EP2954132A1 - Plate-forme de support supplémentaire en porte-à-faux pour échafaudage modulaire - Google Patents

Plate-forme de support supplémentaire en porte-à-faux pour échafaudage modulaire

Info

Publication number
EP2954132A1
EP2954132A1 EP14748818.3A EP14748818A EP2954132A1 EP 2954132 A1 EP2954132 A1 EP 2954132A1 EP 14748818 A EP14748818 A EP 14748818A EP 2954132 A1 EP2954132 A1 EP 2954132A1
Authority
EP
European Patent Office
Prior art keywords
scaffold
bays
adjacent
transom
support
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.)
Withdrawn
Application number
EP14748818.3A
Other languages
German (de)
English (en)
Other versions
EP2954132A4 (fr
Inventor
Kenneth Alan Cox
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
4 Ken Pty Ltd
Original Assignee
4 Ken Pty Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from AU2013900426A external-priority patent/AU2013900426A0/en
Application filed by 4 Ken Pty Ltd filed Critical 4 Ken Pty Ltd
Publication of EP2954132A1 publication Critical patent/EP2954132A1/fr
Publication of EP2954132A4 publication Critical patent/EP2954132A4/fr
Withdrawn legal-status Critical Current

Links

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
    • E04G1/02—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
    • E04G1/06—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 comprising members with rod-like or tubular portions fitting together end to end, with or without separate connecting pieces
    • 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
    • E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • 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
    • E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/151—Platforms made of wood, with or without reinforcements
    • 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
    • E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/152—Platforms made of metal or with metal-supporting frame
    • 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
    • E04G1/36—Scaffolds for particular parts of buildings or buildings of particular shape, e.g. for stairs, cupolas, domes
    • 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
    • E04G5/061—Consoles; Brackets specially adapted for attachment to scaffolds
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/08—Clamps for parallelly-arranged 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/28—Clips or connections for securing boards
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/301—Scaffolding bars or members with non-detachably fixed coupling elements for connecting bars or members which are parallel or in end-to-end relation
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
    • E04G7/307—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/32—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/28—Clips or connections for securing boards
    • E04G2007/285—Clips or connections for securing boards specially adapted for toe boards

