY OF THE INVENTION
An object of the present invention is to optimise the design of the structural components for building a structure of the above type for cost efficiency.
25 According to the invention there is provided a structural coupling for use in forming a structure comprising a first structural building component having side edge slotted coupling formations and adjacently positioned locking flanges; a second structural building component opposite side edges of which are each provided with elongate upright coupling flanges for co-operatively engaging the slotted coupling formations; and locking means for engaging the locking flanges to secure the first structural building component to the second structural building component to form the structural coupling.
Advantageously and preferably the first structural building component is a rigid sheet and the second structural building component is a channel section.
With these building components it is possible to assemble a support member for a structure ~o such as a support beam wherein two rigid sheets are assembled side by side and a channel section is inserted in the slotted formations at the ends of two facing rigid sheets and locked in position.
In another preferred embodiment of the invention the first structural component is an open box is beam and the second structural component is a rigid sheet, the upright flanges of the rigid sheets and the slots of the open box beam being brought into opposed engagement to form a structural arrangement such as a wall, floor or roof.
By means of the structural coupling of the invention the use of a relatively few standard 2o component shapes to form support members having different functions within a particular structure becomes possible and consequently the production volume/run for any one member is increased and the unit cost of the resulting structure is reduced.
To this end thus the invention contemplates a structural coupling which will allow a structure to 25 be assembled from a minimum number of structural components in the sense that the components may be used in differing support capacities to construct structural members such as either a beam, strut, wall or roof for the structure.
3 BRIEF DESCRIPTION OF THE DRAWINGS
For a better understanding of the invention and to show how the same may be carried into effect, reference will now be made, by way of example, to the accompanying drawings, in s which:
Figs. 1, 2 and 3 are cross-sectional views of structural components having complementary coupling formations to form a structural coupling in accordance with the invention;
Figs. 4 and 5 are illustrations of how a support beam and a wall roof or floor section of a 1o structure may be assembled from the components of Figs. 1, 2 and 3;
Fig. 6 is a perspective view of part of a trickle filter for treating waste water using the structural couplings of Figs. 4 and 5;
Fig. 7 is a vertically sectioned view of part of the floor of the trickle filter of Fig. 6;
Fig. 8 is a horizontally sectioned view of part of the wall of the trickle filter; and s5 Fig. 9 is a perspective view of part of a lower corner region of the trickle filter of Fig. 6;
Fig. 10 is a cross sectional view through an alternative coupling constructional using the invention, for employment as floor decking or structural wall panels of a trickle filter of other light-weight enclosure.
2o PREFERRED EMBODIMENTS OF THE INVENTION
With reference to Figs. 1, 2 and 3, three structural building components 1, 2 and 3, constructed in accordance with the invention, are illustrated, each having complementary coupling formations as will be described hereinafter, enabling the components to be 25 assembled together in differing coupling arrangements so as to form the walls, floor or roof of a light-weight structure such as a trickle filter. The components 1, 2 and 3 are made of a reinforced plastics material by pultrusion.
For a better understanding of the invention and to show how the same may be carried into effect, reference will now be made, by way of example, to the accompanying drawings, in s which:
Figs. 1, 2 and 3 are cross-sectional views of structural components having complementary coupling formations to form a structural coupling in accordance with the invention;
Figs. 4 and 5 are illustrations of how a support beam and a wall roof or floor section of a 1o structure may be assembled from the components of Figs. 1, 2 and 3;
Fig. 6 is a perspective view of part of a trickle filter for treating waste water using the structural couplings of Figs. 4 and 5;
Fig. 7 is a vertically sectioned view of part of the floor of the trickle filter of Fig. 6;
Fig. 8 is a horizontally sectioned view of part of the wall of the trickle filter; and s5 Fig. 9 is a perspective view of part of a lower corner region of the trickle filter of Fig. 6;
Fig. 10 is a cross sectional view through an alternative coupling constructional using the invention, for employment as floor decking or structural wall panels of a trickle filter of other light-weight enclosure.
2o PREFERRED EMBODIMENTS OF THE INVENTION
With reference to Figs. 1, 2 and 3, three structural building components 1, 2 and 3, constructed in accordance with the invention, are illustrated, each having complementary coupling formations as will be described hereinafter, enabling the components to be 25 assembled together in differing coupling arrangements so as to form the walls, floor or roof of a light-weight structure such as a trickle filter. The components 1, 2 and 3 are made of a reinforced plastics material by pultrusion.
