US20180073257A1 - Scaffolding - Google Patents
Scaffolding Download PDFInfo
- Publication number
- US20180073257A1 US20180073257A1 US15/712,320 US201715712320A US2018073257A1 US 20180073257 A1 US20180073257 A1 US 20180073257A1 US 201715712320 A US201715712320 A US 201715712320A US 2018073257 A1 US2018073257 A1 US 2018073257A1
- Authority
- US
- United States
- Prior art keywords
- scaffolding
- modules
- module
- frame
- support structure
- 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
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/17—Comprising essentially pre-assembled three-dimensional elements, e.g. cubic elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
- E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
- E04G1/08—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section secured together by bolts or the like penetrating the members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/34—Scaffold constructions able to be folded in prismatic or flat parts or able to be turned down
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/06—Consoles; Brackets
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
- E04G2005/148—Railings latticed or netted
Definitions
- the present invention relates generally to scaffolding.
- the invention has been developed especially but not exclusively, for use in multistory scaffolding for use in the construction, renovation or maintenance of buildings and other structures, and is herein described in that context. However, it is to be appreciated that aspects of the invention may have broader application, and is not limited to that use.
- scaffolding for construction, renovation or maintenance of buildings is well known. Scaffolding provides a working platform for workers to safely access areas of the building that would otherwise be too high or inaccessible from the floor. Scaffolding may also incorporate safety barriers, which reduces the chance of the workers, tools, loose material and debris from falling from the confines of the scaffolding. Thus the use of scaffolding is important in ensuring a safe work site.
- scaffolding can take varying forms, although it generally consists of vertical and horizontal members supporting a platform.
- scaffold structures were constructed from wood, and in some countries, bamboo scaffolding comprising of lengths of bamboo tied together is still used.
- Modern day scaffolding generally comprises of a system of tubular metal pipes coupled together, and tied to the building to form the overall scaffolding framework. Scaffold planks, supported by the transoms of scaffolding framework provide the working platform. Such systems are known as “modular scaffolding”, with individual tubular metal pipes, coupling and ties as the basic modular units.
- a scaffolding module comprising a frame that, when in an erected configuration, defines an interior space; and a plurality of mounting regions that allow the module to be mounted with other scaffolding modules, wherein when so mounted, the module frames are able to be interconnected to form a support structure for one or more scaffolding platforms.
- the module further comprises at least one scaffolding platform section disposed in and supported by the frame, wherein the module includes mounting regions on opposite side faces of the frame so that the module may be mounted with other modules in a side by side relation.
- the respective scaffolding platform sections of the modules form at least part of one or more said scaffolding platforms that extends across the side by side mounted modules.
- the platform section in the modules is mounted on a lower portion of the frame.
- the scaffolding module includes mounting regions on the upper and lower faces of the frame so that the module may be mounted with other said modules one on top of the other. This enables the modules to be stacked one on top of each other, and the weight of a modules is distributed across the mounting regions of the rigid frame of the module below.
- the load is distributed, unlike conventional scaffold systems where loads are often concentrated at particular points where couples or joint pins join two tubular pipes.
- the mounting regions are configured as surfaces which are arranged to abut in face to face relation with a corresponding mounting surface of another said module.
- the corresponding surfaces of two modules are in parallel planes, thereby spreading the load across the mounting surface without vectoring the load in another direction.
- the present invention provides a scaffolding module comprising; a frame that, when in an erected configuration, defines an interior space; and a plurality of mounting regions that allow the module to be mounted with other scaffolding modules, wherein at least some of the mounting regions are configured as surfaces which are arranged to abut in face to face relation with a corresponding mounting surface of another said module.
- the modules when the module is mounted with other said scaffolding modules, the modules form a support structure for one or more scaffolding platforms.
- the mounting regions include pre-formed holes to receive mechanical fasteners to secure respective ones of the mounted modules together.
- the mechanical fasteners may be in the form of nut and bolts that pass through the holes and secure two respective mounting regions to each other.
- Other fasteners such as clamps or clips may be used.
- the frame is rigid when in its erected configuration.
- a rigid frame provides strength to the scaffold system, thereby reducing the need or reliance on braces to increase rigidity as in prior art systems.
- the frame is formed from a plurality of frame members.
- the frame members are interconnected by rigid connections.
- the rigid connection may be welds between the frame members.
- Other types of rigid connections such as brackets or the like may be used.
- At least some of the frame members are interconnected by releasable connections to allow the module to adopt a collapsed configuration.
- At least some of the frame members are formed from profiled sections having an outer surface that forms a respective mounting region of the module.
- At least one of the frame members is formed from an angle section.
- Angle sections are readily available, thus lowering the costs of manufacturing the modules. Furthermore, steel angle sections with flat and straight surfaces may be easily welded together.
- the angle section is arranged to abut with a corresponding angle section of another module to form a T-section.
- the module when the module is interconnected with another module, at least one of the sections of respective ones of the mounting regions are interconnected so as to be in intimate contact so as to act effectively as a unitary structure.
- the frame has a plurality of external faces formed from respective ones of the frame members.
- the module is arranged to be interconnected to another module with one face of the frame being in opposing relation with a face of the frame of the other module.
- the respective opposing faces contain the mounting region which are in abutting relation with one another when the modules are interconnected.
- the frame of the module is shaped as a prism.
- the frame is cuboid. At least part of the frame defines the edges of the module shape, and the planar faces of the shape provide the faces of the module. It is to be appreciated the face of the frame is the planar face of that shape, and is not restricted to the actual surface of the members comprising the frame.
- the module further comprises a guide arrangement to align at least one mounting region of the module with a mounting region of another module in mounting of the modules.
- a guide arrangement aids in aligning two modules together, allowing higher efficiency in the erection process. This may be of particular advantage where the modules are large or bulky, where it would be difficult for an worker to reposition and align modules with human effort.
- the guide arrangement is operative to align the mounting regions when mounting one module on top of another module.
- this allows a module, during positioning into the scaffold system to self align itself with another module disposed below. This reduces the effort required by the scaffolders to precisely manipulate the modules, cranes or other equipment during the erection process, thereby saving time and improving efficiency.
- the guide arrangement comprises a guide structure that extends from one of an upper or lower face of the frame, and a recess in an opposite one of the upper or lower face of the frame.
- the guide structure and/or the recess may have ramped surfaces so that as a module is mounted on top of another module, the module is guided towards alignment.
- the guide structure also provides a lifting point for the module.
- the lifting point provides a location to attach the module to a lifting device, such as a crane.
- the guide arrangement comprises of at least one guide lug that extends from an upper face of the frame, and a recess in a lower face of the frame.
- the guide lug and/or recess comprises at least one ramped surface for aligning one module on top of another module.
- an eyelet is provided in the guide lug for providing a lifting point for the module.
- the module further comprises a barrier structure extending across an outer face of the module.
- the barrier structure may comprise of a safety mesh, kickboard and/or handrails for the protection of workers.
- the present invention provides a panel comprising: a panel frame; and at least one mounting region that allows the panel to be mounted to at least one of the mounting regions of the scaffolding module, wherein when so mounted to a scaffolding module, the panel covers at least part of one face of the scaffolding module.
- the present invention provides a scaffolding assembly comprising: a support structure comprising the frames of a plurality of scaffolding modules according to any form described above that are connected together; and one or more work platforms supported on the support structure.
- the scaffolding assembly further comprises at least one base module supporting the support structure formed from scaffolding modules, wherein the base module(s) is adjustable in height and/or orientation.
- An adjustable base is advantageous in areas where the underlying ground surface is not perfectly flat. Adjusting the height and/or orientation of the base module, advantageously provides a method of compensating for uneven ground surfaces. Thereby erecting the overlying support structure may maintain a desired vertical orientation.
- the at least one base module further comprises of a plurality of height adjustable legs.
- the adjustable legs may be in the form of screw jacks, allowing the scaffolder to infinitely adjust the height and/or orientation of the base module.
- the legs may have feet to distribute the weight of the support structure to the ground.
- the scaffolding assembly further comprising ties for securing the scaffolding assembly to an adjacent structure.
- Ties advantageously provide stability for the scaffolding assembly relative to another structure, such as a building.
- a scaffolding assembly tied to a less stable structure may provide support to the less stable structure.
- the scaffolding assembly further comprises at least one panel, wherein the panel is mounted on at least part of one face of at least one of the plurality of scaffolding modules.
- the present invention provides a method of erecting scaffolding comprising: providing a plurality of modules; arranging the plurality of scaffolding modules in a predetermined manner; and securing scaffolding modules together.
- the method further comprises arranging the plurality of scaffolding modules in a predetermined manner by hoisting and locating the modules with a crane.
- At least two scaffolding modules are mounted to each other. It may be advantageous to mount two or more modules together before hoisting the mounted modules to their respective predetermined position in the support structure. Firstly this would reduce the number of hoisting operation by the crane. Furthermore, this advantageously reduces the number of final mounting operations required by the scaffolder once the modules are in place. Thus the erection of the support structure may be achieved in less time, and increasing the level of safety at the work site.
- the method further comprises: providing at least one base module; adjusting the height and/or orientation of the base module; arranging the plurality of scaffolding modules on the at least one base module.
- each module has an in-use outer face, inner face, and two side faces, each face including a mounting region
- the method includes locating the side face of at least one module in an abutting relationship with an inner face of another module, and securing the abutting mounting regions together.
- the method further comprises; providing at least one panel; and mounting the at least one panel to at least one mounting region on each of the spaced modules, wherein the panel assembly interconnects the spaced modules.
- the method further comprises transporting the rigid framed scaffolding modules to a first site.
- the scaffolding modules may be relocated and erected at a second site.
- the method comprises demounting at least one scaffolding module from another scaffolding module in the support structure at the first site; transporting some of the rigid framed scaffolding modules from the first site to the second site; arranging the plurality of scaffolding modules in a predetermined manner at the second site; and mounting at least one scaffolding module to another scaffolding module to form a support structure at the second site.
- the modules may be demounted to individual modules for transportation.
- two or more modules may maintain a mounted relationship during transportation, providing the overall size of the mounted modules can fit within the transport.
- FIG. 1 is a perspective view of partially erected modular scaffolding on a building construction site
- FIG. 2 is a perspective view of the modular scaffolding in FIG. 1 , without the building for clarity;
- FIG. 3 is another view of partially erected modular scaffolding
- FIG. 4 is a perspective view of a scaffolding module
- FIG. 5 a is a top view of the scaffolding module of FIG. 4 ;
- FIG. 5 b is a front view of the scaffolding module of FIG. 4 ;
- FIG. 6 is a side view of the scaffolding module of FIG. 4 ;
- FIG. 7 a is a cross section side view of the upper portion and lower portion of two scaffolding module of FIG. 4 ;
- FIG. 7 b is a side view of part of the upper and lower portion of two scaffolding modules according to FIG. 4 ;
- FIG. 7 c is a cross section side view of part of the upper and lower portion of two scaffolding modules in alignment
- FIG. 8 is a perspective view of two scaffold modules just before stacking
- FIG. 9 is a front view of a scaffold module stacked on another scaffolding module.