Definitions

  • the present invention relates generally to scaffolding and more particularly to an improved method, apparatus and system for erecting or extending scaffolding.
  • the invention has been developed primarily for use in the erection of scaffolding around curved, complex or irregularly shaped architectural, building or civil engineering structures and will be described predominantly in that context. It should be appreciated, however, that the invention is not limited to these specific applications.
  • Scaffolding is a form of temporary framing typically used to support people and materials during the construction or maintenance of buildings or other large structures. It is usually modular, based on a combination of elongate tubes or rods and associated connecting elements. Most modern scaffolding is assembled from a combination of tubular metal framing elements - usually formed from steel or aluminium - in predetermined lengths and incorporating complementary end fittings. Decking boards, typically formed from timber or metal (steel or aluminium), are positioned to extend horizontally between the framing elements, to provide a working surface, platform or “decking" for workers on the scaffold.
  • the primary framing elements of a typical scaffold include “standards”, “ledgers”, “transoms” and “cross braces”.
  • Standards are upright or vertical support elements that transfer loads resulting from the mass of the structure to the ground, a base or some other suitable supporting platform.
  • Ledgers are horizontal members connected so as to extend between the standards.
  • Transoms are typically shorter elements, positioned to extend horizontally between the ledgers, to provide support for the decking boards.
  • Cross braces are typically positioned to extend diagonally between adjacent standards, to increase the rigidity of the scaffold structure.
  • Various types of complementary special purpose end fittings or “couplers” are typically used to releaseably connect the various framing and decking elements together in a range of different orientations and configurations.
  • the modular elements are usually assembled to form a contiguous matrix of rectangular prismatic "bays".
  • the dimensions of these bays can vary according to the intended application and design loading. However, for typical applications, the bay length is usually around 2.4 m.
  • the bay width is also determined by the intended use of the scaffold, which in turn affects the number and width of the associated decking boards. The minimum acceptable width is usually 440 mm. Platform widths typically extend beyond that minimum in discrete multiples of approximately 220 mm, this distance corresponding to the width of a standard decking board. Thus, a typical four-board scaffold would be around 880 mm in width, from standard to standard.
  • the height or "lift" of each bay is typically around 2 m, although the base lift can sometimes be larger.
  • Transom spacing is determined by the length and strength of the decking boards to be supported, but usually ranges from 1.2 m to 3.5 m.
  • Modular scaffolding can be assembled in a variety of ways according to the intended application.
  • the spacing and positioning of the primary structural elements tends to be relatively standardised for particular applications according to prevailing safety standards, building and construction codes, manufacturers' recommendations and established best practice. These factors are well known and understood by those skilled in the art, and so need not be described in further detail.
  • scaffold bays can be joined end-to-end to follow a straight line in a given direction, joined side-to-end to create a 90° change of direction, or joined side-to-side to create a discrete lateral displacement in the same direction.
  • Adjoining scaffold bays can also be joined end-to-end in a partially offset relationship so as to create smaller lateral displacements at defined points, although this substantially complicates the process of assembly and also substantially impedes the safe passage of workers between the partially offset scaffold bays.
  • the invention provides a scaffold connection assembly for use with modular scaffolding of the type formed from a matrix of interconnected scaffold bays, the connection assembly being adapted to connect a first scaffold bay to a second scaffold bay, and including:- a first connecting element including a first pair of connecting formations spaced apart by a first distance and adapted for connection to adjacent inner portions of the respective first and second scaffold bays;
  • a second connecting element including a second pair of connecting formations spaced apart by a second distance and adapted for connection to adjacent outer portions of the respective first and second scaffold bays; the first distance being different from the second distance, such that upon engagement of the connection assembly between the first and second scaffold bays, the first scaffold bay is oriented obliquely with respect to the second scaffold bay.
  • the terms “inner”, “innermost” and the like as used herein are generally intended to denote the side of a scaffold or scaffold bay closest to a building structure, whereas the terms “outer”, “outermost” and the like are generally intended to indicate the opposite side, furthest away from the building structure.
  • these terms are used primarily for convenience, merely to distinguish one side of a scaffold structure or scaffold bay from another, and beyond that distinction these terms are essentially arbitrary and are not intended to be limiting in any way.
  • the terms “first”, “second” and the like are likewise essentially arbitrary, intended simply to differentiate one component from another, and should not be regarded as having any sequential, hierarchical, or other significance or limiting import. It should also be understood that one or both of the "first” and" second" distances may be equal to zero.
  • each of the first and second scaffold bays is formed from a combination of primary framing elements including a pair of spaced apart inner vertical supports or "standards", a corresponding pair of spaced apart outer standards, a series of ledgers connected to extend generally horizontally between the standards, at least two transoms extending horizontally between the standards at each end of the bay, and a series of decking boards disposed in contiguous side-by-side relationship to form a working platform extending between the transoms.
  • Diagonally oriented cross-braces may also be attached.
  • these primary elements are releasably interconnected by means of special purpose end-fittings, couplers and clamps, which vary between the different proprietary scaffold systems.
  • the connection mechanism is based on the "V-press" system, whereby V-shaped apertures formed by lugs on the standards are engaged by corresponding spigots extending downwardly from the ledgers and transoms. It should be understood, however, that a wide variety of other scaffolding systems and component connection mechanisms may alternatively be used.
  • each connecting formation on the first connecting element is adapted for engagement with the adjacent inner standards on the respective first and second scaffold bays.
  • each connecting formation on the first connecting element includes an upper and lower flange extending outwardly from a central bridge section, and adapted respectively to be positioned above and below a corresponding V-press fitting extending transversely from the inner standard of the corresponding scaffold bay.
  • a locking wedge for each connecting formation is preferably positioned to extend downwardly through the upper flange, through the V-press fitting and through the corresponding lower flange, thereby releasably to lock the connecting formation to the associated inner standard of the respective scaffold bay.
  • the first connecting element is formed from a pair of "C" shaped brackets effectively joined back-to-back, such that the mutually opposed upper arms define the upper flanges of the respective first and second connecting elements, and the mutually opposed lower arms define the lower flanges of the respective first and second connecting elements.
  • each connecting formation on the second connecting element is adapted for engagement with the adjoining outer standards on the respective first and second scaffold bays.
  • each connecting formation on the second connecting element includes a downwardly depending spigot, adapted for engagement with a corresponding V-press fitting extending transversely from the outer standard of the corresponding scaffold bay, whereby upon engagement a locking wedge extends downwardly through the V-press fitting, so as releaseably to lock the connecting formation to the associated outer standard of the respective scaffold bay.
  • the connecting formations on each second connecting element define the terminal ends of an intermediate bridge portion.
  • the bridge portion of the second connecting element comprises a bar, tube, beam, rod or plate.
  • the bridge portion may be straight, outwardly curved, or inwardly curved.
  • the assembly further includes a pair of double-sided transom elements, each adapted to extend between the adjacent inner standard and the outer standard of a respective one of the first and second scaffold bays. In this way, the inner end of each transom element is adapted for connection with the outwardly depending V-press fitting of the associated inner standard, and the outer end of each transom element is adapted for connection with the inwardly depending V-press fitting of the associated outer standard.
  • the double-sided transom elements preferably define non-parallel radial sides of a wedge-shaped gap formation between the adjacent sides of the first and second scaffold bays.
  • the assembly preferably further includes a complementary wedge plate adapted to extend between the transom elements, so as substantially to cover or close the gap formation defined between the adjoining scaffold bays.
  • the included angle subtended by the transom elements determines the oblique angle defined between the first and second scaffold bays, and is also directly related to the difference in effective length between the first connecting element and the second connecting element.
  • multiple connecting assemblies may be installed contiguously between the same first and second scaffold bays, in order to increase (in discrete multiples) the oblique angle defined between the bays.
  • the transom elements are permanently connected to, or integrally formed with, the wedge plate.
  • the first and second connecting elements may be permanently connected to, or formed integrally with, the transom elements and/or the wedge plate.
  • the wedge plate may be formed from multiple panels, sections, boards or plates, including textured or perforated plates.
  • the invention provides a scaffold system for use with modular scaffolding formed from a matrix of interconnecting scaffold bays, the system including a plurality of scaffold connection assemblies as previously defined, adapted respectively for connection between adjoining first and second scaffold bays, whereby the adjoining scaffold bays are securely connectable at oblique angles, enabling the scaffold matrix to conform closely to irregular building profiles.
  • the system includes a series of different connection assemblies, defining a range of different wedge angles, enabling the oblique connection angles defined between adjacent scaffold bays to be selectively adjusted.
  • the system includes cantilever truss modules or hop- up assemblies adapted for connection to the inner or outer sides of the first or second scaffold bays, and/or to the inner or outer sides of the connecting assemblies.
  • hop-up or supplementary support assembly
  • hop- up and cantilever truss modules can be used interchangeably, regardless of the duty rating requirements (e.g. light, medium or heavy duty) for a particular scaffold application.
  • the invention provides a supplementary support assembly for a modular scaffold system formed from a matrix of interconnecting scaffold bays, the assembly including:
  • one or more decking boards extending between the pair of transoms, thereby providing a supplementary support platform.
  • the cantilevered transoms may be adapted for connection to the inner or outer sides of the scaffold bays, and/or to the inner or outer sides of a connecting assembly of the scaffold system.
  • the support platform is narrower than the scaffold bay or connecting assembly from which the cantilevered transoms extend.
  • the pair of cantilevered transoms is configured to contain from one to five decking boards.
  • the effective length of each transom is adjustable in discrete increments, by means of a movable board retaining bracket and complementary adjustment holes formed in the cantilevered transoms. It will be appreciated that, in other embodiments, alternative means for adjusting the effective length of the cantilevered transoms may be used.
  • each transom has a respective connecting formation adapted for connection with an adjacent standard of the scaffold system to which the transom is to be connected.
  • Each connecting formation may be directly or indirectly connected to the respective transom.
  • the proximal ends of the cantilevered transoms are adapted for engagement with V-press fittings on the scaffold standards.
  • each transom has a main support bar, the proximal end of which includes a downwardly depending spigot formation adapted for engagement with the V-press fittings.
  • the pair of transoms include respective left-handed and right-handed cantilevered hop-up transom elements, each hop-up transom including a main support bar in the form of an L-shaped channel section defining a lower board support flange, adapted to receive and locate the appropriate number of hop-up platform decking boards.
  • the pair of cantilevered transoms is adapted to support a second support assembly such that the second support assembly is cantilevered outwardly from the pair of transoms cantilevered from the scaffold bays.
  • the second support assembly may be adapted to support a third support assembly in a cantilevered manner.
  • it may be possible to connect one or more further consecutive support assemblies in a cantilevered manner to provide the supplementary support platform with a desired size, within the constraints of the load rating of the scaffold system and various support assemblies.