4 The structural building component 1 is in the form of a sheet or panel 4 which may be of varying width and length to suit requirements having oppositely directed first and second upright flanges 5 and 6 respectively along opposite side edges thereof.
The upright flanges 5 and 6 are formed at the ends of spaced wall portions 7 and 8 of the sheet or panel 4, one wall portion 7 being raised above the plane of the sheet 4 and the other wall portion 8 being in the plane of the sheet but of shorter extent by the width of the upright flange 5.
~o The wall portions 7 and 8 define between them coupling slots 9 extending along each side edge of the sheet or panel 4.
The inside wall of the shorter upright flange 6 is provided with a ribbed locking flange 10 defining a shallow channel 11 with the surface 12 of the sheet 4.
The structural support component shown 2 in Fig. 2 comprises a flat elongate top wall portion 13 from which, at equal distances to either side of the central axis of the wall portion 13, depend two L-shaped side walls 14 and adjacently positioned shorter flanged walls 15 defining between them coupling slots 16 in like manner as the coupling slots 9 of the sheet or 2o panel component 4 shown in Fig. 1.
The feet of the L-shaped side walls 14 are each provided with longitudinally extending ribbed locking flanges 17 equivalent to the locking flanges 10 of the sheet or panel building component 1.
The structural component 3 shown in Fig. 3 is comprised of a channel section 18 having side walls 19 and a base 20.
The structural components 1, 2 and 3 shown in Figs. 1, 2 and 3 may be coupled together using the complementary coupling formations as described to form a structural support beam 21 one end of which is shown in Fig. 4.
The support beam 21 has been assembled from two structural components 1 placed in side by side relationship but at a spacing therebetween with the shorter flanges 6 thereof facing one another.
The side walls 19 of the channel section 18 are respectively inserted in the coupling slots 9 in 1o the adjacently facing sheet 4 components 1 with the inner wall of the base 20 of the channel section 3 resting on the shorter upright flanges 6. Because the thickness of the base 19 of the channel section 3 matches that of the upright flanges 5, the top surfaces of the flanges 5 and the base 20 of the channel section 3 are in alignment to provide a generally flat broad surface at the ends of the beam 21.
To secure the channel sections 3 to the sheet components 1, a locking plate 22 bridges the locking flanges 10 and engages a threaded bolt 23 passing through the base 20 of the channel section 18, the locking plate 22 having grooves 24 to receive the ribbed formations on the locking flanges 10.
A further possible coupling arrangement using the structural components shown in Figs. 1, 2 and 3 is illustrated in Fig. 5 whereby to form a wall, floor or roof of a structure.
In this arrangement the upright flanges 5 of a pair of adjacently positioned sheet components 1 engage respectively the coupling slots between the depending walls 14 and adjacently positioned shorter flanged walls 15 of structural component 2.
G
The gaps left between the shorter upright flanges 6 and the outer face of the depending side walls 14 of the structural component 2 with the sheet components 1 held in alignment, are occupied by the side walls 19 of a length of channel section 18.
As with the Fig. 4 coupling arrangement, a locking plate 25 bridges the locking flanges 17 of the depending side walls 14 with a bolt 26 extending through the base 20 of the channel section 18 to engage a threaded hole 27 in the locking plate 25 thereby to secure the coupling.
~o A trickle filter utilising the structural coupling arrangements illustrated in Figs. 4 and 5 is shown with reference to Figs. 6, 7, 8 and 9.
The trickle filter, see Fig. 6, comprises water treatment media 27 housed in a rectangular enclosure formed by a floor 28 and walls 29.
The trickle filter is mounted on two parallel level support members 30. The support members 30 could be replaced by, for example, masonry footings built on concrete foundations (not shown).
2o The floor 28 comprises an array of equally spaced elongate support beams 21 constructed as explained with reference to Fig. 4 and shown more particularly in Fig. 7, extending horizontally and parallel to one another. Each support beam 21 straddles the two support members, 30 the beams 20 and support members 30 being at right angles to one another.
An elongate tray 31, see also Figs. 7 and 9, using the sheet structural component 1 shown in Fig. 1, is laid between each two adjacent beams 20 with the longer sides of the tray adhesively bonded (or otherwise secured) by means of the upright flanges 5 of the structural component 1 to the respective sheet components 1 forming adjacent sides of the beams 20.