- FIG. 10 is a perspective view of partially erected modular scaffolding, with multiple modules hoisted concurrently;
- FIG. 11 a illustrates a front view of partially erected modular scaffolding
- FIG. 11 b illustrates a side view of partially erected modular scaffolding of FIG. 11 a , with workers inside;
- FIG. 12 is a perspective view of a further embodiment of a scaffolding module
- FIG. 13 is another perspective view of the module of FIG. 12 ;
- FIG. 14 is a perspective view of another embodiment of a scaffolding module
- FIG. 15 is a top view of the module of FIG. 14 ;
- FIG. 16 is a rear view of the module of FIG. 14 ;
- FIG. 17 is a front view of the module of FIG. 14 ;
- FIG. 18 is a side view of the module of FIG. 14 ;
- FIG. 19 is a bottom view of the module of FIG. 14 ;
- FIG. 20 is a close up perspective view of an upper corner of the module of FIG. 14 , showing the guide lug assembly;
- FIG. 21 is a sectioned view of a pair of frame members, illustrating the individual angle profile and combined T-section structure
- FIG. 22 is a top view of a pair of scaffolding modules in close proximity, prior to mounting to form a T-section structure from a pair of frame members;
- FIG. 23 is a perspective view of a panel for with the scaffolding modules
- FIG. 24 is a sectioned top view of the panel of FIG. 23 ;
- FIG. 25 is a sectioned front view of the panel of FIG. 23 ;
- FIG. 26 is a sectioned side view of the panel of FIG. 23 ;
- FIG. 27 is a perspective view of a scaffolding assembly illustrating the panel as an end panel
- FIG. 28 is a perspective view of a scaffolding assembly illustrating the use of the panel to interconnect spaced scaffolding modules
- FIG. 29 is a top plan view of an arrangement of scaffolding modules around a building.
- FIG. 30 is a detailed view of a portion of the arrangement in FIG. 29 ;
- FIG. 31 is an exploded perspective view of another embodiment of a scaffolding module
- FIG. 32 is a side view of another embodiment of a scaffolding module in a rigid configuration
- FIG. 33 is a side view of the module in FIG. 32 in the collapsed configuration
- FIG. 34 is a top view of a tie for use between the building and the scaffolding modules
- FIG. 35 is a side view of the tie in FIG. 34 ;
- FIG. 36 is a perspective view of the tie in FIG. 34 ;
- FIG. 37 is a perspective view of a scaffolding assembly with a tie, the assembly having workers inside.
- FIGS. 1 and 3 illustrate a partially erected scaffolding assembly 1 on a building 3 under construction.
- the scaffolding assembly 1 comprises of a plurality of modules 5 , scaffolding base 9 , and work platforms 6 .
- the modules 5 are arranged vertically and horizontally in an array to form the main support structure for the scaffolding.
- the scaffold base 9 provides a base structure on which the modules 5 are mounted.
- the support structure formed by the modules 5 is secured to the building at intermittent intervals using building ties 8 .
- the scaffolding platforms 6 which provides working platforms for workers are formed from multiple platform scaffolding sections 21 mounted within the individual modules 5 as will be described in more detail below.
- the scaffolding assembly 1 may be erected by hoisting module 5 with a crane 7 , and arranging the module(s) into the desired scaffold arrangement.
- the modules 5 will now be described in detail with reference to FIGS. 4 to 6 .
- the modules 5 are generally in the shape of rectangular or square prism blocks.
- the general rectangular prism shape is defined by a rigid frame 11 , comprising of horizontal 13 and vertical 15 frame members, with the members having at least one flat surface co-planar to a face of the overall prism shape. To lower costs, these members are preferably made of 65 mm.times.65 mm.times.5 mm steel angles. In one embodiment, the overall dimension of the rigid frame 11 is approximately 2100 mm.times.2100 mm.times.1100 mm.
- the flat surfaces of the horizontal 13 and vertical 15 frame members provide mounting regions for mounting with corresponding mounting regions of adjacent modules 5 .
- the mounting regions are provided with a series of apertures 17 . This allows adjacent modules to be coupled to each other with a combination of bolts and nuts, or other suitable mechanical fasteners.
- the apertures are 18 mm in diameter, with the corresponding bolts having a shank diameter of 16 mm. This advantageously provides a degree of tolerance to the overall scaffolding assembly 1 .
- transoms 19 are provided to support part of the scaffolding platform section 21 .
- the transoms 19 may be welded or integrally formed with the frame 11 or alternatively a separate component mounted to the frame.
- the scaffolding platform section 21 is in the form of a metal floor mesh, such as pierced steel secured to the frame 11 .
- the floor mesh may comprise of 50 mm.times.50 mm.times.4 mm mesh, or expanded metal mesh for better grip and smaller holes.
- the floor mesh provides a light weight working platform for construction workers, as well as overhead protection from large debris.
- the floor mesh also allows wind and water to pass through during inclement weather, thereby reducing the effects on the scaffolding.
- other platforms such as wooden floorboards or steel floorboards may be used as the scaffolding platform section 21 .
- the floor mesh 21 is positioned above, and supported on, the transoms 19 , and on the upper side of the lower horizontal bars 14 .
- the module 5 is provided with a recess 10 on the bottom face of the frame 11 .
- This recess 12 forms part of the guide arrangement which will be detailed below.
- a barrier in the form of a safety mesh 23 is provided on one face of the module. In use the modules are usually positioned so that the safety mesh 23 is on the outer face of the module facing away from the building 3 .
- the safety mesh 23 may be 50 mm.times.50 mm.times.4 mm metal mesh.
- a handrail 25 is also provided for workers, and may be constructed of steel angle welded to the frame 11 .
- the safety mesh 23 and handrail 25 provide a safety barrier for workers, as well as preventing the transgression of large debris or other objects through the scaffolding.
- the lower part of the safety mesh 23 is provided with a kickboard 24 for additional protection.
- the kickboard 24 may be constructed of denser metal mesh than the safety barrier, for example 50 mm.times.10 mm.times.4 mm, and extend approximately 150 mm above the scaffolding platform section 21 .
- a guide structure 28 forming part of the guide arrangement.
- the construction and operation of the guide arrangement is best shown with reference to FIGS. 7 a -7 c and 8 and 9 .
- the guide structure 28 comprises a pair of bars 27 and associated supporting members protruding from the frame 11 , as illustrated in FIGS. 7 a -7 b .
- the bars 27 form part of a guide structure 28 for aligning successive modules 5 that are mounted on top of another module 5 .
- the main axis of the bar 27 extends horizontally above the frame 11 , and forms part of a guide structure extending from an upper face of the frame 11 .
- the bar 27 is angled towards the frame 11 , and is affixed to the frame 11 by a weld.
- a series of intermediate support bars 31 are welded to support bar 27 , to provide intermediate support to bar 27 .
- the support bars 31 are disposed perpendicular to the bar 27 , with the end portions 33 angled towards the frame 11 , where it is affixed to the frame 11 by a weld.
- the angled end portions 29 and 33 provide angled ramp surfaces to the guide structure 28 . This allows the guide structure 28 of one module to enter the recess 12 of another module, and causing the two modules to self align as they are drawn together. As the bars 27 and 31 are generally perpendicular to each other, the angled end portions 29 and 33 , provide self alignment in the two horizontal axes.
- the bars 27 are preferably welded to the frame 11 , and are of sufficient strength to function as lifting points for the modules 5 .
- the bars 27 may be lashed to an overhead crane, which can then hoist the module into position.
- FIGS. 7 b and 8 illustrates the upper 55 and lower 45 modules prior to mounting. It is clear the angled end portions 29 and 33 , on entering the lower recess 12 in module 55 , provide a ramp surface against the lower horizontal members 14 , which line the recess 12 of the upper module 55 . This ramp action guides the upper module 55 into alignment with lower module 45 , during lowering of upper module 55 .
- the guide structure 28 of the lower module 45 extends into the lower recess 12 in the frame 11 of the upper module 55 .
- the bars prevent sideway movement of the upper module 55 relative to the lower module 45 .
- the upper module 55 and lower module 45 would additionally be secured together with mechanical fasteners through apertures 17 . In addition to providing horizontal rigidity, this will prevent the upper 55 and lower 45 modules from separating.
- FIG. 9 illustrates a pair of identical modules 5 , with an upper module 55 mounted on top of a lower module 45 .
- the guide arrangement is fully enclosed within the frames of the 2 modules so that the module frames are in face to face contact.
- the erection of the scaffolding system 1 will now be described.
- the ground supporting the scaffold bases 9 is initially prepared for supporting the weight of the scaffolding assembly 1 . This may include compacting the earth, paving, or setting a concrete foundation.
- a plurality of scaffold bases 9 may then arranged around the perimeter of the building 3 .
- the scaffold bases 9 are arranged to support the modules 5 , and thus the planar layout of the scaffold bases 9 generally provides the overall planar arrangement of the overall scaffold assembly 1 .
- the scaffold bases 9 are then adjusted to ensure the scaffold bases 9 are level. This may be achieved by altering the height of legs 10 of the scaffold base 9 .
- the legs 10 comprise of adjustable screw jacks.
- the level of the scaffold bases may be monitored by a spirit level, or other suitable equipment. Once the scaffold bases 9 are satisfactorily level, adjacent scaffold bases 9 are secured to each other. Optionally, the scaffold bases may also be tied to the building 3 or other support structure.
- the modules 5 of the scaffold assembly 1 may then be arranged onto the scaffold bases 9 .
- a hoist 7 is attached to the bars 27 of a module, and the module is hoisted onto a corresponding scaffold base 9 .
- the module 5 is then fastened to the scaffold base 9 , by bolts and nuts through apertures 17 on the lower members of the frame 11 , and corresponding apertures on the scaffold base 9 .
- Subsequent modules 5 are then hoisted and located onto the remaining scaffold bases 9 , and fastened therein.
- the scaffolding modules 5 are further fastened to one another and/or tied to the building 3 .
- modules 5 are arranged above the scaffold bases 9 and preceding modules 5 , until the desired scaffolding assembly 1 is erected.
- an archway 70 or bridge in the scaffolding assembly 1 may be formed by mounting modules 5 side by side over a span. Furthermore, the scaffolding assembly may comprise overhanging modules 75 , which are supported by adjacent modules at the side and/or above the module 75 .