  • the support assembly includes at least one supplementary support strut associated with each transom, the supplementary support strut extending from the respective transom at one end and positively engaging the respective scaffold standard at its other end.
  • the supplementary support strut includes an inclined support element positioned to extend downwardly at an angle, for engagement with the standard below the connecting formation, such that the cantilevered transom bar is supported in the horizontal position.
  • the supplementary support struts include one or more intermediate bracing elements extending between the supplementary support strut and the respective cantilevered transom.
  • the supplementary support struts form a hop-up extension module in the form of a relatively heavy-duty cantilevered truss arrangement, with multiple connecting formations on each side.
  • the connecting formations formed on the proximal side of the truss arrangement facilitate engagement of the transoms with the standards, and wherein the connecting formations on the distal end are adapted to support a second support assembly, to thereby provide a composite hop-up configuration.
  • the second (and any further) support assembly may also have supplementary support struts.
  • the distal end of one or both hop-up transom elements may be trimmed, cut, configured or otherwise shaped to avoid fouling and to ensure a close fitting alignment between the two adjacent distal ends.
  • the invention provides a kit of parts including a plurality of connection assemblies as defined, or components therefor, enabling the system of the invention to be implemented.
  • the kit optionally further includes a comprehensive suite of complementary scaffold components including standards, ledgers, transoms and decking elements, compatible with the plurality of connection assemblies.
  • the invention provides a method of forming a matrix of interconnecting scaffold bays, the method comprising the steps (not necessarily sequentially) of:- forming a first scaffold bay;
  • first scaffold bay is connected obliquely with respect to the second scaffold bay, by means of the scaffold connection assembly positioned therebetween.
  • a scaffold connection assembly for use with modular scaffolding of the type formed from a matrix of interconnected scaffold bays supported on a base, the connection assembly being adapted to connect a first scaffold bay to a second scaffold bay, and including:- a first connecting element including a first pair of connecting formations laterally spaced apart by a predetermined first distance and adapted for connection to adjacent inner standards of the respective first and second scaffold bays;
  • a second connecting element including a second pair of connecting formations respectively defining terminal ends of an intermediate bridge section and being laterally spaced apart by a predetermined second distance, the second pair of connecting formations being adapted for connection to adjacent outer standards of the respective first and second scaffold bays;
  • the first distance being different from the second distance, such that upon engagement of the connection assembly between the first and second scaffold bays, the first scaffold bay is oriented obliquely with respect to the second scaffold bay;
  • outer standards of the corresponding first and second scaffold bays include respective lugs of a V-press fitting, each of the lugs defining a generally V- shaped aperture adapted for releasable engagement by a corresponding generally wedged shaped locking pin, whereby upon engagement each of the locking pins extends downwardly through the aperture of the respective lug so as releaseably to lock the corresponding connecting formation to the respective outer standard;
  • each of the connecting formations of the second pair includes a downwardly depending spigot adapted for releasable engagement with a corresponding one of the apertures defined by the respective lug on the adjacent outer standard of the corresponding first or second scaffold bay, each of the spigots being securely locked in place upon engagement of the corresponding locking pin.
  • the bridge section of the second connecting element supports the spigots at the oblique angle relative to one another, whereby in use the spigots are substantially aligned with the respective lugs formed on the adjacent outer standards, so as to accommodate the oblique orientation between the adjoining first and second scaffold bays.
  • the bridge section may be curved, bent, shaped or otherwise configured to support the connecting formations at the oblique angle relative to one another, so as to accommodate the oblique orientation between the adjoining first and second scaffold bays.
  • a pair of transom elements each adapted to extend between the adjacent inner standard and the adjacent outer standard of a respective one of the first and second scaffold bays, the transom elements in use thereby defining a generally wedge-shaped gap formation between adjacent sides of the adjoining first and second scaffold bays; and a wedge plate adapted to extend generally between the transom elements thereby substantially to cover the gap formation.
  • each of said transom elements is a double- sided transom element adapted to extend between the adjacent inner standard and the adjacent outer standard of a respective one of the first and second scaffold bays, each of the transom elements including a first longitudinal supporting ledge extending laterally inwardly from the transom element to support the wedge plate, and a second longitudinal supporting ledge extending laterally outwardly toward the adjacent scaffold bay to support decking boards of the adjacent scaffold bay.
  • a lateral clearance space will be formed between adjacent hop- ups.
  • the oblique orientation of adjacent hop-ups will typically result in a generally triangular shaped lateral clearance space.
  • a clearance space could also be formed between adjacent hop- ups which are arranged in an orthogonal side-by-side manner. In such applications, the lateral clearance space may be generally rectangular in shape.
  • a lap plate for a modular scaffold system formed from a matrix of interconnecting scaffold bays, the lap plate including:
  • a body mountable to the scaffold system the body being of a predetermined size to substantially cover a lateral space defined between a pair of adjacent hop-ups mounted respectively to adjacent bays of the scaffold system;
  • engaging means for releasably engaging the body with the scaffold system, wherein the engaging means is configured in use to locate and captively retain the body in a desired position so as substantially to cover the lateral space.
  • the engaging formation includes a pair of mutually opposed cutouts at one end of the body of the lap plate.
  • Each cut-out is preferably sized to enable close-fitting engagement with a respective standard of the scaffold system.
  • each cut-out is in the form of a C-shaped or scalloped formation. It should be understood that the term "cut-out" as used in this context is not intended to be limited to any particular mode of fabrication, such as physical cutting, although that is one fabrication possibility.
  • the cut-outs may alternatively be integrally formed, and/or fabricated by other means such as pressing, stamping, drilling, bending, moulding or the like.
  • the two cut-outs result in a generally T-shaped formation at that end of the body of the panel.
  • This resulting T-shaped formation prevents, when the lap plate is in position, undesired sliding movement of the panel which would expose the lateral space it is covering.
  • the two cut-outs enable engagement with two separate standards of the adjacent scaffold bays such that the body is restrained from rotational movement about either standard, as well as lateral movement between the standards.
  • the "arms" of the T-formation (or upper limbs of the C-shaped formations) bear against the standards to prevent axial or longitudinal movement of the panel in one direction, whilst the lower limbs of the C- shaped formations prevent axial or longitudinal movement in the opposite direction.
  • This configuration preferably defines a "twist-lock" engagement mechanism, whereby the lap plate must be inclined toward the vertical orientation, by rotation about a generally longitudinal axis of the plate, in order to be installed or removed.
  • the plate once engaged with the adjacent standards in a substantially horizontal orientation, the plate cannot be inadvertently removed or dislodged from the intended position.
  • the thickness of the plate is relatively small so as to form only a small step between the lap plate and the underlying decking boards, thereby reducing the risk of a trip hazard being created by the panel.
  • the body of the lap plate is of substantially uniform thickness.
  • the lap plate has a thickness of approximately 3mm. In some embodiments, there may be regions of reduced thickness, such as around the periphery of the body, to further reduce any trip hazard.
  • the body and the engaging means of the lap plate are integrally formed as a one-piece unit.
  • the lap plate is formed from a rigid plate material such as, for example, treaded metal checker plate or other suitable materials.
  • the lap plates may be configured to extend between adjacent scaffold bays (as distinct from adjacent hop-ups) that are spaced apart, and thereby to cover the respective clearance spaces defined between the adjacent bays, whether oriented orthogonally or obliquely.
  • respective engagement means may be formed at opposite ends of the lap plate, for engagement with the adjacent inner standards and outer standards respectively.
  • Figure 1A to 1 G a show of a series of standard scaffolding components of a conventional modular scaffold system, of a type adapted for use in connection with the invention;
  • Figure 2 is an enlarged perspective view showing the V-press spigot and locking wedge from the scaffold ledger of figure 1C in more detail;
  • Figure 3 is an enlarged perspective view showing the V-press spigot and locking wedge from the scaffold transom of figure 1 D in more detail;
  • Figures 4A and 4B are enlarged perspective views showing the mechanisms of engagement of the ledger and transom of figures 2 and 3, with the V-press fittings of the scaffold standard shown in figure 1A, in more detail;
  • Figure 5 is a perspective view showing a conventional linear scaffold assembly, comprising a series of scaffold bays joined end to end, and formed from the standard components shown in figures 1 to 4;
  • Figures 6A to 6F show a series of conventional scaffold matrix configurations in plan view, each formed from a series of scaffold bays connected in different orthogonal or partially broken configurations, according to the prior art;
  • Figure 7 is a front elevation view showing a matrix of three scaffold bays, interconnected at oblique angles by intermediate connecting assemblies, in accordance with one embodiment of the present invention.
  • Figure 8 is a plan view of the scaffold matrix of figure 7;
  • Figure 9 is an enlarged exploded perspective view showing one of the oblique connecting assemblies from the scaffold matrix of figures 7 and 8, according to the invention.
  • Figure 10 is an enlarged perspective view showing the components of the connecting assembly of figure 9, in the assembled configuration
  • Figure 1 1 is an enlarged exploded perspective similar to figure 9, as viewed from the opposite side of the scaffold matrix;
  • Figure 12 is a further enlarged perspective view of the connecting assembly of figures 9 to 11 , as seen from the inner side of the scaffold matrix;
  • Figure 13 is a plan view showing another embodiment of an oblique connecting assembly and adjoining scaffold bays, according to the invention;
  • Figure 14 is an exploded perspective view showing series of connecting assemblies, of the type shown in figures 9 to 12; interconnected in contiguous side-by- side relationship to form a radiused corner for positioning between adjoining scaffold bays;
  • Figure 15 is an exploded perspective view showing a further embodiment of the connecting assembly according to the invention, adapted to accommodate variable scaffold widths;
  • Figure 16 is an enlarged perspective view showing the connecting assembly of figure 15 in more detail, as seen from the outer side of the scaffold matrix;
  • Figures 17A to 17E show a series of diagrammatic plan views of a range of different scaffold matrix configurations, based on the modular oblique connecting assemblies according to the invention
  • Figures 18A to 18E are a series of perspective views showing different hop- up modules, according to a further aspect of the invention.
  • Figure 19 is a perspective view showing a further hop-up module
  • Figure 20 is a perspective view showing a composite hop-up assembly, formed from the hop-up modules shown in figures 18 and 19;
  • Figures 21 A and 21 B show a pair of complementary left-handed and right- handed hop-up transom elements according to the invention
  • Figure 22 is a plan view showing hop-ups utilising the transom elements of figure 21 , in conjunction with an irregularly shaped scaffold matrix erected using oblique connecting assemblies in accordance with the invention;
  • Figure 23 is a plan view showing two alternative embodiments of a lap plate covering a lateral clearance space between the hop-ups of Figure 22;
  • Figures 24A to 24D show various embodiments of lap plate for use with obliquely oriented hop-ups, according to a further aspect of the invention;
  • Figures 25A to 25C show various steps of the method of installing the lap plate of Figure 23;
  • Figures 26A to 26C show an embodiment of a connecting element with a pair of tube clamp connecting formations
  • Figures 27A to 27C show an embodiment of a connecting element with a pair of C-shaped connecting formations, with locking wedge;
  • Figures 28A to 28C show an embodiment of a connecting element with a pair of connecting formations having a downwardly depending spigot and locking wedge;
  • Figures 28D and 28E show an alternative embodiment of a connecting element with a pair of connecting formations comprising generally C-shaped slotted brackets, similar to those shown in figures 27A to 27C, but fixedly secured at oblique angles to a substantially straight section of ledger bar ;
  • Figure 28F shows a variation on the embodiment of Figures 28D and 28E, wherein the generally C-shaped slotted brackets are connected in alignment with the substantially straight section of ledger bar extending therebetween, but the slots themselves are disposed at predetermined oblique angles;