Each tray 31 is arranged between the beams 30 at an inclination to the horizontal for drainage purposes.
The walls 29, see also Figs. 8 and 9, are formed using the coupling arrangement illustrated in Fig. 5, wherein the structural component 2 is used to form the stanchions 32, coupled between ones of a series of in-line sheet or panel components 1.
At intervals, two of the panel components 1 are joined by a reinforced stanchion 33 as will be described with reference to Fig. 8 to give extra strength to the wall 28.
Further strengthening ~o is provided by horizontal external ties 34 of which the ends are secured to respective ones of two adjacent main stanchions 32 or to a main stanchion 32 and an adjacent corner stanchion 35.
Each tie 34 is also fixed to some of the main stanchions 32. The main stanchions 32 and the ~5 corner stanchions 35 are fixed to and also partly supported on the top surfaces of the support beams 21 but the main stanchions 32 and corner stanchions 35 also have portions that extend alongside the support beams 21 and are fixed to them as shown.
The water treatment media 27 is provided in the form of a stack of rectangular blocks resting 20 on the support beams 21.
The incoming waste water (not shown) is distributed over the top of the stack 27 by means not illustrated in the drawing. The media stack 27 is formed with apertures (not shown) defining tortuous paths along which the waste water can trickle slowly down through the media stack 25 27. The walls of the aperture define a large surface area supporting a film of bacteria in contact with the water and with air contained in the apertures. The result is an aerobic biological reaction which breaks down certain chemicals in the waste water and reduces its biological oxygen demand, i.e. helps to purify it.
WO 00!22252 PCT/GB99/03382 The treated water emerges from the bottom of the stack 27 and collects in the trays 31. It then runs out through openings 36 in the panel components 1. Thereafter, what happens to the treated water depends on the particular application. For example, the water may be collected, say by a gutter running alongside the openings, and passed on to further treatment apparatus (not shown).
With reference to Fig. 9 located in the end of each support beam 21 is a channel shaped reinforcing and fixing bracket 36 to provide anchorage and support for the lower ends of the to stanchions 32, 33 and 35.
To give a smooth run off of treated water from the ends of the trays 31 a rounded plastics material component 37 is fixed just beneath the end of each tray 31 and two side mouldings 38 are fixed to the ends of the sides of the tray to deflect the treated water away from the ~5 stanchions 32, 33.
With reference to Figs. 8 and 9 each reinforced stanchion 33 is assembled in the same manner as the stanchions 32 except that, to give the additional strength, an additional structural component 3 is placed in back-to-back relationship with the structural component 3 20 of the stanchion 33 with the flanged feet 17 of the walls 14 of a structural component 2 resting on the base 20. The assembly is coupled together using a bolt 39 extending through the components 2 and 3 to engage a clamp 40 bridging the flanges 17 of a structural component 2.
25 Each comer stanchion 35, see Fig. 8, comprises two stanchions one of which is of the form of a stanchion 32, the other 32' being a modified structural component 2 having a part of the wall surface 13 up to flanged wall 14 removed so that the face of that flanged wall 14 abuts the wall 13 of the structural component 2 of its mating stanchion 32.
N
An edge portion 41 comprising upright flanges 5 and 6 on wall portions 7 and 8 is taken from a sheet component 1 and engaged with the comer stanchion 32 to form a comer piece 42, with the upright flange 5 in a coupling slot 16 of constructural component 2 forming the comer stanchion 32.
Because for any section of the walls 29, the heads of the clamping bolts 23, 26, 39 are exposed outside the trickle filter enclosure, any such section can be removed for service for example as shown in Fig. 1. Furthermore, the stack 27 may be divided into sections to separated by support frames and then one or more sections of the stack could be removed and renewed.
In Fig. 10 a structural coupling of the invention is shown in the form of rigid planking 43 which may be used as floor decking or structural wall panelling in the construction of an enclosure of ~5 the type shown in Fig. 1.
The structural coupling comprises flat rigid sheets 44 having rigidising pairs of opposed L-shaped ribs 45 spaced at intervals along the underside surface of the flat rigid sheets 44 to form open box structures 46.
The opposed edges 47 of the flat sheets 44 are provided with coupling slots 48.
The coupling slots 48 are formed from a short vertically depending wall portion 49 of the flat rigid sheets 44 and a vertically extending channel shaped rib 50 spaced from the short wall portion 49 by a short horizontal wall section 51 which forms the base of the coupling slots 48.