- stairway modules 85 comprising a rigid frame 11 and an internal staircase 87 , are incorporated in the scaffolding assembly 1 . This provides workers with convenient access to the platforms 6 on multiple levels of the scaffolding assembly 1 .
- FIG. 11 b is a side view of FIG. 11 a , and illustrates the use of building tie 8 , to mount the scaffolding assembly 1 to the building 3 .
- the buildings ties 8 may also support part of platform 6 .
- part of the platform 6 may also be a cantilevered platform section 106 .
- FIG. 11 b also illustrates workers 999 inside the modules 5 of the scaffolding assembly 1 .
- Dismantling the scaffolding assembly 1 is achieve by substantially reversing the erection procedure.
- the top most module 5 is first demounted from the scaffolding assembly 1 , allowing a crane 7 to hoist and lower the module 5 to ground level.
- two or more modules may remain coupled to each other and removed simultaneously from the scaffolding assembly 1 . This process is repeated until the scaffolding assembly is disassembled.
- the module may then be transported for storage or to the next worksite.
- the rigid framed modules 5 with few or no working parts requires little setting up or configuration before use. Therefore, the modules 5 may simply be transported to the worksite by truck, and a crane can simply hoist the modules 5 from the truck to the scaffolding assembly 1 .
- the modules 5 may be stored in a storage yard when not in use at worksites.
- the modules may be arranged in a three dimensional matrix, with modules mounted side by side, front to rear, and stacked above each other. This storage arrangement, similar to storage of shipping containers, allows maximum use of storage yard space.
- the modules 5 may be mounted to each other for security and stability.
- the modules 5 may also be mounted to each other in clusters, for example 3 or 5 units in a vertical stack. The vertical stack of modules 5 can then be handled as one during storage and transportation, thereby obtaining better economy of effort and time.
- FIGS. 12 and 13 illustrate another embodiment of the scaffolding module 105 .
- the module 105 has an internal kickboard 126 made from mesh or metal sheet disposed at the inner face of the module 5 .
- An inner handrail 122 comprising of steel angle is also provided at the inner face.
- the kickboard 126 or inner handrail may be removable or permanent.
- Gussets 151 are provided to increase rigidity and strength of the frame II.
- the modules may comprise of the frame without the scaffolding platform sections.
- the scaffolding platform sections may be positioned and mounted to the scaffolding assembly, after the modules comprising the frames are erected.
- the scaffolding module may comprise of a rigid frame, wherein part of the frame is formed from at least one scaffolding platform section.
- this may reduce the number of parts when manufacturing the modules.
- the modules are stacked vertically above one another.
- other bond patterns such as a stretcher bond pattern may be used for erecting the scaffolding assembly 1 .
- the modules are staggered in adjacent rows.
- FIGS. 14 to 19 Another embodiment of the scaffolding module 205 will now be illustrated with reference to FIGS. 14 to 19 .
- Features of the scaffolding module 205 that are similar to the features previously described embodiment are denoted by the same reference numerals preceded by “2”.
- handrails 222 , 225 are provided in pairs to provide an upper and lower handrail for additional use for workers.
- a transom 220 is provided at the top portion of the frame 211 , to enhance rigidity of the module 205 .
- the floor mesh 321 may be made of expanded metal floor or decking.
- the kickboard 224 is constructed of steel sheet, which can by permanently fixed or removable. In one form, it can be permanently welded to the frame 211 .
- a sheet steel kickboard is easily welded and prevents transgression of fine debris.
- a distinguishing feature of this embodiment of the scaffolding module 205 is the alternative guide arrangement comprising of a guide lug assembly 261 located at corners 270 at the top portion of the module 205 .
- Part of the guide lug assembly 261 is adapted to be received into a recess 12 in the bottom face of the module 205 , which is substantially the same as the recess 12 described in the earlier embodiments.
- the guide lug assembly 261 comprises of a gusset plate 263 , and a protruding lug 265 .
- the gusset plate 263 is welded to the frame 211 , and is substantially planar to the top face of the module 205 .
- the lug 265 protrudes above the top face of the module 205 , and is provided with a ramp 267 and an eyelet 269 .
- the eyelet 269 in the lug 265 provides a lifting point to lift the scaffolding module 205 .
- the lug 265 is angled towards the corner 270 of the frame 211 at an angle of approximately 45.degree. from the horizontal members 213 .
- the ramp 267 of the lug 265 on entering the recess 12 of another module and bearing on the frame of the other module, will guide the two modules to self align as they are drawn together. Since the lug 265 is angled at 45.degree., it will provide alignment in two horizontal axes. It would be appreciated the method of lowering one module on top of another with this alternative guide arrangement is similar to the previously described methods.
- the frame members 213 , 215 are constructed of steel angles, having a right angle profile 271 as illustrated in FIGS. 20 to 22 .
- the frame members form a T-section. This is best illustrated in FIG. 21 .
- fastening such as by nut 216 and bolt 218 through apertures 217 .
- the surfaces of the members become in intimate contact with each other.
- two fastened members effectively act as a unitary T-section structure, thereby enhancing the rigidity of the scaffolding modules.
- the panel 305 comprises of a frame 311 , having horizontal frame members 313 and vertical frame members 315 .
- the frame members 313 , 315 are formed of steel angles with aperture 317 , similar to the scaffolding modules 205 , to form part of the mounting regions on the panel 305 .
- the panel 305 is further provided with a safety mesh 323 , a kick plate 324 , and handrails 325 , similar to those provided on the scaffolding modules 205 .
- the panel 305 is dimensioned to have the same height as the scaffolding module 205 , and a width equivalent to the sides of the modules 205 .
- panels of other dimensions may be used.
- FIG. 27 illustrates an assembly of four scaffolding module 205 mounted to form a scaffolding assembly 401 , with one panel 305 attached to a side face of a scaffolding module 205 .
- the frame 311 of the panel 305 is the same dimension as frame 211 at the side face of module 205 .
- the apertures of the panel 305 and module 205 are matched to enable fasteners to secure the panel 305 to the module 205 .
- the panel 305 as an end piece closes off an otherwise open end of the assembly 401 , thereby protecting workers or equipment from falling out of the scaffolding assembly 301 .
- FIG. 28 there is provided a scaffolding assembly 501 , comprising of a plurality of scaffolding modules 205 , including modules 502 and 503 , which are spaced from one another. There is also provided panel assemblies 511 , formed of two panels 305 with the sides mounted to each other.
- the panel assemblies 511 overlap and are mounted to a surface of modules 502 and 503 to bridge the space between the modules.
- a plank 513 may be placed over the floor mesh 221 of modules 502 and 503 , to provide a bridging platform for workers to walk across.
- this allows continuity of the scaffolding where the space between two modules 205 is not large enough accommodate a single module 205 .
- This also allows the dimensions of the scaffolding assembly 501 to be adjustable to a degree finer than the size of the discrete scaffolding modules 205 .
- FIGS. 29 and 30 illustrate a scaffolding assembly 601 around a building 3 .
- the scaffolding assembly 601 has assembly corners 602 comprising of scaffolding modules 606 and 607 which are identical to the other scaffolding modules 205 .
- the required dimension of the scaffolding assembly 601 for building 3 does not fall on exact multiples of the dimensions of the scaffolding modules 205 .
- the arrangement of the scaffolding modules 205 need to be adjusted for the assembly 601 to accommodate the building 3 .
- the end face 608 of module 607 is positioned along the length of inner face 609 of module 606 .
- the end face 608 can be located and mounted anywhere along inner face 609 of module 606 and the adjacent module. This allows adjustment of the dimensions of the scaffolding assembly 601 at an increment equal to the spacing of apertures 217 in the modules 205 .
- FIG. 30 also illustrates panels 305 that can be mounted to the scaffolding assembly 601 to close off open areas at the corner 602 to ensure the safety of workers and equipment in the scaffolding assembly 601 .
- the frame members 710 , 712 , 713 , 714 of the scaffolding module 705 are interconnected by releasable connections. As illustrated in FIG. 31 , the frame members are released from each other as discrete components of the frame member. In-use, the frame members 710 , 712 , 713 and 714 are connected to each other with fasteners or the like to form a scaffolding module 705 similar to scaffolding module 205 described above.
- FIGS. 32 to 33 illustrate another embodiment of the scaffolding module 805 , having joints to allow the module to adopt a collapsed configuration.
- FIG. 32 is a side view of the scaffolding module 805 in the rigid in-use or erected configuration, the module comprising of floor frame member 813 , inner and outer face frame member 810 and 812 , and top frame member 814 .
- the frame members are pivotally interconnected at joints 816 , and in-use are locked by releasable connections such that the frame members are rigid relative to each other.
- the module 805 will have similar features and characteristics as the modules described in the embodiments above.
- the scaffolding module 805 may be collapsed as illustrated in FIG. 33 .
- the releasable connections are released, thereby allowing the frame members to pivot at the joints 816 so that the frame members are configured to be substantially parallel to one another.
- the tie 8 comprises two elements 901 , 902 , each element having a series of apertures 917 .
- the elements 901 , 902 are adjustably fixed to each other by fasteners 920 that pass through apertures 917 .
- the overall length of the tie 8 is adjustable by selecting the appropriate apertures 917 for fastening.
- the first element 901 is fastened to frame member 211 of a scaffolding module 205 at 923 .
- the second element 902 is fastened to the building at 925 .
- the tie 8 ensures the scaffolding 1 and building 3 maintain constant spacing, as well providing mutual support.
- the tie 8 is fastened to two frame members from a pair of scaffolding modules 205 .
- the tie 8 is fastened to the T-section formed by a pair of frame members, it ensures the tie is rigidly secured to the overall scaffolding assembly 1 .
- FIG. 37 also illustrates workers 999 inside the scaffolding assembly 1 .
- the open sides of the modules 5 allow the workers 999 to freely pass between adjacent modules 5 , whilst protected by the structure of the scaffolding assembly 1 .
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Bridges Or Land Bridges (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Cold Cathode And The Manufacture (AREA)
- Glass Compositions (AREA)
- Laser Surgery Devices (AREA)
Abstract
Description
- This application is a continuation of U.S. application Ser. No. 13/581,036 filed Oct. 15, 2012, which is the U.S. national phase of PCT/AU2011/000213 filed Feb. 25, 2011, which claims the Convention priority of AU 2010904143 filed Sep. 14, 2010 and AU 2010900812 filed Feb. 25, 2010, the entire respective disclosures of which are hereby incorporated by reference herein.