  • Figure 28G shows a further embodiment of a connecting element having three releasably connectable components, including a ledger bar and a tube clamp at either end, the ledger bar having a downward depending spigot at each end for connection with a V-press fitting on the respective tube clamp;
  • Figure 28H shows a front elevation of the connecting element of Figure 28G
  • Figure 28I shows a variation on the embodiment of Figure 28G, wherein the ledger bar has a C-shaped slotted bracket at either end, the slots in this embodiment being straight so as to be substantially aligned with the longitudinal axis of the ledger bar;
  • Figure 28J shows a front elevation of the connecting element of Figure 28I;
  • Figures 29A to 29C show an embodiment of a connecting element for use with a locking-cup coupling mechanism
  • Figure 30 shows the connecting element of Figure 29 secured between two standards with the locking-cup coupling mechanism
  • Figures 31 A to 31 C show another embodiment of a connecting element for use with a locking-cup coupling mechanism
  • Figure 32 shows the connecting element of Figure 31 secured between two standards with the locking-cup coupling mechanism
  • Figure 33A shows an embodiment of hop-up transom elements which have been configured to avoid fouling
  • Figures 33B and 33C show two alternative embodiments of lap plates for use with the hop-up transom elements of Figure 33A
  • Figure 33D shows an embodiment of modified hop-up transom elements which come together in close mating relation to cover at least a portion of the lateral clearance space
  • Figure 34 shows a perspective view of an embodiment of lap plate having downwardly depending side legs.
  • connection assembly 1 provides a scaffold connection assembly 1 system adapted for use with scaffolding 2. While the connection assembly is adaptable to virtually any system of scaffolding, it will be most commonly applicable to prefabricated modular scaffolding and will be described predominantly in that context.
  • Prefabricated modular scaffolding is typically composed of a combination of primary framing elements including upright supports or “standards” 2, adjustable base feet 3 for the standards, horizontal supports or “ledgers” 4, “transoms” 5, decking boards 6 and tube clamps 7 (see figures 1A to 1G). Diagonal cross-braces, toe board brackets, temporary edge protection frames and various other specific fixtures and fittings (not shown) are also typically provided. These primary elements are releaseably connected together by means of special purpose end-fittings, couplers, brackets and clamps, which vary between the different proprietary scaffold systems.
  • connection mechanism is known as the "V-pressing" system. As best seen in Figures 1 to 4, it is based on a combination of generally V-shaped or U-shaped apertures 9 formed by lugs 10 on the upright posts or standards 2 (see figures 1A and 1 F), which are engaged by complementary spigots 12 extending downwardly from the ends of ledgers, transoms and other elements of the system. Wedge-shaped locking pins 14 are also installed through each of the apertures 7, so as to releaseably tighten the connection within the V-pressing (see figures 4A and 4B).
  • FIG. 1 A series of modular scaffold bays 15 are typically assembled to form a series of modular scaffold bays 15.
  • the bays themselves are connected together, typically end to end, in a matrix arrangement, which can be extended horizontally or vertically as required, by the addition of further bays.
  • a basic arrangement of conventional scaffold bays 15 is shown in figure 5.
  • FIG. 6A to 6F A series of more complex prior art scaffold matrix configurations is shown in figures 6A to 6F. These configurations show in plan view, respectively, a linear bay array, a 90° bend, a T-Junction, a staggered or offset Junction, separated "broken bays" and partially connected broken bays.
  • connection assembly 1 of the present invention is adapted to connect a first scaffold bay 20 with a second scaffold bay 22 at an oblique angle.
  • a pair of second scaffold bays 22 are shown, one on either side of the first bay 20. It should be noted, however, that these designations are entirely arbitrary in the sense that a second bay could equally be regarded as a first bay, as the bays themselves are usually either identical or interchangeable, both with each other and with the connection assemblies.
  • each of the scaffold bays has an inner side 23 and an outer side 24, the inner side generally referring to the side of the scaffold nearest the adjacent building structure (not shown). Again, however, it should be understood that these terms are used arbitrarily, primarily for internal consistency and convenience of explanation, as the scaffolding in general and the connection assembly in particular may be used in any orientation.
  • connection assembly 1 in a first embodiment includes a first connecting element 30 including a first pair of connecting formations 31 effectively spaced apart by first distance "A" and adapted for connection to adjacent inner portions of the first and second scaffold bays 20 and 22.
  • a second connecting element 40 includes a second pair of connecting formations 41 spaced apart by a second distance "B” and adapted for connection to adjacent outer portions of the respective first and second scaffold bays.
  • the first distance "A” is less than the second distance "B” such that upon engagement of the connection assembly between the first and second scaffold bays, the first bay is oriented obliquely with respect to the second bays, as best seen in figure 8.
  • the first connecting element 30 is formed from a pair of "C"-shaped brackets effectively joined back-to-back, to define the first connecting formations 31 , adapted for engagement with the V-press fittings on the adjacent inner standards of the respective first and second scaffold bays.
  • each of the first connecting formations 31 includes a pair of vertically spaced apart upper and lower arms, respectively defining an upper flange 32 and a lower flange 34. These flanges extend outwardly from a central bridge section 36, and are adapted respectively to be positioned above and below the lug 10 on the adjacent V-press fitting. In this way, upon engagement, the associated wedge pin 14 extends downwardly through the upper flange 32 , through the aperture 9 of the V- pressing and through the corresponding lower flange 34, thereby releaseably locking the first connecting formation 31 to the associated inner corner post or standard 38 of the respective scaffold bay (see figure 12).
  • the C-shaped brackets need not be joined back-to-back, but may alternatively be spaced apart by a longer intermediate bridge section 36, which may, for example, be formed from an appropriate length of bar, tube, rod, plate or other suitable section.
  • Alternative configurations of the first connecting formations 31 such as ring clamps, may also be used as required, depending upon the particular form of proprietary or modular scaffold system with which the connection assembly is being used.
  • the second connecting formations 41 on the second connecting element 40 are adapted for engagement with the adjoining outer posts or standards 44 on the respective first and second scaffold bays.
  • Each of the second connecting formations 41 includes a downwardly depending spigot 12 adapted to extend through the aperture 9, defined by the adjacent lug 10, of the V-pressing on the respective outer standard 44. In this way, the spigot 12 and hence the associated connecting element is securely locked into place, upon installation of the corresponding locking wedge 14.
  • the second connecting formations 41 on the second connecting element 40 define the terminal ends of an intermediate bridge section 46, which in this case is substantially longer (i.e. effectively distance B) than the bridge section 36 of the first connecting element (i.e. effectively distance A).
  • the bridge section 46 of the second connecting element takes the form of a relatively short length of ledger bar, which is ideally bent or curved to approximate the radius of curvature of the "wedge" formation defined by the overall connecting assembly 1.
  • this bend or curvature in the short ledger bar forming the bridge section 46 of the second connecting element allows the associated second connecting formations 41 to be correctly aligned with the respective V-press fittings on the outer standards 44 to which they attach, thereby effectively compensating for the change of direction between the adjoining scaffold bays.
  • this angular alignment may be achieved in different ways and the bridge portion 46 may take a variety of other forms, including sections of bar, tube, beam, channel, rod or plate, and may be straight, curved or formed in other suitable shapes of configurations as appropriate to particular installations.
  • the connecting formations may be adapted to attach to scaffold elements other than the standards, such as ledgers, transoms or other fittings, components or fixtures associated with the first and second scaffold bays. It will be appreciated that in those embodiments employing a straight bridge portion (between either or both of the first and second connecting formations) the respective connection formations can be attached or configured so as to provide the desired angular alignment between the adjoining scaffold bays. It is preferred that the connecting formations are fixedly secured to the respective ends of the bridge portion.
  • the connecting assembly 1 in this embodiment further includes a pair of double-sided transom elements 50.
  • Each of these transom elements 50 is adapted to extend between the adjacent inner standard 38 and the corresponding outer standard 44 of the respective first or second scaffold bay. More specifically, as best seen in figure 9, the inner end of each transom element 50 is adapted for connection to the outwardly depending V-press fitting of the associated inner standard 38, and the outer end of each transom element 50 is adapted for connection with the inwardly depending V-press fitting of the associated outer standard 44.
  • the longitudinal supporting ledge 52 of each transom element that extends laterally outwardly toward the adjacent scaffold bay is adapted to support decking boards 6 at the proximal end of the associated scaffold bay.
  • the double-sided transom elements 50 form the non-parallel radial arms of a generally wedge-shaped gap formation 56, defined between the adjacent sides of the first and second scaffold bays.
  • the included angle defined by the major arms of this wedge formation, and hence the oblique angle defined between the first and second scaffold bays, will be directly related to the difference in effective length between the first and second connecting elements.
  • the assembly preferably further includes a complementary wedge plate 60, adapted to extend generally between the transom elements 50. More specifically, this wedge plate 60 rests on the supporting ledges 62 extending laterally inwardly from the respective transom elements 50, so as substantially to cover or close the wedge- shaped gap formation 56 defined between the adjoining scaffold bays.
  • the wedge plate 60 is preferably formed from steel or aluminium "checkerplate” with integral tread grip. It optionally includes an integral vertical kick panel 65, also preferably formed from checkerplate, for added safety.
  • the wedge plate arrangement in this embodiment substantially eliminates trip hazards that may arise in some circumstances if the wedge-shaped gap were left open, and also obviates the need to custom-form and lash down individual timber lap boards, as may otherwise be required.
  • the wedge plate 60 may take a variety of alternative forms including bars, grills, grates, panels or boards, and in appropriate circumstances may be omitted altogether.
  • transom elements may be permanently connected to, or be integrally formed with one another, and/or with the wedge plate.
  • first and second connecting elements and associated connecting formations may be permanently connected to, or formed integrally with, the transom elements and/or the wedge plate.
  • Each bracket assembly 68 is adapted for connection to the respective outer standards 44 of the first and second scaffold bays.
  • Each bracket assembly 68 includes a vertically oriented channel section 69 adapted to receive and captively retain a vertically oriented outer kick board 70 for the respective first or second scaffold bay, and a tube clamp 71 adapted for connection to the respective standard 44, as best seen in figures 9 to 11.
  • FIG 13 A further embodiment of the connecting assembly 1 is shown in figure 13.
  • the first and second scaffold bays 20 and 22 on the inner side 23 share a common standard 38, which defines the apex of the oblique injunction between the bays.
  • the first connecting element is effectively integral with the wedge plate 60 and the connecting formations 31 of the first connecting element 30 are essentially combined into a single component, in the form of a tube clamp 75 adapted for secure engagement with the shared standard 38.
  • the delineation or separation between the first connecting formations 31 is conceptual rather than physical (or in other words the distance "A" is zero), as the same component essentially performs the dual function of engagement with both the first and second scaffold bays.
  • the second connecting element 40 is also effectively integral with the wedge plate 60 and the second connecting formations 41 similarly comprise tube clamps 76 adapted respectively for secure engagement with the adjacent outer standards of the first and second bays.
  • the tube clamps 75 and 76 may include special-purpose lugs or fittings, appropriately angled or otherwise adapted for direct engagement with the V-pressings of the respective standards 38 and 44.
  • the transoms 50 defining the wedge-shaped gap 56 between the bays may optionally also be integrally formed with the wedge plate 60.
  • multiple connecting assemblies 1 may be installed side- by-side or contiguously between the same first and second scaffold bays, in order to increase, in discreet multiples, the oblique angle defined between the bays.
  • This composite configuration is shown in figure 14, wherein similar features are denoted by corresponding reference numerals, and the adjoining scaffold bays themselves are omitted for clarity.
  • connecting formations adapted for engagement with the scaffold bays may also or alternatively be adapted for connection with other compatible connecting elements or connecting assemblies.