The downward vertical extent of the channel shaped ribs 50 from the short horizontal wall section 51 forming the base of each of the coupling slots 48, is equal to the vertical extent of l0 the ribs 45, white the upward extent of the channel shaped ribs 50 from the horizontal wall section 51 is less than that of the short vertically extending wall portions 49 by a distance equal to the thickness of the flat sheets 44.
As shown individually spaced flat rigid sheets 44 are coupled together by means of channel sections 52, the flanged side walls of which engage respectively in opposed coupling slots 48 of the flat rigid sheets 44 to rest on the upper flanged side walls of the channel shaped ribs 50 with the outer base wall surtace of the channel sections 52, by virtue of shorter upward extent of the channel shaped ribs 50, lying in the plane of the upper surface of the flat rigid sheets 44.
The channel shaped coupling sections 52 are locked to the flat rigid sheets 44 by means for example of a unistrut fixing 53 which in its locked position as shown, bridges the opposed flanged side walls of the channel shaped ribs 50.
The upright flanges 5 and 6 are formed at the ends of spaced wall portions 7 and 8 of the sheet or panel 4, one wall portion 7 being raised above the plane of the sheet 4 and the other wall portion 8 being in the plane of the sheet but of shorter extent by the width of the upright flange 5.
~o The wall portions 7 and 8 define between them coupling slots 9 extending along each side edge of the sheet or panel 4.
The inside wall of the shorter upright flange 6 is provided with a ribbed locking flange 10 defining a shallow channel 11 with the surface 12 of the sheet 4.
The structural support component shown 2 in Fig. 2 comprises a flat elongate top wall portion 13 from which, at equal distances to either side of the central axis of the wall portion 13, depend two L-shaped side walls 14 and adjacently positioned shorter flanged walls 15 defining between them coupling slots 16 in like manner as the coupling slots 9 of the sheet or 2o panel component 4 shown in Fig. 1.
The feet of the L-shaped side walls 14 are each provided with longitudinally extending ribbed locking flanges 17 equivalent to the locking flanges 10 of the sheet or panel building component 1.
The structural component 3 shown in Fig. 3 is comprised of a channel section 18 having side walls 19 and a base 20.
The structural components 1, 2 and 3 shown in Figs. 1, 2 and 3 may be coupled together using the complementary coupling formations as described to form a structural support beam 21 one end of which is shown in Fig. 4.
The support beam 21 has been assembled from two structural components 1 placed in side by side relationship but at a spacing therebetween with the shorter flanges 6 thereof facing one another.
The side walls 19 of the channel section 18 are respectively inserted in the coupling slots 9 in 1o the adjacently facing sheet 4 components 1 with the inner wall of the base 20 of the channel section 3 resting on the shorter upright flanges 6. Because the thickness of the base 19 of the channel section 3 matches that of the upright flanges 5, the top surfaces of the flanges 5 and the base 20 of the channel section 3 are in alignment to provide a generally flat broad surface at the ends of the beam 21.
To secure the channel sections 3 to the sheet components 1, a locking plate 22 bridges the locking flanges 10 and engages a threaded bolt 23 passing through the base 20 of the channel section 18, the locking plate 22 having grooves 24 to receive the ribbed formations on the locking flanges 10.
A further possible coupling arrangement using the structural components shown in Figs. 1, 2 and 3 is illustrated in Fig. 5 whereby to form a wall, floor or roof of a structure.
In this arrangement the upright flanges 5 of a pair of adjacently positioned sheet components 1 engage respectively the coupling slots between the depending walls 14 and adjacently positioned shorter flanged walls 15 of structural component 2.
G
The gaps left between the shorter upright flanges 6 and the outer face of the depending side walls 14 of the structural component 2 with the sheet components 1 held in alignment, are occupied by the side walls 19 of a length of channel section 18.
As with the Fig. 4 coupling arrangement, a locking plate 25 bridges the locking flanges 17 of the depending side walls 14 with a bolt 26 extending through the base 20 of the channel section 18 to engage a threaded hole 27 in the locking plate 25 thereby to secure the coupling.
~o A trickle filter utilising the structural coupling arrangements illustrated in Figs. 4 and 5 is shown with reference to Figs. 6, 7, 8 and 9.
The trickle filter, see Fig. 6, comprises water treatment media 27 housed in a rectangular enclosure formed by a floor 28 and walls 29.