- The present invention relates generally to scaffolding. The invention has been developed especially but not exclusively, for use in multistory scaffolding for use in the construction, renovation or maintenance of buildings and other structures, and is herein described in that context. However, it is to be appreciated that aspects of the invention may have broader application, and is not limited to that use.
- The use of scaffolding for construction, renovation or maintenance of buildings is well known. Scaffolding provides a working platform for workers to safely access areas of the building that would otherwise be too high or inaccessible from the floor. Scaffolding may also incorporate safety barriers, which reduces the chance of the workers, tools, loose material and debris from falling from the confines of the scaffolding. Thus the use of scaffolding is important in ensuring a safe work site.
- Conventional scaffolding can take varying forms, although it generally consists of vertical and horizontal members supporting a platform. In the past, scaffold structures were constructed from wood, and in some countries, bamboo scaffolding comprising of lengths of bamboo tied together is still used.
- Modern day scaffolding generally comprises of a system of tubular metal pipes coupled together, and tied to the building to form the overall scaffolding framework. Scaffold planks, supported by the transoms of scaffolding framework provide the working platform. Such systems are known as “modular scaffolding”, with individual tubular metal pipes, coupling and ties as the basic modular units.
- Such prior art scaffolding require experienced scaffolders to carefully assemble the tubes, couplers and boards together to form the scaffolding. Consequently, for a large structure this requires significant skilled labour, time and cost to safely erect the scaffolding.
- Furthermore, even a scaffolding of modest size would contains hundreds of components to be fit together and checked. Thus the integrity of the scaffolding structure is dependent on the scaffolder diligently installing and checking each component. With the pressure of time, fatigue or inclement weather, the scaffolder may be overburdened, leading to possible errors. Also the large number of components of the prior art system requires significant time to erect, and during this erection stage of the scaffolding, the workers around the unfinished scaffold would be working under perilous, and potentially hazardous conditions.
- In prior art systems, the design of metal tubular pipes, also pose rigidity problems when coupling the scaffold together. As couplers generally rely on passing a section of the tubular pipe through an aperture or clamp in the coupler, there is little resistance to rotation around the axis of the pipe. That is, the coupling and tubular pipes may act as a pivot, rather than a rigid joint. Therefore, in prior art systems, it is essential to incorporate braces to increase rigidity of a large scaffold system.
- In a first aspect of the invention, there is provided a scaffolding module comprising a frame that, when in an erected configuration, defines an interior space; and a plurality of mounting regions that allow the module to be mounted with other scaffolding modules, wherein when so mounted, the module frames are able to be interconnected to form a support structure for one or more scaffolding platforms. By providing modules with a frame, the overall scaffold is simplified by having fewer individual components.
- In one form, the module further comprises at least one scaffolding platform section disposed in and supported by the frame, wherein the module includes mounting regions on opposite side faces of the frame so that the module may be mounted with other modules in a side by side relation. When so mounted, the respective scaffolding platform sections of the modules form at least part of one or more said scaffolding platforms that extends across the side by side mounted modules.
- In one form, the platform section in the modules is mounted on a lower portion of the frame.
- In one form, the scaffolding module includes mounting regions on the upper and lower faces of the frame so that the module may be mounted with other said modules one on top of the other. This enables the modules to be stacked one on top of each other, and the weight of a modules is distributed across the mounting regions of the rigid frame of the module below. Advantageously, the load is distributed, unlike conventional scaffold systems where loads are often concentrated at particular points where couples or joint pins join two tubular pipes.
- In one form, the mounting regions are configured as surfaces which are arranged to abut in face to face relation with a corresponding mounting surface of another said module. Advantageously, the corresponding surfaces of two modules are in parallel planes, thereby spreading the load across the mounting surface without vectoring the load in another direction.
- In another aspect, the present invention provides a scaffolding module comprising; a frame that, when in an erected configuration, defines an interior space; and a plurality of mounting regions that allow the module to be mounted with other scaffolding modules, wherein at least some of the mounting regions are configured as surfaces which are arranged to abut in face to face relation with a corresponding mounting surface of another said module. In one form, when the module is mounted with other said scaffolding modules, the modules form a support structure for one or more scaffolding platforms.
- In one form, at least some of the mounting regions include pre-formed holes to receive mechanical fasteners to secure respective ones of the mounted modules together. The mechanical fasteners may be in the form of nut and bolts that pass through the holes and secure two respective mounting regions to each other. Other fasteners such as clamps or clips may be used.
- In one form, the frame is rigid when in its erected configuration. A rigid frame provides strength to the scaffold system, thereby reducing the need or reliance on braces to increase rigidity as in prior art systems.
- In one form, the frame is formed from a plurality of frame members. In a further form, the frame members are interconnected by rigid connections. The rigid connection may be welds between the frame members. Other types of rigid connections such as brackets or the like may be used.
- In one form, at least some of the frame members are interconnected by releasable connections to allow the module to adopt a collapsed configuration.
- In another form, at least some of the frame members are formed from profiled sections having an outer surface that forms a respective mounting region of the module.
- In one form, at least one of the frame members is formed from an angle section. Angle sections are readily available, thus lowering the costs of manufacturing the modules. Furthermore, steel angle sections with flat and straight surfaces may be easily welded together.
- In another form, the angle section is arranged to abut with a corresponding angle section of another module to form a T-section.
- In one form, when the module is interconnected with another module, at least one of the sections of respective ones of the mounting regions are interconnected so as to be in intimate contact so as to act effectively as a unitary structure.
- In one form, the frame has a plurality of external faces formed from respective ones of the frame members.
- In one form, the module is arranged to be interconnected to another module with one face of the frame being in opposing relation with a face of the frame of the other module.
- In one form, the respective opposing faces contain the mounting region which are in abutting relation with one another when the modules are interconnected.
- In one form, the frame of the module is shaped as a prism. In a further form, the frame is cuboid. At least part of the frame defines the edges of the module shape, and the planar faces of the shape provide the faces of the module. It is to be appreciated the face of the frame is the planar face of that shape, and is not restricted to the actual surface of the members comprising the frame.
- In one form, the module further comprises a guide arrangement to align at least one mounting region of the module with a mounting region of another module in mounting of the modules. Advantageously, a guide arrangement aids in aligning two modules together, allowing higher efficiency in the erection process. This may be of particular advantage where the modules are large or bulky, where it would be difficult for an worker to reposition and align modules with human effort.
- In a further form, the guide arrangement is operative to align the mounting regions when mounting one module on top of another module. Advantageously, this allows a module, during positioning into the scaffold system to self align itself with another module disposed below. This reduces the effort required by the scaffolders to precisely manipulate the modules, cranes or other equipment during the erection process, thereby saving time and improving efficiency.
- In one form, the guide arrangement comprises a guide structure that extends from one of an upper or lower face of the frame, and a recess in an opposite one of the upper or lower face of the frame. The guide structure and/or the recess may have ramped surfaces so that as a module is mounted on top of another module, the module is guided towards alignment.
- In one form, the guide structure also provides a lifting point for the module. The lifting point provides a location to attach the module to a lifting device, such as a crane.
- In another form, the guide arrangement comprises of at least one guide lug that extends from an upper face of the frame, and a recess in a lower face of the frame.
- In one form the guide lug and/or recess comprises at least one ramped surface for aligning one module on top of another module.
- In one form, an eyelet is provided in the guide lug for providing a lifting point for the module.
- In one form, the module further comprises a barrier structure extending across an outer face of the module. The barrier structure may comprise of a safety mesh, kickboard and/or handrails for the protection of workers.
- In another aspect, the present invention provides a panel comprising: a panel frame; and at least one mounting region that allows the panel to be mounted to at least one of the mounting regions of the scaffolding module, wherein when so mounted to a scaffolding module, the panel covers at least part of one face of the scaffolding module.
- In another aspect, the present invention provides a scaffolding assembly comprising: a support structure comprising the frames of a plurality of scaffolding modules according to any form described above that are connected together; and one or more work platforms supported on the support structure.
- In one form, the scaffolding assembly further comprises at least one base module supporting the support structure formed from scaffolding modules, wherein the base module(s) is adjustable in height and/or orientation. An adjustable base is advantageous in areas where the underlying ground surface is not perfectly flat. Adjusting the height and/or orientation of the base module, advantageously provides a method of compensating for uneven ground surfaces. Thereby erecting the overlying support structure may maintain a desired vertical orientation.
- In one form, the at least one base module further comprises of a plurality of height adjustable legs. The adjustable legs may be in the form of screw jacks, allowing the scaffolder to infinitely adjust the height and/or orientation of the base module. The legs may have feet to distribute the weight of the support structure to the ground.
- In one form, the scaffolding assembly further comprising ties for securing the scaffolding assembly to an adjacent structure. Ties advantageously provide stability for the scaffolding assembly relative to another structure, such as a building. Conversely, a scaffolding assembly tied to a less stable structure, may provide support to the less stable structure.
- In one form, the scaffolding assembly further comprises at least one panel, wherein the panel is mounted on at least part of one face of at least one of the plurality of scaffolding modules.
- In another aspect, the present invention provides a method of erecting scaffolding comprising: providing a plurality of modules; arranging the plurality of scaffolding modules in a predetermined manner; and securing scaffolding modules together.
- In one form, the method further comprises arranging the plurality of scaffolding modules in a predetermined manner by hoisting and locating the modules with a crane.
- In one form of the method, before arranging the plurality of scaffolding modules in a predetermined manner, at least two scaffolding modules are mounted to each other. It may be advantageous to mount two or more modules together before hoisting the mounted modules to their respective predetermined position in the support structure. Firstly this would reduce the number of hoisting operation by the crane. Furthermore, this advantageously reduces the number of final mounting operations required by the scaffolder once the modules are in place. Thus the erection of the support structure may be achieved in less time, and increasing the level of safety at the work site.
- In one form, the method further comprises: providing at least one base module; adjusting the height and/or orientation of the base module; arranging the plurality of scaffolding modules on the at least one base module.
- In one form of the method of erecting scaffolding, wherein each module has an in-use outer face, inner face, and two side faces, each face including a mounting region, the method includes locating the side face of at least one module in an abutting relationship with an inner face of another module, and securing the abutting mounting regions together.
- In one form of the method of erecting scaffolding, wherein the predetermined arrangement includes one module spaced from another module, and the method further comprises; providing at least one panel; and mounting the at least one panel to at least one mounting region on each of the spaced modules, wherein the panel assembly interconnects the spaced modules.
- In one form of the method, the method further comprises transporting the rigid framed scaffolding modules to a first site. In a further form of the method, after use of the scaffolding at the first site has ceased, the scaffolding modules may be relocated and erected at a second site. The method comprises demounting at least one scaffolding module from another scaffolding module in the support structure at the first site; transporting some of the rigid framed scaffolding modules from the first site to the second site; arranging the plurality of scaffolding modules in a predetermined manner at the second site; and mounting at least one scaffolding module to another scaffolding module to form a support structure at the second site.