  • Angular adjustability may additionally or alternatively be provided by appropriate specification, selection or provision of first and second connecting elements from a range of different effective lengths, so as to define a range of different subtended angles of obliqueness between the adjoining bays.
  • a kit of such components in a range of different lengths and configurations is provided.
  • the length of the first and/or second connecting elements may be adjustable (e.g. a telescopic arrangement).
  • a means for locking the connecting elements at a predetermined fixed length is preferably provided.
  • the locking means may be in the form of a locking pin or screw.
  • the connecting formations of the first and second connecting elements may be rotatably mounted such that the relative angle between the connecting formations can be selectively adjusted.
  • a locking element such as a locking pin or screw is preferably provided to lock the connecting formations at a predetermined angle to accommodate the oblique orientation of the respective scaffold bays.
  • the angle of orientation of one of the connecting formations of a particular connecting element may be adjustable.
  • the angle of orientation of both connecting formations may be adjustable.
  • Figure 15 shows a further embodiment adapted to facilitate a change in width of scaffold bays.
  • the transom elements 50 of the connecting assembly 1 are sized to accommodate scaffold bays that are four boards in width. It may sometimes be desirable to use the system with larger bays, for example bays that are five boards in width, with minimal modification.
  • radial extension elements 80 are provided.
  • the radial extension elements take the form of C-shaped brackets joined back- to-back to form respective radial connecting flanges compatible with the V-press fittings on the scaffold standards, in a manner similar to that previously described in relation to the first connecting elements 30.
  • the inner flanges engage with the outer standards 44, while the outer flanges of the respective extension elements engage with further standards 44', positioned radially outwardly therefrom.
  • an additional second connecting element 40' is then positioned to extend between the outer standards 44', such that the second connecting elements 40 and 40' are substantially parallel.
  • a wider five board scaffold configuration can be readily accommodated with minimal modification to the componentry of the basic connecting assembly.
  • other dimensional changes or transitions may be accommodated in a similar manner.
  • a five board connection assembly may be readily extended to accommodate six or seven board scaffold bays, and so on.
  • variations or transitions in scaffold width may be accommodated by substitution of transom elements 50 of different length, as required.
  • FIGS 17A to 17E show a series of different configurations of scaffold bays and associated connecting assemblies, to illustrate the wide variety of scaffold profiles that can be achieved using the system of the present invention. These range from simple non-orthogonal changes of direction, through to sharp or gradual bends, switchback turns and changes in width. It will be appreciated by those skilled in the art that this flexibility readily allows the scaffolding to be configured so as to closely hug highly complex, irregularly contoured or curved building profiles with continuity, structural integrity, ease of movement between the bays, and without the need for broken bays.
  • the invention provides a method and system for forming "hop-ups" in a variety of configurations, for use in conjunction with the connecting assemblies 1.
  • hop-ups are essentially supplementary support platforms cantilevered outwardly from a primary scaffold structure or scaffold bay. They are usually, although not always, narrower than the main bays from which they extend. They may be erected on the inner or outer sides or ends of the main bays, as required for particular purposes. However, in the case of the curved or obliquely angled scaffold structures enabled by the present invention, conventional hop-up components and techniques may not be viable in all circumstances.
  • hop-ups of the present invention can be used as an integral part of a comprehensive overall system to facilitate building access, to enable storage of building equipment or materials, or for other specific purposes, in the context of non-orthogonal scaffold configurations.
  • FIGS 18A to 18E show a series of hop-ups 85.
  • the hop-up assembly 85 includes a pair of spaced apart hop-up transoms 88 adapted to be cantilevered from the main scaffold structure and a series of hop-up decking boards 90.
  • Hop-ups may be configured to contain anywhere from one to five or more decking boards 90. However, one to three board configurations are relatively common.
  • the proximal ends of the hop-up transoms 88 may be adapted for engagement with the V-press fittings on the scaffold standards in the manner previously described (see figures 18A and 18B), or may be attached by tube clamps (figure 18C) or other suitable means.
  • a simple cantilevered arrangement may be adequate, as shown in figures 18A to 18C.
  • supplementary support struts 92 may also be provided, as shown in figures 18D and 18E.
  • the width of the hop-up is adjustable in discrete increments, by means of movable board retaining brackets 94 and complementary adjustment holes 95 formed in the hop-up transoms 88 (see figures 18D and 18E).
  • hop-up extension modules 98 are provided, as shown in figure 19.
  • the extension module 98 takes the form of a relatively heavy-duty cantilevered truss arrangement, with multiple V-press fittings on each side. These modules may be used independently, or in conjunction with a variety of other hop-ups 85 of the type previously described, as shown for example in the composite hop-up configuration of figure 20. That is, each hop-up may be adapted to support one or more additional hop-ups, connected in a sequential series in a cantilevered manner.
  • these various hop-up arrangements may be positioned on either side of the scaffold as required, to facilitate access to adjacent buildings in the case of more complex architectural geometries and also to facilitate storage of tools, equipment and building materials.
  • the hop-ups it can be advantageous for the hop-ups to be as compact or as self-contained as possible, particularly near the inner radius of an oblique junction.
  • Each hop-up transom includes a main support bar in the form of an L-shaped channel section 101 defining a lower board support flange 102, adapted to receive and locate the appropriate number of hop-up platform decking boards (typically two, three or four).
  • the proximal end of the main support bar includes a downwardly depending spigot formation adapted for engagement with a V-press fitting on the adjacent standard to which the hop-up is to be connected.
  • an inclined support element may be positioned to extend downwardly at an angle, for engagement with the standard below the V-press fitting, such that the main transom bar is supported in the horizontal position (similar to the configuration shown in figures 18D and 18E).
  • the other end of the hop-up is supported by a similar but complementary left-handed or right-handed transom element, such that the mutually opposing board support flanges 102 are oriented laterally inwardly, facing toward one another.
  • these directionally oriented onesided transom arms avoid any unnecessary or redundant lateral extension or overhang of the hop-up structure, beyond the decking boards.
  • the directional transoms thereby maximise the lateral clearance space 100 between adjacent hop-ups converging toward one another on the inside edge of a curved or oblique scaffold junction, adjacent one or more of the connecting assemblies. This in turn allows the hop-ups of the various embodiments as described to be used more flexibly, in a broader range of situations, to accommodate more complex architectural and building geometries.
  • the generally triangular lateral clearance spaces 100 defined between the obliquely oriented hop-ups may be covered over by lap plates as described more fully below, optionally also formed from metal checkerplate or other suitable materials.
  • lap plates as described more fully below, optionally also formed from metal checkerplate or other suitable materials.
  • the complementary directionally oriented left-handed and right-handed hop-up transom arms 88A and 88B may also be used in conjunction with the larger cantilevered hop-up truss modules 98, as and when required.
  • the generally triangular lateral clearance spaces 100 defined between the obliquely oriented hop-ups are preferably covered over by metal checkerplate lap plates 101.
  • the lap plates 101 advantageously provide, in combination with the decking boards of the respective hop- ups, a continuous uninterrupted substantially level platform along which workers can safely move between adjacent hop-ups without concern of stepping into the lateral spaces, or of equipment falling through these spaces.
  • Figure 23 shows two differently sized lap plates 101 for covering lateral clearance spaces of varying size, as determined by the oblique angle between the adjacent scaffold bays.
  • the length and width of the body 102 of the lap plate 101 can be selected such that the body covers the lateral clearance space 100, as well as overlying a portion of the decking of each hop-up of the adjacent pair of hop-ups with which it is associated.
  • the width of the lap plate determines the extent of the overlying portion which readily facilitates face-to-face abutment with the hop-up decking, thereby to locate and support the lap plate 101 in a horizontal orientation at the desired working height.
  • the length of the lap plate 101 is preferably selected to be a discrete multiple of the width of the decking boards of the hop-ups.
  • the two illustrated lap plates have a length suitable for use with a five-board hop-up.
  • Figures 24A to 24C show lap plates having lengths suitable for two-board, three-board, and four-board hop-ups, respectively.
  • Figure 24D shows a lap plate for four-board hop-ups, but of greater width to that shown in figure 24C for covering wider lateral clearance spaces 100.
  • the lap plate 101 has engaging means in the form of a generally T-shaped formation at the proximal end of the body 102 of the panel.
  • the T-shaped formation is formed by two mutually opposed U- or C-shaped cut-outs 103 (one being a mirror image of the other) on opposite sides of the body of the panel.
  • Each C-shaped cut-out 103 is sized to enable close-fitting engagement with a respective standard of the scaffold system such that, when the lap plate is mounted in position ( Figure 23), undesired sliding movement of the panel, which would expose the lateral space it is covering, is prevented.
  • the two cut-outs enable engagement with two separate standards of the adjacent scaffold bays such that the body is restrained from rotational movement about either standard, as well as lateral displacement between the standards (i.e. this undesired movement is indicated by the arrows shown in broken line in Figure 25C).
  • the "arms" of the T-formation (or upper limbs of the C-shaped formations) bear against the standards to prevent axial or longitudinal movement of the panel in one direction, whilst the lower limbs of the C- shaped formations prevent movement in the opposite direction.
  • the thickness of the in-fill is relatively small so as not to create a trip hazard.
  • the lap plate has a substantially uniform thickness of approximately 3mm.
  • the lap plate 101 is allowed to drop in the direction of arrow 'C until it comes to rest on the decking boards of the adjacent hop-ups, whereby it is supported in a horizontal orientation covering the lateral clearance space 100.
  • the above process is performed in reverse order.
  • the T-shaped engaging formation at the proximal end of the lap plate thus provides a twist-lock mechanism which enables quick and efficient installation of the lap plate, whilst securely retaining the panel in place during use, and preventing inadvertent misalignment or removal.
  • the size of the oblique angle between adjacent hop-ups, together with the length of the hop-up transom elements, can in some instances result in fouling between the ends of the adjacent hop-up transom elements.
  • the distal end of one or both hop-up transom elements can be trimmed or otherwise shaped to avoid fouling and to ensure a close fitting alignment between the two adjacent distal ends.
  • the hop-up transom elements are cut at a predetermined angle to ensure that the distal ends do not clash.
  • a square cut can be made at the distal ends to remove a portion of the inner arm of the angle plate, to thereby avoid a clash between the adjacent elements.
  • the upright or vertical arm of the angle plate may also be trimmed to avoid fouling.
  • the inner or bottom angle may partially overlap the vertical arms of the angles of the transom element of the adjoining hop-up.
  • suitably shaped lap plates can be mounted over the lateral clearance space.
  • the lap plates are preferably shaped to complement the mating trimmed distal ends of the hop-up transom elements.
  • the side edges of the lap plates are folded downwardly to form a leg 120 having length equating approximately to the thickness of the hop-up decking boards, thereby providing the same effective thickness to the lap plates as shown in Figure 34.
  • the lap plate has a similar T-shaped engaging formation for engaging a pair of adjacent standards in the manner described above.
  • the lap plate body may terminate before the pair of standards from which the adjacent hop-ups extend.
  • the lap plate may have alternative engaging means for engaging the standards or other portion of the scaffold system, or may simply rest in position with the transom element inhibiting movement of the panel.
  • the lap plate does not actually overlap with the adjacent hop-up boards and hence the plate could also be described as a horizontally oriented in-fill plate or panel. It should be understood, however, that the term "lap plate" as used herein is also intended to encompass such configurations.
  • the embodiments of the lap plates illustrated in Figures 33B, 33C and 34 are configured for use with an outwardly curved building or wall (i.e. one having a convex profile). It will be appreciated that the lap plates could be readily adapted for use with an inwardly curved building or wall (i.e. one having a convex profile). That is, the side edges of the lap plates may diverge away from each other such that the distal end (i.e. the point further from the adjacent standards) is the widest portion of the lap plate, as opposed to converging as shown in the illustrated embodiments. In other embodiments, the side edges of the lap plate can be substantially parallel so as to form a generally square or rectangular plate.