The trickle filter is mounted on two parallel level support members 30. The support members 30 could be replaced by, for example, masonry footings built on concrete foundations (not shown).
2o The floor 28 comprises an array of equally spaced elongate support beams 21 constructed as explained with reference to Fig. 4 and shown more particularly in Fig. 7, extending horizontally and parallel to one another. Each support beam 21 straddles the two support members, 30 the beams 20 and support members 30 being at right angles to one another.
An elongate tray 31, see also Figs. 7 and 9, using the sheet structural component 1 shown in Fig. 1, is laid between each two adjacent beams 20 with the longer sides of the tray adhesively bonded (or otherwise secured) by means of the upright flanges 5 of the structural component 1 to the respective sheet components 1 forming adjacent sides of the beams 20.
Each tray 31 is arranged between the beams 30 at an inclination to the horizontal for drainage purposes.
The walls 29, see also Figs. 8 and 9, are formed using the coupling arrangement illustrated in Fig. 5, wherein the structural component 2 is used to form the stanchions 32, coupled between ones of a series of in-line sheet or panel components 1.
At intervals, two of the panel components 1 are joined by a reinforced stanchion 33 as will be described with reference to Fig. 8 to give extra strength to the wall 28.
Further strengthening ~o is provided by horizontal external ties 34 of which the ends are secured to respective ones of two adjacent main stanchions 32 or to a main stanchion 32 and an adjacent corner stanchion 35.
Each tie 34 is also fixed to some of the main stanchions 32. The main stanchions 32 and the ~5 corner stanchions 35 are fixed to and also partly supported on the top surfaces of the support beams 21 but the main stanchions 32 and corner stanchions 35 also have portions that extend alongside the support beams 21 and are fixed to them as shown.
The water treatment media 27 is provided in the form of a stack of rectangular blocks resting 20 on the support beams 21.
The incoming waste water (not shown) is distributed over the top of the stack 27 by means not illustrated in the drawing. The media stack 27 is formed with apertures (not shown) defining tortuous paths along which the waste water can trickle slowly down through the media stack 25 27. The walls of the aperture define a large surface area supporting a film of bacteria in contact with the water and with air contained in the apertures. The result is an aerobic biological reaction which breaks down certain chemicals in the waste water and reduces its biological oxygen demand, i.e. helps to purify it.
WO 00!22252 PCT/GB99/03382 The treated water emerges from the bottom of the stack 27 and collects in the trays 31. It then runs out through openings 36 in the panel components 1. Thereafter, what happens to the treated water depends on the particular application. For example, the water may be collected, say by a gutter running alongside the openings, and passed on to further treatment apparatus (not shown).
With reference to Fig. 9 located in the end of each support beam 21 is a channel shaped reinforcing and fixing bracket 36 to provide anchorage and support for the lower ends of the to stanchions 32, 33 and 35.
To give a smooth run off of treated water from the ends of the trays 31 a rounded plastics material component 37 is fixed just beneath the end of each tray 31 and two side mouldings 38 are fixed to the ends of the sides of the tray to deflect the treated water away from the ~5 stanchions 32, 33.
With reference to Figs. 8 and 9 each reinforced stanchion 33 is assembled in the same manner as the stanchions 32 except that, to give the additional strength, an additional structural component 3 is placed in back-to-back relationship with the structural component 3 20 of the stanchion 33 with the flanged feet 17 of the walls 14 of a structural component 2 resting on the base 20. The assembly is coupled together using a bolt 39 extending through the components 2 and 3 to engage a clamp 40 bridging the flanges 17 of a structural component 2.
25 Each comer stanchion 35, see Fig. 8, comprises two stanchions one of which is of the form of a stanchion 32, the other 32' being a modified structural component 2 having a part of the wall surface 13 up to flanged wall 14 removed so that the face of that flanged wall 14 abuts the wall 13 of the structural component 2 of its mating stanchion 32.
N
An edge portion 41 comprising upright flanges 5 and 6 on wall portions 7 and 8 is taken from a sheet component 1 and engaged with the comer stanchion 32 to form a comer piece 42, with the upright flange 5 in a coupling slot 16 of constructural component 2 forming the comer stanchion 32.
Because for any section of the walls 29, the heads of the clamping bolts 23, 26, 39 are exposed outside the trickle filter enclosure, any such section can be removed for service for example as shown in Fig. 1. Furthermore, the stack 27 may be divided into sections to separated by support frames and then one or more sections of the stack could be removed and renewed.