- The modules may be demounted to individual modules for transportation. Alternatively, two or more modules may maintain a mounted relationship during transportation, providing the overall size of the mounted modules can fit within the transport.
-
FIG. 1 is a perspective view of partially erected modular scaffolding on a building construction site; -
FIG. 2 is a perspective view of the modular scaffolding inFIG. 1 , without the building for clarity; -
FIG. 3 is another view of partially erected modular scaffolding; -
FIG. 4 is a perspective view of a scaffolding module; -
FIG. 5a is a top view of the scaffolding module ofFIG. 4 ; -
FIG. 5b is a front view of the scaffolding module ofFIG. 4 ; -
FIG. 6 is a side view of the scaffolding module ofFIG. 4 ; -
FIG. 7a is a cross section side view of the upper portion and lower portion of two scaffolding module ofFIG. 4 ; -
FIG. 7b is a side view of part of the upper and lower portion of two scaffolding modules according toFIG. 4 ; -
FIG. 7c is a cross section side view of part of the upper and lower portion of two scaffolding modules in alignment; -
FIG. 8 is a perspective view of two scaffold modules just before stacking; -
FIG. 9 is a front view of a scaffold module stacked on another scaffolding module; -
FIG. 10 is a perspective view of partially erected modular scaffolding, with multiple modules hoisted concurrently; -
FIG. 11a illustrates a front view of partially erected modular scaffolding; -
FIG. 11b illustrates a side view of partially erected modular scaffolding ofFIG. 11a , with workers inside; -
FIG. 12 is a perspective view of a further embodiment of a scaffolding module; -
FIG. 13 is another perspective view of the module ofFIG. 12 ; -
FIG. 14 is a perspective view of another embodiment of a scaffolding module; -
FIG. 15 is a top view of the module ofFIG. 14 ; -
FIG. 16 is a rear view of the module ofFIG. 14 ; -
FIG. 17 is a front view of the module ofFIG. 14 ; -
FIG. 18 is a side view of the module ofFIG. 14 ; -
FIG. 19 is a bottom view of the module ofFIG. 14 ; -
FIG. 20 is a close up perspective view of an upper corner of the module ofFIG. 14 , showing the guide lug assembly; -
FIG. 21 is a sectioned view of a pair of frame members, illustrating the individual angle profile and combined T-section structure; -
FIG. 22 is a top view of a pair of scaffolding modules in close proximity, prior to mounting to form a T-section structure from a pair of frame members; -
FIG. 23 is a perspective view of a panel for with the scaffolding modules; -
FIG. 24 is a sectioned top view of the panel ofFIG. 23 ; -
FIG. 25 is a sectioned front view of the panel ofFIG. 23 ; -
FIG. 26 is a sectioned side view of the panel ofFIG. 23 ; -
FIG. 27 is a perspective view of a scaffolding assembly illustrating the panel as an end panel; -
FIG. 28 is a perspective view of a scaffolding assembly illustrating the use of the panel to interconnect spaced scaffolding modules; -
FIG. 29 is a top plan view of an arrangement of scaffolding modules around a building; -
FIG. 30 is a detailed view of a portion of the arrangement inFIG. 29 ; -
FIG. 31 is an exploded perspective view of another embodiment of a scaffolding module; -
FIG. 32 is a side view of another embodiment of a scaffolding module in a rigid configuration; -
FIG. 33 is a side view of the module inFIG. 32 in the collapsed configuration; -
FIG. 34 is a top view of a tie for use between the building and the scaffolding modules; -
FIG. 35 is a side view of the tie inFIG. 34 ; -
FIG. 36 is a perspective view of the tie inFIG. 34 ; and -
FIG. 37 is a perspective view of a scaffolding assembly with a tie, the assembly having workers inside. -
FIGS. 1 and 3 illustrate a partially erectedscaffolding assembly 1 on abuilding 3 under construction. Thescaffolding assembly 1 comprises of a plurality ofmodules 5,scaffolding base 9, andwork platforms 6. Themodules 5 are arranged vertically and horizontally in an array to form the main support structure for the scaffolding. Thescaffold base 9 provides a base structure on which themodules 5 are mounted. The support structure formed by themodules 5 is secured to the building at intermittent intervals usingbuilding ties 8. Thescaffolding platforms 6, which provides working platforms for workers are formed from multipleplatform scaffolding sections 21 mounted within theindividual modules 5 as will be described in more detail below. - As illustrated, the
scaffolding assembly 1, may be erected by hoistingmodule 5 with acrane 7, and arranging the module(s) into the desired scaffold arrangement. - The
modules 5 will now be described in detail with reference toFIGS. 4 to 6 . Themodules 5 are generally in the shape of rectangular or square prism blocks. The general rectangular prism shape is defined by arigid frame 11, comprising of horizontal 13 and vertical 15 frame members, with the members having at least one flat surface co-planar to a face of the overall prism shape. To lower costs, these members are preferably made of 65 mm.times.65 mm.times.5 mm steel angles. In one embodiment, the overall dimension of therigid frame 11 is approximately 2100 mm.times.2100 mm.times.1100 mm. - The flat surfaces of the horizontal 13 and vertical 15 frame members provide mounting regions for mounting with corresponding mounting regions of
adjacent modules 5. The mounting regions are provided with a series ofapertures 17. This allows adjacent modules to be coupled to each other with a combination of bolts and nuts, or other suitable mechanical fasteners. In a one form, the apertures are 18 mm in diameter, with the corresponding bolts having a shank diameter of 16 mm. This advantageously provides a degree of tolerance to theoverall scaffolding assembly 1. - At the bottom face of the
module 5transoms 19 are provided to support part of thescaffolding platform section 21. Thetransoms 19 may be welded or integrally formed with theframe 11 or alternatively a separate component mounted to the frame. Thescaffolding platform section 21 is in the form of a metal floor mesh, such as pierced steel secured to theframe 11. The floor mesh may comprise of 50 mm.times.50 mm.times.4 mm mesh, or expanded metal mesh for better grip and smaller holes. Advantageously, the floor mesh provides a light weight working platform for construction workers, as well as overhead protection from large debris. The floor mesh, also allows wind and water to pass through during inclement weather, thereby reducing the effects on the scaffolding. However, it is to be appreciated that other platforms, such as wooden floorboards or steel floorboards may be used as thescaffolding platform section 21. - As illustrated in
FIGS. 4 and 6 , thefloor mesh 21 is positioned above, and supported on, thetransoms 19, and on the upper side of the lowerhorizontal bars 14. Thus themodule 5, is provided with arecess 10 on the bottom face of theframe 11. Thisrecess 12 forms part of the guide arrangement which will be detailed below. - A barrier in the form of a
safety mesh 23 is provided on one face of the module. In use the modules are usually positioned so that thesafety mesh 23 is on the outer face of the module facing away from thebuilding 3. Thesafety mesh 23 may be 50 mm.times.50 mm.times.4 mm metal mesh. Ahandrail 25 is also provided for workers, and may be constructed of steel angle welded to theframe 11. Thesafety mesh 23 andhandrail 25 provide a safety barrier for workers, as well as preventing the transgression of large debris or other objects through the scaffolding. The lower part of thesafety mesh 23 is provided with akickboard 24 for additional protection. Thekickboard 24 may be constructed of denser metal mesh than the safety barrier, for example 50 mm.times.10 mm.times.4 mm, and extend approximately 150 mm above thescaffolding platform section 21. - At the top portion of
module 5 is aguide structure 28, forming part of the guide arrangement. The construction and operation of the guide arrangement is best shown with reference toFIGS. 7a-7c and 8 and 9. - The
guide structure 28 comprises a pair ofbars 27 and associated supporting members protruding from theframe 11, as illustrated inFIGS. 7a-7b . Thebars 27 form part of aguide structure 28 for aligningsuccessive modules 5 that are mounted on top of anothermodule 5. - Referring to
FIG. 7a , the main axis of thebar 27 extends horizontally above theframe 11, and forms part of a guide structure extending from an upper face of theframe 11. At theend portions 29 of thebar 27, thebar 27 is angled towards theframe 11, and is affixed to theframe 11 by a weld. A series of intermediate support bars 31 are welded to supportbar 27, to provide intermediate support to bar 27. The support bars 31, are disposed perpendicular to thebar 27, with theend portions 33 angled towards theframe 11, where it is affixed to theframe 11 by a weld. - The
angled end portions guide structure 28. This allows theguide structure 28 of one module to enter therecess 12 of another module, and causing the two modules to self align as they are drawn together. As thebars angled end portions - The
bars 27 are preferably welded to theframe 11, and are of sufficient strength to function as lifting points for themodules 5. Thebars 27 may be lashed to an overhead crane, which can then hoist the module into position. -
FIGS. 7b and 8 illustrates the upper 55 and lower 45 modules prior to mounting. It is clear theangled end portions lower recess 12 inmodule 55, provide a ramp surface against the lowerhorizontal members 14, which line therecess 12 of theupper module 55. This ramp action guides theupper module 55 into alignment withlower module 45, during lowering ofupper module 55. - As illustrated in
FIG. 7c , theguide structure 28 of thelower module 45 extends into thelower recess 12 in theframe 11 of theupper module 55. The bars prevent sideway movement of theupper module 55 relative to thelower module 45. In use, theupper module 55 andlower module 45 would additionally be secured together with mechanical fasteners throughapertures 17. In addition to providing horizontal rigidity, this will prevent the upper 55 and lower 45 modules from separating. -
FIG. 9 illustrates a pair ofidentical modules 5, with anupper module 55 mounted on top of alower module 45. As can be seen the guide arrangement is fully enclosed within the frames of the 2 modules so that the module frames are in face to face contact. The erection of thescaffolding system 1 will now be described. The ground supporting thescaffold bases 9 is initially prepared for supporting the weight of thescaffolding assembly 1. This may include compacting the earth, paving, or setting a concrete foundation. A plurality ofscaffold bases 9 may then arranged around the perimeter of thebuilding 3. The scaffold bases 9 are arranged to support themodules 5, and thus the planar layout of thescaffold bases 9 generally provides the overall planar arrangement of theoverall scaffold assembly 1. - The scaffold bases 9 are then adjusted to ensure the
scaffold bases 9 are level. This may be achieved by altering the height oflegs 10 of thescaffold base 9. In one embodiment thelegs 10 comprise of adjustable screw jacks. The level of the scaffold bases may be monitored by a spirit level, or other suitable equipment. Once thescaffold bases 9 are satisfactorily level,adjacent scaffold bases 9 are secured to each other. Optionally, the scaffold bases may also be tied to thebuilding 3 or other support structure. - The
modules 5 of thescaffold assembly 1 may then be arranged onto the scaffold bases 9. A hoist 7 is attached to thebars 27 of a module, and the module is hoisted onto acorresponding scaffold base 9. Themodule 5 is then fastened to thescaffold base 9, by bolts and nuts throughapertures 17 on the lower members of theframe 11, and corresponding apertures on thescaffold base 9.Subsequent modules 5 are then hoisted and located onto the remainingscaffold bases 9, and fastened therein. Optionally, thescaffolding modules 5 are further fastened to one another and/or tied to thebuilding 3. -
Further modules 5 are arranged above thescaffold bases 9 and precedingmodules 5, until the desiredscaffolding assembly 1 is erected. For better efficiency in erection, it may be desirable to mount two ormore modules 5 together before hoisting the mounted modules to the desired location on thescaffolding assembly 1 as illustrated inFIGS. 10 and 11 . This reduces the number of hoists and reduces the number of mounting operations by the scaffolder once the modules are positioned. This saves time, thus providing a secured scaffolding assembly in less time. - As illustrated in