  • the lap plate may not take the form of a separate element as described above with reference to Figures 23 to 25. Rather, the hop-up transom elements 88 of adjacent hop-ups may be adapted to extend across the lateral clearance space so as effectively to act (at least in part) as an inbuilt lap plate.
  • the pairs of hop-up transom elements 88 may be shaped or otherwise configured to come together in close mating relation, such that one portion 88C of the first element 88 forms a portion of the inbuilt panel and the other element 88 has a second portion 88D which forms the remainder of the inbuilt panel ( Figure 33D).
  • the pairs of hop-up transom elements 88 may at least partially overlap, thereby covering the lateral clearance space (e.g. the inner or bottom angle can partially overlap the vertical arms of the angles of the transom element of the adjoining hop-up).
  • various other connecting formations could be used with the first and second connecting elements of the scaffold connection assembly described herein and/or with the various embodiments of the hop-up modules.
  • a number of these alternative connecting elements and formations are illustrated, by way of example, in Figures 26 to 32. It will be appreciated that each of these examples could be employed as the first and/or second connecting elements and/or as the connecting elements for the hop-ups.
  • FIGs 26A to 26C show one alternative embodiment of a connecting element having a curved, bent or otherwise angled rigid bar or tube 104.
  • the tube is of a predetermined fixed length, with a pair of tube clamps 105 fixedly attached at the respective ends.
  • each tube clamp 105 is arranged perpendicularly to the respective end of the tube. It will be appreciated that the tube clamps 105 are not limited to connection at the extreme end of the tube 104, but could alternatively be connected to the side face, or about the outer surface, of the tube 104 at a point adjacent to the respective end.
  • FIGS 26B and 26C show an enlarged view of the tube clamp 105 in an unlocked configuration and a locked configuration, respectively.
  • Each tube clamp 105 has a first member 106 fixedly connected to the end of the tube and a second member 107 hingedly connected to one end of the first member so as to be movable between an open and a closed position.
  • a locking element in the form of a threaded bar 108 and locking nut 109 is hingedly connected to the other end of the first member and adapted to move between a free position and a retained position within a corresponding receiving formation at the distal end of the second member.
  • the first and second members of the tube clamp have mutually opposed concave mating surfaces 110 for mating engagement with a standard of the scaffold system.
  • the pair of tube clamps 105 may be fixedly or releasably connected to the ends of a straight section of ledger bar.
  • the arcuate inner surfaces 110 of the tube clamps 105 enable the connecting element to accommodate the oblique orientation between the adjoining scaffold bays by effectively self-aligning the respective tube clamps 105 at the appropriate oblique angles with respect to the scaffold bays.
  • the connecting formation at each end of the tube 104 may be formed as a pair of tube clamps 105 coupled together (e.g.
  • one of the coupled tube clamps 105 of each pair is adapted for connection to a corresponding substantially vertical standard while the other tube clamp is connected to a substantially horizontal ledger bar of the connection assembly.
  • Each pair of tube clamps 105 may be pivotally coupled together, for example by means of a swivel connection, to enable movement therebetween so as to accommodate the oblique orientation of the scaffold bays.
  • the tube clamps of each pair may be coupled in a fixed angular orientation (including but not limited to a 90° orientation) as appropriate to the particular oblique connection geometry and methodology.
  • FIGs 27A to 27C show another alternative embodiment of a connecting element having a curved, bent or otherwise angled bar or tube 104.
  • the tube is again rigid and of a predetermined fixed length.
  • the pair of connecting formations are in the form of C-shaped brackets 1 11 fixedly attached at the respective ends of the tube 104.
  • each C-bracket is again arranged perpendicularly to the respective end of the tube.
  • Each C-bracket has an aperture 112 in its upper and lower limbs and formed so as to be aligned with the axis of the tube at the respective end, thereby facilitating alignment with the adjacent scaffold bay, in use.
  • the apertures 112 are adapted to receive a locking wedge 14 for securing the connecting element to a standard of the scaffold system.
  • FIGS 28A to 28C show yet further alternative embodiments of a connecting element having a bar or tube 104 of predetermined fixed length.
  • each connecting formation includes a downwardly depending spigot 12 for engaging a corresponding lug 10 of a standard 2 of the scaffold system.
  • Each connection formation also has an aperture 1 12 adjacent each spigot 12 for receiving a locking wedge14 to securely retain the connecting element to the lug 10 of the respective standard 2.
  • the spigots 12 and apertures 112 are aligned with the corresponding ends of the interconnecting tube or ledger 104, and the predetermined relative oblique orientation is achieved by a bend in the tube itself.
  • the interconnecting tube or ledger bar 104 is substantially straight, and the connection formations are arranged obliquely with respect to the longitudinal axis of the tube. In this way, again, the connection formations are fixedly supported at a predetermined oblique angle, relative to each other.
  • the oblique orientation of the connecting formations is such that they are aligned with the respective scaffold bays immediately adjacent to the connecting element.
  • Figures 28D and 28E show a further embodiment of a connecting element with a pair of connecting formations comprising generally C-shaped slotted brackets 1 11 , similar to those shown in Figures 27A to 27C, fixedly secured at predetermined oblique angles to a substantially straight section of ledger bar 104, which defines the intermediate bridge section.
  • These C-shaped brackets or C-couplings 11 1 are adapted for direct connection to the V-shaped lugs 10 on the adjacent scaffold standards, as previously described.
  • Figure 28F shows a variation on the embodiment of Figures 28D and 28E.
  • the interconnecting section of ledger bar 104 is substantially straight.
  • the C-shaped slotted brackets or C-couplings 11 1 are secured in straight alignment with the intermediate ledger bar 104.
  • the slots 1 12 themselves are disposed at predetermined oblique angles, to accommodate the oblique orientation of the adjoining scaffold bays.
  • the functional elements of the connecting formations are effectively defined by the slots 112 themselves, which are oriented to ensure that the associated locking wedges 14 engage the respective V-lugs 10 on the adjacent standards 2 in the appropriate orthogonal orientation.
  • the embodiment of Figure 28F can be regarded as a functional equivalent of the embodiment of Figures 28D and 28E, since in both cases, the connecting formations are secured such that the operative slots 1 12 and locking wedges 14 are maintained at the desired oblique angle of orientation, relative to one another, for optimal engagement with the respective scaffold standards 2.
  • FIG. 28F and FIG. 28H show plan and front elevation views respectively of a further embodiment of a connecting element.
  • the connecting formations and the intermediate bridge section comprise an assembly of three separate and distinct components.
  • Each connecting formation comprises a tube clamp 105 adapted for releasable connection to the cylindrical part of the associated standard 2, substantially independently of the V-lugs on the standard.
  • the third component is a short ledger bar 104 that extends in a predetermined orientation between the two tube clamps 105. In this way, the short ledger bar in use defines the intermediate bridge section, but can be disconnected from the tube clamps 105 at either end.
  • Each of the tube clamps has a single V-press fitting or V-lug 10' welded to it, which avoids the need for the short ledger bar 104 to attach directly to the V-press fittings 10 on the scaffold standards 2. Because the tube clamps 105 can be fitted in any rotational orientation when connected to the respective standards, the V-press fittings 10' on the tube clamps 105 can be aligned with one another (although consequently misaligned with the V-press fittings 10 on the standards 2, which are essentially bypassed altogether in this embodiment).
  • the V-press lugs 10' of the tube clamps 105 which essentially define their directionality, are angled obliquely with respect to the V-press lugs 10 of the standards 2, which essentially define their directionality, at a predetermined angle which corresponds to the oblique angle between the adjoining scaffold bays.
  • connection fittings on the ends of the ledger bar are essentially the same as shown in Figure 1 C.
  • the locking wedges and corresponding slots at opposite ends of the short ledger bar are configured such that upon secure engagement, a predetermined (substantially straight) angle of connection is maintained between the ledger bar and the tube clamps at either end. In this way, the predetermined degree of oblique angularity is maintained, to ensure the overall rigidity, stability, dimensional consistency and structural integrity of the connection assembly.
  • Figures 28I and 28J respectively show plan and front elevation views of a variation on the embodiment of Figures 28G and 28H.
  • the ledger bar 104 is again straight.
  • the connection fittings on the ends of the ledger bar are in the form of C-shaped slotted brackets 11 1 , secured in straight alignment with the intermediate ledger bar 104.
  • the slots 1 12 are not disposed at predetermined oblique angles, but rather are configured as straight slots substantially aligned with the longitudinal axis of the ledger bar.
  • the oblique angle between the adjacent scaffold bays is thus accommodated by the oblique mounting of the tube clamps 105 (at predetermined angles with respect to the standards 2) as described above in relation to Figures 28G and 28H.
  • the locking wedges and corresponding slots at opposite ends of the short ledger bar are configured such that upon secure engagement, a predetermined (substantially straight) angle of connection is maintained between the ledger bar and the tube clamps at either end, to ensure that the overall rigidity, stability, dimensional consistency and structural integrity of the system are effectively maintained.
  • a predetermined angle of connection is maintained between the ledger bar and the tube clamps at either end, to ensure that the overall rigidity, stability, dimensional consistency and structural integrity of the system are effectively maintained.
  • the ledger bars 104 can be conveniently removed, while the associated tube clamps 105 (and hence their respective V-press fittings 10') remain in place, clamped to the scaffold standards 2.
  • Figures 29 to 32 show embodiments of the connecting elements adapted for use with a locking-cup type coupling mechanism (as opposed to a V-press fitting).
  • the coupling mechanism has a lower cup 1 13 fixed (e.g. welded) at a predetermined height on the standard.
  • the connecting element has a straight bar or tube 104 of predetermined fixed length.
  • the connecting formations are in the form of a spacer or a blade-type member 114 arranged obliquely relative to the tube, and thus each other. The oblique arrangement of the connecting formations enables the oblique orientation between the adjacent first and second scaffold bays.
  • Each blade 114 has a lower portion 115 extending below the tube to be received within the lower cup 113 and an upper portion 116 configured to be engaged by a locking ring 117.
  • a locking lug 1 18 is fixed to the standard, and the locking ring has a corresponding bulged area 1 19 adapted to slide over the locking lug, whereafter rotation of the locking ring brings the locking ring into secure locking engagement between the upper portion of the blade and the locking lug (see Figure 29A and 30).
  • Figure 30 shows the straight connecting element secured in placed, between adjacent standards, by locking-cup type couplings.
  • the connecting element has a curved, bent or otherwise angled bar or tube 104 of predetermined fixed length.
  • the connecting formations are again in the form of blade-type members 1 14, but in this case are oriented perpendicularly to the respective end of the tube.
  • the predetermined curve or angle of the tube results in the blade members being arranged obliquely relative to each other, to precisely accommodate the oblique orientation between the adjacent first and second scaffold bays.
  • Figure 32 shows the curved connecting element secured in placed, between adjacent standards, by locking-cup couplings.
  • the lower cup 1 13 of the locking-cup couplings is configured to receive two or more (preferably three or four) blade or spacer members, whereby a connecting element, a transom, and a ledger can be securely retained by a single lower cup and locking ring.
  • the invention in its various embodiments provides a safe, simple, convenient, efficient, and secure method, apparatus and comprehensive system for securely connecting scaffold bays at oblique angles and thereby permitting the construction of scaffolding in a variety of non-orthogonal geometrical configurations including oblique junctions, curves, contours and a wide variety of irregular profiles.
  • This greatly facilitates the erection of scaffolding around increasingly more complex architectural, building and civil engineering structures, leading to increased flexibility and functionality, reduced cost and reduced risk.
  • the system is readily adaptable to a wide variety of proprietary modular scaffolding systems with minimal modification and can be readily adapted to comply with current safety standards.
  • the invention represents both a practical and commercially significant improvement over the prior art.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