In Fig. 10 a structural coupling of the invention is shown in the form of rigid planking 43 which may be used as floor decking or structural wall panelling in the construction of an enclosure of ~5 the type shown in Fig. 1.
The structural coupling comprises flat rigid sheets 44 having rigidising pairs of opposed L-shaped ribs 45 spaced at intervals along the underside surface of the flat rigid sheets 44 to form open box structures 46.
The opposed edges 47 of the flat sheets 44 are provided with coupling slots 48.
The coupling slots 48 are formed from a short vertically depending wall portion 49 of the flat rigid sheets 44 and a vertically extending channel shaped rib 50 spaced from the short wall portion 49 by a short horizontal wall section 51 which forms the base of the coupling slots 48.
The downward vertical extent of the channel shaped ribs 50 from the short horizontal wall section 51 forming the base of each of the coupling slots 48, is equal to the vertical extent of l0 the ribs 45, white the upward extent of the channel shaped ribs 50 from the horizontal wall section 51 is less than that of the short vertically extending wall portions 49 by a distance equal to the thickness of the flat sheets 44.
As shown individually spaced flat rigid sheets 44 are coupled together by means of channel sections 52, the flanged side walls of which engage respectively in opposed coupling slots 48 of the flat rigid sheets 44 to rest on the upper flanged side walls of the channel shaped ribs 50 with the outer base wall surtace of the channel sections 52, by virtue of shorter upward extent of the channel shaped ribs 50, lying in the plane of the upper surface of the flat rigid sheets 44.
The channel shaped coupling sections 52 are locked to the flat rigid sheets 44 by means for example of a unistrut fixing 53 which in its locked position as shown, bridges the opposed flanged side walls of the channel shaped ribs 50.
Claims (16)
1 A structural coupling for use in forming a structure comprising a first structural building component having side edge slotted coupling formations and adjacently positioned locking flanges; a second structural building component opposite side edges of which are each provided with elongate upright coupling flanges for co-operatively engaging the slotted coupling formations; and locking means for engaging the locking flanges to secure the first structural building component to the second structural building component to form the structural coupling.
2 A structural coupling as claimed in claim 1 wherein the slotted coupling formations of the first structural building component are defined between a pair of spaced wall portions thereof.
3 A structural coupling as claimed in claim 1 or 2 wherein the first structural building component is a rigid sheet.
4 A structural coupling as claimed in claim 3 wherein the second structural building component is a channel section with the side walls of the channel section occupying respectively the slotted formations at either end of a spaced facing pair of said rigid sheets in assembly to form a box beam.
A structural coupling as claimed in claim 3 wherein the second building component is a channel section with the side walls of a said channel section occupying respectively the opposed slotted formations between a series of said rigid sheets disposed in side by side relationship to form a wall, floor or roof of a structure.
6 A structural coupling as claimed in claim 5 wherein said one wall portion of the slotted coupling formations is shorter than the other wall portion thereof such that with the channel section in position the base wall of the channel sections and the rigid sheets lie in the same plane.
7 A structural coupling as claimed in claims 4, 5 or 6 wherein a said locking flange is provided on that one wall portion of said pair of wall portions forming the slotted formations lying inside the channel section in assembly, and said locking means includes a locking fixing far securing the locking flanges of a respective pair of adjacent rigid sheets to the channel section.
8 A structural coupling as claimed in claim 8 wherein said locking fixing is a flat plate which bridges the locking flanges, and bolt means for bolting the flat plate to the base of the channel section with the locking flanges therebetween.
9 A structural coupling as claimed in claim 1 wherein said first structural component is an open box structural component with the side edge slotted coupling formations being defined between depending spaced side walls thereof and adjacently positioned shorter flange portions.
A structural coupling as claimed in claim 9 wherein said second structural component is a rigid sheet, the upright flanges of which engage the slotted coupling formations of the open box structure to form a structural arrangement such as a wall, floor or roof comprised of a series of in-line coupled open box structures and rigid sheets in assembly.
11 A structural coupling as claimed in claim 10 wherein an oppositely directed upright flange with respect to the first mentioned upright flange, and at a spacing therefrom, is provided on the panel section, the outer face of which oppositely directed upright flange is offset with respect to the outer face of said first mentioned upright flange such that a gap is left between said offset face and a depending side wall of said open box structural component in assembly.