FIG. 11a , anarchway 70 or bridge in thescaffolding assembly 1 may be formed by mountingmodules 5 side by side over a span. Furthermore, the scaffolding assembly may comprise overhangingmodules 75, which are supported by adjacent modules at the side and/or above themodule 75. - In a further embodiment illustrated in
FIG. 11a ,stairway modules 85 comprising arigid frame 11 and aninternal staircase 87, are incorporated in thescaffolding assembly 1. This provides workers with convenient access to theplatforms 6 on multiple levels of thescaffolding assembly 1. -
FIG. 11b is a side view ofFIG. 11a , and illustrates the use ofbuilding tie 8, to mount thescaffolding assembly 1 to thebuilding 3. The buildings ties 8 may also support part ofplatform 6. Furthermore, part of theplatform 6 may also be a cantileveredplatform section 106. -
FIG. 11b also illustratesworkers 999 inside themodules 5 of thescaffolding assembly 1. - Dismantling the
scaffolding assembly 1, is achieve by substantially reversing the erection procedure. The topmost module 5 is first demounted from thescaffolding assembly 1, allowing acrane 7 to hoist and lower themodule 5 to ground level. To increase speed, two or more modules may remain coupled to each other and removed simultaneously from thescaffolding assembly 1. This process is repeated until the scaffolding assembly is disassembled. The module may then be transported for storage or to the next worksite. Advantageously, the rigid framedmodules 5, with few or no working parts requires little setting up or configuration before use. Therefore, themodules 5 may simply be transported to the worksite by truck, and a crane can simply hoist themodules 5 from the truck to thescaffolding assembly 1. - The
modules 5 may be stored in a storage yard when not in use at worksites. The modules may be arranged in a three dimensional matrix, with modules mounted side by side, front to rear, and stacked above each other. This storage arrangement, similar to storage of shipping containers, allows maximum use of storage yard space. Themodules 5 may be mounted to each other for security and stability. Themodules 5 may also be mounted to each other in clusters, for example 3 or 5 units in a vertical stack. The vertical stack ofmodules 5 can then be handled as one during storage and transportation, thereby obtaining better economy of effort and time. -
FIGS. 12 and 13 illustrate another embodiment of thescaffolding module 105. Themodule 105 has aninternal kickboard 126 made from mesh or metal sheet disposed at the inner face of themodule 5. Aninner handrail 122 comprising of steel angle is also provided at the inner face. Thekickboard 126 or inner handrail may be removable or permanent.Gussets 151 are provided to increase rigidity and strength of the frame II. - In alternative embodiments, the modules may comprise of the frame without the scaffolding platform sections. The scaffolding platform sections may be positioned and mounted to the scaffolding assembly, after the modules comprising the frames are erected.
- In another alternative embodiment the scaffolding module may comprise of a rigid frame, wherein part of the frame is formed from at least one scaffolding platform section. Advantageously, this may reduce the number of parts when manufacturing the modules.
- In the illustrated embodiments, the modules are stacked vertically above one another. However, it is to be appreciated other bond patterns, such as a stretcher bond pattern may be used for erecting the
scaffolding assembly 1. In such an arrangement, the modules are staggered in adjacent rows. - Another embodiment of the
scaffolding module 205 will now be illustrated with reference toFIGS. 14 to 19 . Features of thescaffolding module 205 that are similar to the features previously described embodiment are denoted by the same reference numerals preceded by “2”. - In this embodiment,
handrails transom 220 is provided at the top portion of theframe 211, to enhance rigidity of themodule 205. The floor mesh 321 may be made of expanded metal floor or decking. - The
kickboard 224 is constructed of steel sheet, which can by permanently fixed or removable. In one form, it can be permanently welded to theframe 211. Advantageously a sheet steel kickboard is easily welded and prevents transgression of fine debris. - A distinguishing feature of this embodiment of the
scaffolding module 205 is the alternative guide arrangement comprising of aguide lug assembly 261 located atcorners 270 at the top portion of themodule 205. Part of theguide lug assembly 261 is adapted to be received into arecess 12 in the bottom face of themodule 205, which is substantially the same as therecess 12 described in the earlier embodiments. - The construction of the
guide lug assembly 261 will now be described with reference toFIG. 20 . Theguide lug assembly 261 comprises of agusset plate 263, and aprotruding lug 265. Thegusset plate 263 is welded to theframe 211, and is substantially planar to the top face of themodule 205. Thelug 265 protrudes above the top face of themodule 205, and is provided with aramp 267 and aneyelet 269. Theeyelet 269 in thelug 265 provides a lifting point to lift thescaffolding module 205. - The
lug 265 is angled towards thecorner 270 of theframe 211 at an angle of approximately 45.degree. from thehorizontal members 213. Theramp 267 of thelug 265, on entering therecess 12 of another module and bearing on the frame of the other module, will guide the two modules to self align as they are drawn together. Since thelug 265 is angled at 45.degree., it will provide alignment in two horizontal axes. It would be appreciated the method of lowering one module on top of another with this alternative guide arrangement is similar to the previously described methods. - As previously described, the
frame members right angle profile 271 as illustrated inFIGS. 20 to 22 . Asframe members adjacent modules 205 are drawn together, as illustrated inFIG. 22 , the frame members form a T-section. This is best illustrated inFIG. 21 . When frame members of adjacent members are further secured to one another by fastening, such as bynut 216 and bolt 218 throughapertures 217, the surfaces of the members become in intimate contact with each other. Thus two fastened members effectively act as a unitary T-section structure, thereby enhancing the rigidity of the scaffolding modules. - A
panel 305 for use with thescaffolding modules 205 will now be described with reference toFIGS. 23 to 26 . Thepanel 305 comprises of aframe 311, havinghorizontal frame members 313 andvertical frame members 315. Theframe members aperture 317, similar to thescaffolding modules 205, to form part of the mounting regions on thepanel 305. Thepanel 305 is further provided with asafety mesh 323, akick plate 324, and handrails 325, similar to those provided on thescaffolding modules 205. - In the illustrated embodiment, the
panel 305 is dimensioned to have the same height as thescaffolding module 205, and a width equivalent to the sides of themodules 205. However, it is to be appreciated panels of other dimensions may be used. - The use of the
panel 305 as an end piece will now be described with reference toFIG. 27 .FIG. 27 illustrates an assembly of fourscaffolding module 205 mounted to form ascaffolding assembly 401, with onepanel 305 attached to a side face of ascaffolding module 205. As illustrated, theframe 311 of thepanel 305 is the same dimension asframe 211 at the side face ofmodule 205. Advantageously, the apertures of thepanel 305 andmodule 205 are matched to enable fasteners to secure thepanel 305 to themodule 205. Thepanel 305 as an end piece closes off an otherwise open end of theassembly 401, thereby protecting workers or equipment from falling out of the scaffolding assembly 301. - An alternative use of the
panel 305 to interconnect spacedmodules 205 will now be described with reference toFIG. 28 . InFIG. 28 , there is provided ascaffolding assembly 501, comprising of a plurality ofscaffolding modules 205, includingmodules panel assemblies 511, formed of twopanels 305 with the sides mounted to each other. - As illustrated, the
panel assemblies 511, overlap and are mounted to a surface ofmodules plank 513 may be placed over thefloor mesh 221 ofmodules - Advantageously, this allows continuity of the scaffolding where the space between two
modules 205 is not large enough accommodate asingle module 205. This also allows the dimensions of thescaffolding assembly 501 to be adjustable to a degree finer than the size of thediscrete scaffolding modules 205. -
FIGS. 29 and 30 illustrate ascaffolding assembly 601 around abuilding 3. Thescaffolding assembly 601 hasassembly corners 602 comprising ofscaffolding modules other scaffolding modules 205. In the illustrated embodiment, it is clear the required dimension of thescaffolding assembly 601 for building 3 does not fall on exact multiples of the dimensions of thescaffolding modules 205. Thus the arrangement of thescaffolding modules 205 need to be adjusted for theassembly 601 to accommodate thebuilding 3. In order to achieve this, theend face 608 ofmodule 607, is positioned along the length of inner face 609 ofmodule 606. Advantageously, theend face 608 can be located and mounted anywhere along inner face 609 ofmodule 606 and the adjacent module. This allows adjustment of the dimensions of thescaffolding assembly 601 at an increment equal to the spacing ofapertures 217 in themodules 205. -
FIG. 30 also illustratespanels 305 that can be mounted to thescaffolding assembly 601 to close off open areas at thecorner 602 to ensure the safety of workers and equipment in thescaffolding assembly 601. - Another embodiment of the
scaffolding module 705 will now be described with reference toFIG. 31 . In this embodiment, theframe members scaffolding module 705 are interconnected by releasable connections. As illustrated inFIG. 31 , the frame members are released from each other as discrete components of the frame member. In-use, theframe members scaffolding module 705 similar toscaffolding module 205 described above. -
FIGS. 32 to 33 illustrate another embodiment of thescaffolding module 805, having joints to allow the module to adopt a collapsed configuration.FIG. 32 is a side view of thescaffolding module 805 in the rigid in-use or erected configuration, the module comprising offloor frame member 813, inner and outerface frame member top frame member 814. The frame members are pivotally interconnected atjoints 816, and in-use are locked by releasable connections such that the frame members are rigid relative to each other. When in the rigid in-use configuration, themodule 805 will have similar features and characteristics as the modules described in the embodiments above. - To save space during transportation or storage, the
scaffolding module 805 may be collapsed as illustrated inFIG. 33 . The releasable connections are released, thereby allowing the frame members to pivot at thejoints 816 so that the frame members are configured to be substantially parallel to one another. - An embodiment of the
tie 8 will now be described with reference toFIGS. 34 to 37 . Thetie 8 comprises twoelements apertures 917. Theelements fasteners 920 that pass throughapertures 917. Thus the overall length of thetie 8 is adjustable by selecting theappropriate apertures 917 for fastening. - The
first element 901 is fastened to framemember 211 of ascaffolding module 205 at 923. Thesecond element 902 is fastened to the building at 925. Thus thetie 8 ensures thescaffolding 1 andbuilding 3 maintain constant spacing, as well providing mutual support. - Referring to
FIGS. 36 and 37 , thetie 8 is fastened to two frame members from a pair ofscaffolding modules 205. Advantageously, as thetie 8 is fastened to the T-section formed by a pair of frame members, it ensures the tie is rigidly secured to theoverall scaffolding assembly 1. -
FIG. 37 also illustratesworkers 999 inside thescaffolding assembly 1. Advantageously, the open sides of themodules 5 allow theworkers 999 to freely pass betweenadjacent modules 5, whilst protected by the structure of thescaffolding assembly 1. - In the claims which follow and in the preceding description of the invention, except where the context requires otherwise due to express language or necessary implication, the word “comprise” or variations such as “comprises” or “comprising” is used in an inclusive sense, i.e. to specify the presence of the stated features but not to preclude the presence or addition of further features in various embodiments of the invention.