La présente invention concerne un ensemble de support supplémentaire destiné à un système d'échafaudage modulaire formé à partir d'une matrice de baies d'échafaudage entrecroisées. L'ensemble comprend une paire de traverses (88) espacées l'une de l'autre conçues pour être disposées en porte-à-faux vers l'extérieur à partir des baies d'échafaudage et une ou plusieurs plaques de platelage (90) s'étendant entre la paire de traverses, fournissant ainsi une plate-forme de support supplémentaire (85).
EP14748818.3A 2013-02-11 2014-02-11 Plate-forme de support supplémentaire en porte-à-faux pour échafaudage modulaire Withdrawn EP2954132A4 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AU2013900426A AU2013900426A0 (en) 2013-02-11 Method and system for oblique scaffold connection
AU2013902303A AU2013902303A0 (en) 2013-06-24 Method and system for oblique scaffold connection
AU2013902963A AU2013902963A0 (en) 2013-08-07 Method and system for oblique scaffold connection
PCT/AU2014/000106 WO2014121346A1 (fr) 2013-02-11 2014-02-11 Plate-forme de support supplémentaire en porte-à-faux pour échafaudage modulaire

Publications (2)

Publication Number Publication Date
EP2954132A1 true EP2954132A1 (fr) 2015-12-16
EP2954132A4 EP2954132A4 (fr) 2017-01-25