12 A structural coupling as claimed in claim 11 wherein said locking means includes a channel section, said offset gaps being occupied by the side walls of the channel section in assembly.
13 A structural coupling as claimed in claim 12 wherein the depending walls of the open box structure are L-shaped, the feet of the L-shaped walls providing said locking flanges which extend along the box structural component.
14 A structural coupling as claimed in claim 13 wherein said locking means further includes a locking fixing which secures the locking flanges to the channel section.
15 A structural coupling as claimed in claim 14 wherein said locking fixing is a flat plate which bridges the locking flanges, and bolt means for bolting the flat plate to the base wall of the channel section with the locking flanges therebetween.
16 A building system for forming a structure comprising:
elongate structural support components, opposite side edges of which are each provided with a slotted coupling formation;
locking channel components for forming structural coupling arrangements with the rigid structural support components such that in one coupling arrangement the side walls of a said locking channel component engage respectively by the opposed slotted formations at either end of a facing pair of said rigid structural support components to form a support beam for the structure, and in another coupling arrangement the side walls of a said locking channel component engage the opposed slots between pairs of structural support components positioned side by side to form a wall, floor or roof of the structure;
and means for fastening the locking channel components to the structural support components.
elongate structural support components, opposite side edges of which are each provided with a slotted coupling formation;
locking channel components for forming structural coupling arrangements with the rigid structural support components such that in one coupling arrangement the side walls of a said locking channel component engage respectively by the opposed slotted formations at either end of a facing pair of said rigid structural support components to form a support beam for the structure, and in another coupling arrangement the side walls of a said locking channel component engage the opposed slots between pairs of structural support components positioned side by side to form a wall, floor or roof of the structure;
and means for fastening the locking channel components to the structural support components.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB9822324.1 | 1998-10-14 | ||
| GBGB9822324.1A GB9822324D0 (en) | 1998-10-14 | 1998-10-14 | A building system |
| PCT/GB1999/003382 WO2000022252A1 (en) | 1998-10-14 | 1999-10-12 | A building system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA2347197A1 true CA2347197A1 (en) | 2000-04-20 |
Family
ID=10840491
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA002347197A Abandoned CA2347197A1 (en) | 1998-10-14 | 1999-10-12 | A building system |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP1121497A1 (en) |
| AU (1) | AU6218699A (en) |
| CA (1) | CA2347197A1 (en) |
| GB (1) | GB9822324D0 (en) |
| WO (1) | WO2000022252A1 (en) |
| ZA (1) | ZA200103572B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB0321005D0 (en) | 2003-09-09 | 2003-10-08 | Singleton Mark J | Structural couplings |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3698149A (en) * | 1969-09-15 | 1972-10-17 | William Baker | Composite beam structure and assembly |
| US4344267A (en) * | 1980-04-10 | 1982-08-17 | Carl Dunmon & Associates, Inc. | Apparatus for joining wall panels |
| US4497148A (en) * | 1982-03-22 | 1985-02-05 | Camilo Muebles, Inc. | Panel connector system |
| ATE46004T1 (en) * | 1985-04-19 | 1989-09-15 | Perfil En Frio Sa | JOINT IN PREFABRICATED INSULATED PANELS. |
| DE9401798U1 (en) * | 1994-01-27 | 1995-05-24 | Decken & Wandsysteme Vertrieb Karl-Heinz Schuster GmbH, 34253 Lohfelden | Connection bar for plate-shaped elements |
-
1998
- 1998-10-14 GB GBGB9822324.1A patent/GB9822324D0/en not_active Ceased
-
1999
- 1999-10-12 AU AU62186/99A patent/AU6218699A/en not_active Abandoned
- 1999-10-12 EP EP99949209A patent/EP1121497A1/en not_active Withdrawn
- 1999-10-12 CA CA002347197A patent/CA2347197A1/en not_active Abandoned
- 1999-10-12 WO PCT/GB1999/003382 patent/WO2000022252A1/en not_active Application Discontinuation
-
2001
- 2001-05-03 ZA ZA200103572A patent/ZA200103572B/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| AU6218699A (en) | 2000-05-01 |
| GB9822324D0 (en) | 1998-12-09 |
| WO2000022252A1 (en) | 2000-04-20 |
| ZA200103572B (en) | 2001-11-12 |
| EP1121497A1 (en) | 2001-08-08 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FZDE | Discontinued |