- It is to be understood that, if any prior art publication is referred to herein, such reference does not constitute an admission that the publication forms a part of the common general knowledge in the art, in Australia or any other country.
Claims (21)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US15/712,320 US20180073257A1 (en) | 2010-02-25 | 2017-09-22 | Scaffolding |
US17/185,470 US20210180341A1 (en) | 2010-02-25 | 2021-02-25 | Scaffolding |
Applications Claiming Priority (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2010900812A AU2010900812A0 (en) | 2010-02-25 | Scaffolding | |
AU2010900812 | 2010-02-25 | ||
AU2010904143 | 2010-09-14 | ||
AU2010904143A AU2010904143A0 (en) | 2010-09-14 | Scaffolding | |
PCT/AU2011/000213 WO2011103639A1 (en) | 2010-02-25 | 2011-02-25 | Scaffolding |
US201213581036A | 2012-10-15 | 2012-10-15 | |
US15/712,320 US20180073257A1 (en) | 2010-02-25 | 2017-09-22 | Scaffolding |
Related Parent Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AU2011/000213 Continuation WO2011103639A1 (en) | 2010-02-25 | 2011-02-25 | Scaffolding |
US13/581,036 Continuation US9909326B2 (en) | 2010-02-25 | 2011-02-25 | Scaffolding |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US17/185,470 Continuation US20210180341A1 (en) | 2010-02-25 | 2021-02-25 | Scaffolding |
Publications (1)
Publication Number | Publication Date |
---|---|
US20180073257A1 true US20180073257A1 (en) | 2018-03-15 |
Family
ID=44506087
Family Applications (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US13/581,036 Active US9909326B2 (en) | 2010-02-25 | 2011-02-25 | Scaffolding |
US15/712,320 Abandoned US20180073257A1 (en) | 2010-02-25 | 2017-09-22 | Scaffolding |
US17/185,470 Pending US20210180341A1 (en) | 2010-02-25 | 2021-02-25 | Scaffolding |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US13/581,036 Active US9909326B2 (en) | 2010-02-25 | 2011-02-25 | Scaffolding |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US17/185,470 Pending US20210180341A1 (en) | 2010-02-25 | 2021-02-25 | Scaffolding |
Country Status (13)
Country | Link |
---|---|
US (3) | US9909326B2 (en) |
EP (1) | EP2539521B1 (en) |
JP (3) | JP2013520587A (en) |
KR (1) | KR101691542B1 (en) |
CN (2) | CN202324568U (en) |
AU (3) | AU2011220341B2 (en) |
CA (1) | CA2790863C (en) |
ES (1) | ES2953895T3 (en) |
MY (1) | MY168669A (en) |
PL (1) | PL2539521T3 (en) |
SG (3) | SG10201501305QA (en) |
TW (1) | TWI662176B (en) |
WO (1) | WO2011103639A1 (en) |
Families Citing this family (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU2011220341B2 (en) * | 2010-02-25 | 2015-11-05 | Trewhella Holdings Pty Limited | Scaffolding |
ES2802283T3 (en) * | 2013-10-16 | 2021-01-18 | John Preston | Construction of modular buildings with interconnected frame composite panels |
CN104712150A (en) * | 2013-12-12 | 2015-06-17 | 扬州通利冷藏集装箱有限公司 | Outdoor corridor and transportation method thereof |
KR101707037B1 (en) * | 2014-03-04 | 2017-02-16 | 신재순 | A structure for assembled system scaffold and erecting method thereof |
CN104164965B (en) * | 2014-07-11 | 2016-08-24 | 安徽马钢比亚西钢筋焊网有限公司 | Self-align foot-operated expanded metals |
US10180006B2 (en) | 2015-02-02 | 2019-01-15 | Battlement Defense, Llc | Man-portable unitary and integrated platform systems and system segments and methods for employing system segments |
KR20190095279A (en) * | 2016-12-27 | 2019-08-14 | 주식회사 발카 | Lab System and Lab Program |
CN107059641B (en) * | 2017-05-26 | 2023-08-18 | 中铁三局集团华东建设有限公司 | Goods shelf type pier body outer scaffold |
CN107269028A (en) * | 2017-07-27 | 2017-10-20 | 范雄杰 | The supporting construction that a kind of engineering construction is used |
GB201718752D0 (en) * | 2017-11-13 | 2017-12-27 | Edwards Ltd | Vacuum and abatement systems |
US20190284795A1 (en) * | 2018-03-14 | 2019-09-19 | Andy Vanaman | Modular Egress System |
CN108442343A (en) * | 2018-05-21 | 2018-08-24 | 中国水利水电第十四工程局有限公司 | A kind of standard module combined support device |
CN108791698A (en) * | 2018-06-14 | 2018-11-13 | 芜湖恒安钢结构有限公司 | A kind of shipbuilding scaffold carrying platform |
WO2020028948A1 (en) * | 2018-08-07 | 2020-02-13 | John Clement Preston | Facade panel system and method of erecting a multi-storey structure and facade |
CN109763427A (en) * | 2018-12-29 | 2019-05-17 | 中交路桥华东工程有限公司 | A kind of assembled operating platform of pier shaft reinforcing bar binding and its installation and method for dismounting |
GB2586647A (en) * | 2019-09-02 | 2021-03-03 | Siang Lai Ye | A scaffold for a building |
KR102081452B1 (en) * | 2019-09-22 | 2020-02-25 | 춘천가설 주식회사 | Integrated scaffolding module and eco smart system scaffolding using the same |
KR102081453B1 (en) * | 2019-09-22 | 2020-02-25 | 춘천가설 주식회사 | Module assembly type system scaffolding and all in one scaffolding module for the same |
US20210156156A1 (en) * | 2019-11-27 | 2021-05-27 | OM Engineering Pty Ltd | Independent self-climbing form system for building vertical structures |
US11352805B2 (en) * | 2020-03-11 | 2022-06-07 | Safe Portal Tech, LLC | Safety portal system |
CN112376529A (en) * | 2020-12-04 | 2021-02-19 | 天津市丙辉建材科技开发有限公司 | Method for erecting unit-assembled support structure and method for overwater construction |
CN113685012B (en) * | 2021-08-19 | 2023-06-20 | 赤东建设集团有限公司 | Movable combined steel pipe bent and formwork structure |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3835612A (en) * | 1971-09-16 | 1974-09-17 | Echafaudages Tublaires Mills S | Scaffolding |
Family Cites Families (57)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3550334A (en) * | 1966-10-31 | 1970-12-29 | Patent Concern Nv | Plural story building comprising superimposed box-shaped dwelling units |
US3500595A (en) * | 1967-10-27 | 1970-03-17 | Flehr Hohbach | Modular building construction unit and column |
US3722168A (en) * | 1968-02-14 | 1973-03-27 | Dano Modules Inc | Method of modular building construction |
US3807120A (en) * | 1969-02-13 | 1974-04-30 | M Viandon | Scaffolding structures |
US3613321A (en) * | 1969-07-09 | 1971-10-19 | Karl R Rohrer | Building construction |
US3564802A (en) * | 1969-10-07 | 1971-02-23 | Jean Paul L Dreyfus | Scaffolding system |
US3638380A (en) * | 1969-10-10 | 1972-02-01 | Walter Kidde Constructors Inc | Modular high-rise structure |
US3703058A (en) * | 1970-09-14 | 1972-11-21 | Building Block Modules Inc | Modular building construction and erection system utilizing selectively oriented modules |
US3822519A (en) * | 1971-06-28 | 1974-07-09 | Avan Ind Inc | Building structure |
US3750366A (en) * | 1971-07-16 | 1973-08-07 | Rich F Housing Corp | Building |
US3866672A (en) * | 1971-07-16 | 1975-02-18 | F D Rich Housing Corp | Building |
GB1402359A (en) * | 1971-12-29 | 1975-08-06 | Misawa Homes Co | Prefabricated buildings |
IL40658A (en) * | 1972-10-25 | 1974-11-29 | Doriel J | Modular building method and building elements |
US3881571A (en) | 1973-10-19 | 1975-05-06 | Michael Maldwyn Moulton | Building unit for scaffolding or a trestle |
DE2447820A1 (en) | 1974-10-08 | 1976-04-15 | Grund Geruestbau | Cube-shaped building structure for scaffolding - has given positions for oblique struts and for bolt holes |
US4059931A (en) * | 1976-01-29 | 1977-11-29 | Mongan William T | Building framing system for post-tensioned modular building structures |
US4073100A (en) * | 1976-07-21 | 1978-02-14 | Digiovanni Jr Francis J | Mausoleum and method of construction |
JPS5736761Y2 (en) * | 1978-09-20 | 1982-08-13 | ||
JPS5547520A (en) | 1978-09-30 | 1980-04-04 | Meiji Natl Ind Co Ltd | Constant current circuit |
GR73603B (en) * | 1978-12-11 | 1984-03-26 | Wybauw Jacques | |
JPS5756938U (en) * | 1980-09-20 | 1982-04-03 | ||
JPS5756938A (en) | 1980-09-23 | 1982-04-05 | Mitsubishi Electric Corp | Semiconductor device |
GB2129905B (en) * | 1982-11-13 | 1986-08-06 | Joseph Robinson Mcteer | Set of angle brackets |
US4620404A (en) * | 1983-06-14 | 1986-11-04 | Polyfab S.A.R.L. | Building panel |
JPS60202669A (en) | 1984-03-26 | 1985-10-14 | Matsushita Electric Ind Co Ltd | Positive electrode storage method of silver oxide battery |
US4858726A (en) * | 1984-09-20 | 1989-08-22 | Preston John C | Scaffolding module and method erecting same |
US4723381A (en) * | 1986-09-22 | 1988-02-09 | Straumsnes O Robert | Prefabricated multiple dwelling |