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EP14748818.3A Withdrawn EP2954132A4 (fr) 2013-02-11 2014-02-11 Plate-forme de support supplémentaire en porte-à-faux pour échafaudage modulaire

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Country Link
US (1) US20160002936A1 (fr)
EP (1) EP2954132A4 (fr)
AU (3) AU2013101084B4 (fr)
CA (1) CA2900566A1 (fr)
HK (1) HK1218943A1 (fr)
WO (1) WO2014121346A1 (fr)
ZA (1) ZA201506732B (fr)

Families Citing this family (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2649257B1 (fr) * 2011-11-02 2017-08-09 Saferite Platforms Inc. Eléments d'échafaudage horizontaux et verticaux pivotants et procédé d'érection d'une plateforme d'échafaudage décalée
US9574357B2 (en) * 2013-05-20 2017-02-21 Apache Industrial Services, Inc. Scaffold bracket
AU2014215948A1 (en) * 2014-08-19 2016-03-10 Form 700 Pty Ltd Cantilever bracket
WO2016079372A1 (fr) * 2014-11-21 2016-05-26 Fast Beam Oy Agencement d'échafaudage
DE202015102148U1 (de) * 2015-04-29 2015-07-02 Hubert Schmid Bauunternehmen Gmbh Wartungssteg
US20180187428A1 (en) * 2015-07-01 2018-07-05 Justin MAHER Device for locking down scaffold boards
JP6152411B1 (ja) * 2015-12-28 2017-06-21 株式会社Ｏｓｋ 足場における単管接続機構およびそれを備える足場
US11306492B2 (en) 2016-06-24 2022-04-19 Apache Industrial Services, Inc Load bearing components and safety deck of an integrated construction system
US11293194B2 (en) 2016-06-24 2022-04-05 Apache Industrial Services, Inc Modular ledgers of an integrated construction system
US11976483B2 (en) 2016-06-24 2024-05-07 Apache Industrial Services, Inc Modular posts of an integrated construction system
US11624196B2 (en) 2016-06-24 2023-04-11 Apache Industrial Services, Inc Connector end fitting for an integrated construction system
US10472823B2 (en) 2016-06-24 2019-11-12 Apache Industrial Services, Inc. Formwork system
US10604951B2 (en) * 2016-11-03 2020-03-31 Alum-A-Pole Corporation Support member for joinable scaffolding planks
AU2017202444B2 (en) * 2016-12-19 2019-06-20 Voideck Ipco Limited A void platform and a method for providing a platform support across a building void
CN107143138A (zh) * 2017-05-25 2017-09-08 上海建工二建集团有限公司 全工况适用型承插型盘扣式钢管支架体系及其施工方法
KR101825176B1 (ko) 2017-11-01 2018-02-02 백종균 비계프레임 연결장치
CN108035533A (zh) * 2017-12-28 2018-05-15 上海建工二建集团有限公司 一种用于承插型盘扣脚手架架体的中间横杆及施工方法
US11286678B2 (en) * 2018-05-03 2022-03-29 Sur-Loe Holdings, LLC Scaffolding components, system and method
CA3006922A1 (fr) * 2018-06-01 2019-12-01 At-Pac China Business Trust Longeron d'echafaudage
CN109057319B (zh) * 2018-08-22 2023-09-19 大唐环境产业集团股份有限公司 一种圆筒式结构内部满堂落地式脚手架
DE102018218060A1 (de) * 2018-10-22 2020-04-23 Peri Gmbh Gerüststiel-Anschlussrosette mit Hohlprägungen bei reduzierter Nenndicke sowie Gerüstbaugruppe
KR102065282B1 (ko) * 2018-12-31 2020-01-10 김경민 사물인터넷 기능을 구비한 안전센서와 안전스토퍼를 이용하여 안전사고를 예방하는 건축용 비계장치
CN110700556A (zh) * 2019-09-23 2020-01-17 开平市鹏峰金属棚架厂 一种脚手架的水平横杆及其生产方法
JP7548535B2 (ja) 2019-11-29 2024-09-10 ジー・オー・ピー株式会社 作業台システム
CN111764634B (zh) * 2020-06-29 2021-11-16 中天华南建设投资集团有限公司 一种新型脚手架连墙件及使用方法
CN113232204A (zh) * 2021-05-08 2021-08-10 中材科技风电叶片股份有限公司 一种行走平台
US11846107B2 (en) * 2021-08-12 2023-12-19 Grady F. Smith & Co., Inc. Collapsible utility scaffold
CN115142651B (zh) * 2022-05-27 2024-07-16 东莞市建筑科学研究院有限公司 下旋扣式脚手架及其施工方法
CN115787991B (zh) * 2022-11-18 2024-07-02 中交一公局集团有限公司 支架装置
CN116025138A (zh) * 2023-01-10 2023-04-28 天长市安骄金属制品科技有限公司 一种可快速插入固定的盘式脚手架
CN117780064B (zh) * 2024-02-23 2024-05-31 福建一建集团有限公司 一种装配式施工用辅助设备
CN118110333B (zh) * 2024-04-28 2024-07-09 山东鑫海矿业技术装备股份有限公司 一种钢平台连接构件

Family Cites Families (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1626745A (en) * 1927-05-03 Scaffold bracket
AT231140B (de) 1960-07-08 1964-01-10 Roehren Und Roheisen Grosshand Zerlegbares Gerüst
US3179212A (en) * 1962-01-30 1965-04-20 Kwikform Ltd Builders' scaffolding
US3684058A (en) * 1971-05-13 1972-08-15 Ultra Products Inc Scaffold
GB1507029A (en) 1974-07-19 1978-04-12 Kwikform Ltd Scaffolding constructions
US4525096A (en) * 1983-04-18 1985-06-25 Weldtec, Inc. Connecting clamp for builder's scaffolding
DE3614959A1 (de) * 1986-05-02 1987-11-05 Joachim Beier Geruest
US4821844A (en) * 1988-04-11 1989-04-18 Huffman Cary A Outrigger for scaffolding
CA1310041C (fr) * 1988-06-14 1992-11-10 John C. Preston Echafaudage
AU649856B2 (en) * 1991-07-25 1994-06-02 Australasian Mining & Forestry Equipment Manufacturing Pty. Ltd. Cantilever scaffold device
JP2931760B2 (ja) 1994-08-31 1999-08-09 信和株式会社 足場構造物
ATE245242T1 (de) * 1995-03-31 2003-08-15 Layher W Vermogensverw Gmbh Gerüst
JPH09137598A (ja) * 1995-11-09 1997-05-27 Abe Kogyosho:Kk 足場用の渡し材
US6006862A (en) * 1997-04-07 1999-12-28 Palmer; John Temporary guard rail assembly for scaffolding
WO2001023687A1 (fr) * 1999-09-29 2001-04-05 Ghantous, Bassam Plate-forme extensible
US20030178253A1 (en) * 2002-03-21 2003-09-25 Tatge Robert J. Portable aircraft maintenance platform
CA2541711A1 (fr) * 2005-04-12 2006-10-12 Keith A. Ferlin Echafaudage encloisonne
DE202007012204U1 (de) * 2007-08-29 2007-10-31 Terex-Demag Gmbh & Co. Kg Element zum Verbinden eines Gittersystems
US9051746B2 (en) * 2009-03-06 2015-06-09 Athos Construction Products Inc. Integrated plank and toeboard system
US20130043095A1 (en) * 2011-08-16 2013-02-21 Stephen H. Thacker Masonry scaffold system with truss level rosettes
KR20140068641A (ko) * 2012-11-28 2014-06-09 신성컨트롤(주) 곡선구간 최적화 설치가 가능한 시스템 비계
DE102013012573A1 (de) * 2013-04-12 2014-10-16 Altrad Plettac Assco Gmbh Adaptersystem, Ausgleichsgerüstboden und Ausgleichsgerüstbodensystem
WO2014184750A1 (fr) * 2013-05-14 2014-11-20 Van Wyk Nico Johan Echafaudage
US9556624B1 (en) * 2014-06-27 2017-01-31 Utility Service Co., Inc. Scaffold system

Also Published As

Publication number Publication date
AU2014214551B2 (en) 2017-11-30
AU2018201041A1 (en) 2018-03-01
US20160002936A1 (en) 2016-01-07
ZA201506732B (en) 2017-03-29
AU2013101084B4 (en) 2015-02-05
EP2954132A4 (fr) 2017-01-25
AU2014214551A1 (en) 2015-10-01
HK1218943A1 (zh) 2017-03-17
CA2900566A1 (fr) 2014-08-14
AU2013101084A4 (en) 2013-09-05
WO2014121346A1 (fr) 2014-08-14

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