CA1310041C (en) * | 1988-06-14 | 1992-11-10 | John C. Preston | Scaffolding |
WO1990014479A1 (en) | 1989-05-19 | 1990-11-29 | Gkn Australia Limited | Scaffolding |
JPH04277261A (en) * | 1991-02-28 | 1992-10-02 | Hory Corp | Scaffold unit and successive scaffold assembling method using the scaffold unit |
JPH04350255A (en) * | 1991-05-27 | 1992-12-04 | Hory Corp | Folding scaffold unit and assembling/installing method thereof |
JP2683171B2 (en) * | 1991-07-31 | 1997-11-26 | 株式会社フジタ | Construction transport scaffolding equipment |
DK9200156U4 (en) * | 1993-01-18 | 1994-04-18 | S System Modules Ltd | Box-shaped self-supporting building module |
US5491939A (en) * | 1994-10-05 | 1996-02-20 | Wang; Jyh L. | Prefabricated staircase unit |
JP3260266B2 (en) * | 1995-02-10 | 2002-02-25 | 積水化学工業株式会社 | Unit building and its construction method |
JP3131896B2 (en) * | 1995-07-20 | 2001-02-05 | 辰雄 小野 | Shoring |
US5810114A (en) * | 1997-03-04 | 1998-09-22 | Wcm Development Company, Llc | Scaffolding |
NZ516047A (en) * | 1999-06-09 | 2003-08-29 | John Clement Preston | Multi-purpose structural component |
JP4350255B2 (en) | 2000-02-28 | 2009-10-21 | 株式会社エヌ・ティ・ティ・データ | Marketing system, method and recording medium |
JP3880835B2 (en) * | 2001-11-01 | 2007-02-14 | 新日本製鐵株式会社 | Scaffolding assembly and disassembly method |
US6601716B1 (en) * | 2002-02-28 | 2003-08-05 | Deltak Manufacturing, Inc. | Stackable and rollable rack |
JP2004144313A (en) | 2002-10-21 | 2004-05-20 | Matsui Mfg Co | Drying device for powder/grain material |
JP4038130B2 (en) * | 2003-01-15 | 2008-01-23 | ジャパン スチールス インターナショナル株式会社 | Multi-story working device and its working method |
JP3617667B2 (en) * | 2003-05-21 | 2005-02-09 | 石川島播磨重工業株式会社 | Steel tower of support or cable crane and construction method thereof |
JP3988938B2 (en) | 2003-05-23 | 2007-10-10 | 東京電力株式会社 | Raising the tower |
JP4277261B2 (en) * | 2003-06-17 | 2009-06-10 | 株式会社キジマ | Winding frame for small winding parts |
US7069701B2 (en) * | 2003-09-05 | 2006-07-04 | Yueh-Chu Chen | Groundwork frame structure |
US7258199B2 (en) * | 2004-05-27 | 2007-08-21 | Richard Hayes, Sr. | Modular multilevel access platform and method for erecting the same |
WO2007130154A2 (en) | 2005-12-22 | 2007-11-15 | Genentech, Inc. | Recombinant production of heparin binding proteins |
JP3121964U (en) * | 2006-03-13 | 2006-06-01 | 岩夫 江尻 | Working platform and scaffolding |
TWM307656U (en) * | 2006-09-12 | 2007-03-11 | Yi-Ping Chen | Improved structure of scaffold's baffle |
DE102008006911A1 (en) * | 2008-01-24 | 2009-07-30 | Wilhelm Layher Verwaltungs-Gmbh | For the construction of a frame support, a support frame and / or a shoring tower certain vertical frame |
CN201314115Y (en) * | 2008-11-17 | 2009-09-23 | 无锡速捷脚手架工程有限公司 | Combined scaffold |
JP5435211B2 (en) * | 2009-04-08 | 2014-03-05 | コスモンド株式会社 | Unit room and its two-stage installation structure |
TWM369362U (en) * | 2009-05-27 | 2009-11-21 | Sucoot Ind Co Ltd | Anti-oblique scaffold tread |
AU2011220341B2 (en) * | 2010-02-25 | 2015-11-05 | Trewhella Holdings Pty Limited | Scaffolding |
JP5523179B2 (en) * | 2010-04-15 | 2014-06-18 | 株式会社日立製作所 | Building construction method and room module |
-
2011
- 2011-02-25 AU AU2011220341A patent/AU2011220341B2/en active Active
- 2011-02-25 MY MYPI2012003778A patent/MY168669A/en unknown
- 2011-02-25 SG SG10201501305QA patent/SG10201501305QA/en unknown
- 2011-02-25 TW TW100106559A patent/TWI662176B/en active
- 2011-02-25 CN CN2011200594779U patent/CN202324568U/en not_active Expired - Lifetime
- 2011-02-25 JP JP2012554173A patent/JP2013520587A/en active Pending
- 2011-02-25 KR KR1020127025093A patent/KR101691542B1/en active IP Right Grant
- 2011-02-25 CN CN201110055853.1A patent/CN102191852B/en active Active
- 2011-02-25 CA CA2790863A patent/CA2790863C/en active Active
- 2011-02-25 PL PL11746766.2T patent/PL2539521T3/en unknown
- 2011-02-25 EP EP11746766.2A patent/EP2539521B1/en active Active
- 2011-02-25 SG SG10201606027VA patent/SG10201606027VA/en unknown
- 2011-02-25 WO PCT/AU2011/000213 patent/WO2011103639A1/en active Application Filing
- 2011-02-25 SG SG2012061800A patent/SG183424A1/en unknown
- 2011-02-25 ES ES11746766T patent/ES2953895T3/en active Active
- 2011-02-25 US US13/581,036 patent/US9909326B2/en active Active
-
2015
- 2015-05-19 JP JP2015101528A patent/JP6286389B2/en active Active
- 2015-05-20 JP JP2015002461U patent/JP3198969U/en not_active Expired - Lifetime
-
2016
- 2016-02-04 AU AU2016200710A patent/AU2016200710B2/en active Active
-
2017
- 2017-09-22 US US15/712,320 patent/US20180073257A1/en not_active Abandoned
-
2018
- 2018-08-10 AU AU2018214133A patent/AU2018214133A1/en not_active Abandoned
-
2021
- 2021-02-25 US US17/185,470 patent/US20210180341A1/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3835612A (en) * | 1971-09-16 | 1974-09-17 | Echafaudages Tublaires Mills S | Scaffolding |
Also Published As
Publication number | Publication date |
---|---|
EP2539521C0 (en) | 2023-06-07 |
JP3198969U (en) | 2015-07-30 |
MY168669A (en) | 2018-11-29 |
CA2790863C (en) | 2018-01-16 |
CA2790863A1 (en) | 2011-09-01 |
JP6286389B2 (en) | 2018-02-28 |
CN102191852B (en) | 2014-09-24 |
EP2539521A4 (en) | 2014-08-06 |
KR20130024891A (en) | 2013-03-08 |
EP2539521B1 (en) | 2023-06-07 |
ES2953895T3 (en) | 2023-11-16 |
PL2539521T3 (en) | 2023-10-09 |
US20130048430A1 (en) | 2013-02-28 |
CN102191852A (en) | 2011-09-21 |
CN202324568U (en) | 2012-07-11 |
WO2011103639A1 (en) | 2011-09-01 |
SG10201501305QA (en) | 2015-04-29 |
AU2011220341B2 (en) | 2015-11-05 |
SG10201606027VA (en) | 2016-09-29 |
AU2016200710B2 (en) | 2018-05-10 |
US9909326B2 (en) | 2018-03-06 |
JP2013520587A (en) | 2013-06-06 |
US20210180341A1 (en) | 2021-06-17 |
AU2011220341A1 (en) | 2012-10-18 |
SG183424A1 (en) | 2012-09-27 |
AU2018214133A1 (en) | 2018-08-30 |
AU2016200710A1 (en) | 2016-02-25 |
JP2015178770A (en) | 2015-10-08 |
EP2539521A1 (en) | 2013-01-02 |
TW201142120A (en) | 2011-12-01 |
KR101691542B1 (en) | 2017-01-09 |
TWI662176B (en) | 2019-06-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US20210180341A1 (en) | Scaffolding | |
EP3147425B1 (en) | A hub | |
CA2249921C (en) | Modular shoring frame and system | |
US20130043095A1 (en) | Masonry scaffold system with truss level rosettes | |
US4602470A (en) | Dismountable framework | |
AU2017100073A4 (en) | Hoarding assembly | |
EP0117643B1 (en) | Dismountable framework | |
US4098045A (en) | Wall forming construction unit | |
CN112302320A (en) | Building stand column modularized assembly type scaffold module, system and construction method | |
US20040040786A1 (en) | Components for assembling scaffolding system | |
CN214462302U (en) | Building stand modular assembly type scaffold module and system | |
AU2006202497B2 (en) | A Scaffolding Assembly | |
GB2382837A (en) | Plastic scaffold system | |
JP2021130952A (en) | Protective working platform and its construction method | |
DK177113B1 (en) | Scaffolding system with extended width on upper work platform | |
GB2465365A (en) | Method and apparatus for constructing timber-framed buildings | |
AU2014203760A1 (en) | A scaffold system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STPP | Information on status: patent application and granting procedure in general |
Free format text: NON FINAL ACTION MAILED |
|
STPP | Information on status: patent application and granting procedure in general |
Free format text: FINAL REJECTION MAILED |
|
STPP | Information on status: patent application and granting procedure in general |
Free format text: ADVISORY ACTION MAILED |
|
STPP | Information on status: patent application and granting procedure in general |
Free format text: DOCKETED NEW CASE - READY FOR EXAMINATION |
|
STPP | Information on status: patent application and granting procedure in general |
Free format text: NON FINAL ACTION MAILED |
|
STPP | Information on status: patent application and granting procedure in general |
Free format text: RESPONSE TO NON-FINAL OFFICE ACTION ENTERED AND FORWARDED TO EXAMINER |
|
STPP | Information on status: patent application and granting procedure in general |
Free format text: FINAL REJECTION MAILED |
|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |