WO2016166541A1 - Brides d'échafaudage - Google Patents

Brides d'échafaudage Download PDF

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Publication number
WO2016166541A1
WO2016166541A1 PCT/GB2016/051047 GB2016051047W WO2016166541A1 WO 2016166541 A1 WO2016166541 A1 WO 2016166541A1 GB 2016051047 W GB2016051047 W GB 2016051047W WO 2016166541 A1 WO2016166541 A1 WO 2016166541A1
Authority
WO
WIPO (PCT)
Prior art keywords
scaffold
clamp
tube
tubes
spacer
Prior art date
Application number
PCT/GB2016/051047
Other languages
English (en)
Inventor
Barry Brown
Matthew Shore
Original Assignee
Klawz Limited
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
Application filed by Klawz Limited filed Critical Klawz Limited
Priority to EP16722340.3A priority Critical patent/EP3283708A1/fr
Priority to CN201680035438.0A priority patent/CN107912050B/zh
Publication of WO2016166541A1 publication Critical patent/WO2016166541A1/fr

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/16Struts or stiffening rods, e.g. diagonal rods
    • E04G5/165Lintel for scaffoldings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/02Connections between parts of the scaffold with separate coupling elements
    • E04G7/06Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/08Clamps for parallelly-arranged members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/02Connections between parts of the scaffold with separate coupling elements
    • E04G7/06Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/12Clamps or clips for crossing members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/02Connections between parts of the scaffold with separate coupling elements
    • E04G7/06Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/12Clamps or clips for crossing members
    • E04G7/14Clamps or clips for crossing members for clamping the members independently
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/02Connections between parts of the scaffold with separate coupling elements
    • E04G7/06Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/12Clamps or clips for crossing members
    • E04G7/14Clamps or clips for crossing members for clamping the members independently
    • E04G7/16Clamps or clips for crossing members for clamping the members independently of which the clamping parts for the different members are rotatable with respect to one another
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/02Connections between parts of the scaffold with separate coupling elements
    • E04G7/06Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/12Clamps or clips for crossing members
    • E04G7/18Clamps or clips for crossing members for clamping the members against one another or against a separate cushioning piece between them
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/02Connections between parts of the scaffold with separate coupling elements
    • E04G7/06Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/24Couplings involving arrangements covered by more than one of the subgroups E04G7/08, E04G7/12, E04G7/20, E04G7/22
    • F16B9/023

Definitions

  • This invention relates to scaffold clamps suitable for use a part of a scaffolding system.
  • this invention relates to scaffold clamps comprising spacer wings having carefully selected dimensions that permit the mutually orthogonal connection of scaffold tubes in a tube-on-tube and/or in a clamp-on-clamp configuration.
  • the invention may facilitate bracing a scaffold assembly to a wall using the same transom tubes that are used to support scaffold boards.
  • a further possible advantage of the invention is the ability for form a "birds nest" intersection of vertical and horizontal scaffold tubes in a tube-on-tube configuration.
  • Scaffolding is a system of tubes, connectors, boards, ladders and other items that can be connected together to form a framework around, for example, a building. Scaffolding can be used in various ways, such as: to provide elevated walkways around and/or external access to, a building, for example so that workers can make repairs to, or construct, the building; a (or part of) temporary and/or free-standing construction, for example to support display screens at live events; and to provide temporary structural support to a building during remedial works.
  • the applications of scaffolding are not limited to the foregoing examples, which are merely exemplary.
  • scaffold tubes can be used vertically to provide support for other scaffold tubes arranged horizontally, which can be topped by boards forming walkways.
  • the same tubes can be used to form guardrails, cantilevered platforms, and mountings for derricks and so on.
  • scaffold boards can be used as parts of walkways, toe boards, walls, etc.. It will be appreciated that the range of configurations is almost limitless. When erecting a scaffold, due care and attention needs to be paid to safety and structural integrity.
  • scaffold tubes are correctly aligned, both relative to the horizontal and vertical, as well as relative to one another.
  • Vertical scaffold tubes need to be plumb to ensure that weight is correctly transmitted through them and to minimise bowing or buckling that can occur in non-vertical tubes.
  • horizontal tubes need to be level to ensure that walkways, guard rails etc. are not canted.
  • scaffold clamps which comprise a pair of interconnected C-shaped claws that engage with respective scaffold tubes, and a corresponding set of clamp portions that clamp each of the scaffold tubes firmly into their respective claws.
  • Scaffold clamps of this general type are very well-known and do need further explanation here. Where a scaffold is assembled using only one type of scaffold clamp, in all likelihood, the spacings between adjacent or overlapping tubes will be the same, thus ensuring that sets of scaffold tubes can be correctly aligned, that is to say, the horizontal tubes will lie in one plane, and the vertical tubes will lie in another plane.
  • This invention aims to provide a solution to one or more of the above problems and/or to provide an improved/alternative scaffold clamp.
  • a scaffold clamp comprising first and second generally claw portions, and a respective set of releasable clamping portions associated with each of the claw portions for securing, in use, a respective scaffold tube between the claw portion and its respective clamp portion, wherein the scaffold clamp further comprises a spacer interposed between the generally claw portions.
  • Another aspect of the invention provides a scaffold assembly comprising pair of scaffold tubes interconnected by a scaffold clamp as described herein.
  • the scaffold assembly comprises at least one vertical scaffold tube connected to at least one first horizontal scaffold tube, the first horizontal scaffold tube forming one part of a ladder beam, and wherein a second horizontal scaffold tube forming another part of the ladder beam is affixed to the vertical scaffold tube by clamp, wherein the spacer of the scaffold clamp is dimensioned to bring the first and second horizontal scaffold tubed into vertical alignment.
  • the scaffold assembly comprises a second horizontal scaffold tube affixed to the vertical scaffold tube by a clamping portion forming part of a transom unit.
  • the scaffold assembly may comprise a further vertical scaffold tube affixed to the ladder beam by way of a scaffold clamp as described herein.
  • the dimensions of the spacer of the scaffold clamp are selected to bring the vertical scaffold tube and the further vertical scaffold tube into alignment.
  • Another aspect of the invention provides a scaffold clamp substantially as hereinbefore described, with reference to, and as illustrated in, Figures 4 to 8 of the accompanying drawings.
  • Another aspect of the invention provides a scaffold assembly substantially as hereinbefore described, with reference to, and as illustrated in, Figures 4 to 9 of the accompanying drawings.
  • the claw portions are generally C-shaped, i.e. adapted to accept/receive a scaffold tube.
  • a spacer interposed between the claw portions means that the centres of the generally C-shaped claw portions (and thus, in use, the centres of the connected scaffold tubes) can be/are maintained at a desired spacing.
  • the desired spacing is different to that of a standard scaffold clamp.
  • the desired spacing is greater than that of a standard scaffold clamp, i.e. a known scaffold clamp that may be used on another part of a scaffold assembly comprising scaffold clamps in accordance with the invention.
  • the spacer comprises a (generally cuboidal) projection formed integrally with each of the claw portions.
  • the projections can be permanently connected, for example, by welding, to one another to form the spacer between the inner surfaces of the claw portions to maintain them in a fixed, spaced-apart configuration.
  • the projection can be integrally formed with just one of the claw portions, and can be permanently connected, for example, by welding, to the claw portion of the other part of the connector.
  • use of the scaffold clamp of the invention usefully enables scaffold tubes to be connected between scaffold systems of different types: the spacer avoiding the need for further scaffold tubes or components to be inclined or offset where the planes of the components of the different scaffolding systems are not coplanar.
  • the spacer is fixed, and provides a rigid connection between the claw portions of the scaffold clamp.
  • the claw portions can be arranged about the spacer in the same orientation (i.e. to interconnect a pair of parallel scaffold tubes); at right angles (i.e. to interconnect a pair of perpendicular scaffold tubes); or at any desired angle, such as 45-degrees, 30-degrees, 60-degrees etc.
  • the spacer comprises a swivel, which provides a rotatable connection between the claw portions of the scaffold clamp.
  • a swivel which provides a rotatable connection between the claw portions of the scaffold clamp.
  • the swivel may be lockable at a desired relative claw orientation, for example, using a spline shaft or grub screw.
  • the dimensions of the spacer are selected to ensure that interconnected tubes from different scaffolding systems are coplanar or parallel.
  • the spacer is configured to provide a substantially 38mm (i.e. 38mm +/- 0.5mm, +/- 1mm, +/- 1.5mm, +/- 2mm, or +/- manufacturing tolerances) spacing between the outer diameters of overlapping; or in one specific embodiment, a substantially 86.3mm spacing between the centres of overlapping 48.3mm OD scaffold tubes.
  • the aforementioned dimensions render the scaffold clamp of the invention ideally suited for use with scaffold assemblies incorporating eadylok or readylock-type prefabricated transom units.
  • the scaffold clamp is suitably manufactured from strong, tough, durable materials, such steel, galvanised steel and stainless steel.
  • the claw portions and their respective releasable clamping portions are together shaped and dimensioned to receive, in use, standardised scaffold tubes, such as 48.3mm OD scaffold tubes.
  • the releasable clamping portions are suitably detachably and/or releasable affixed to the claw portions by releasable locking means, such as by bolts and nuts, a cam lock device or similar.
  • the scaffold clamp conforms to EN74 (and/or any of its variants).
  • the scaffold clamp is suitably sufficiently load-bearing to enable it to conform to EN74, that is to say, having sufficient resistance to slippage, bending moments and cruciform loading to conform to the structural (strength, gripping and flexure) requirements of, for example, EN74-1 (2005).
  • Figure 3 is a side view of a known scaffold assembly comprising a vertical scaffold tube supporting a ladder beam using a known scaffold clamp and a transom unit: the ladder beam being inclined due to the lateral offset of its upper and lower horizontal tubes;
  • Figure 1 is a schematic plan view corresponding to Figure 3 showing the lateral offset that would occur if the ladder beam of Figure 3 were not inclined;
  • Figure 2 is a schematic representation of Figure 1 in which the components have been drawn side-by-side, rather than atop one another for clarity;
  • FIG. 6 is a side view of a scaffold assembly comprising a vertical scaffold tube supporting a ladder beam using an embodiment of a scaffold clamp in accordance with the invention: the ladder beam now being plumb;
  • Figure 4 is a schematic plan view corresponding to Figure 6 showing the alignment of the upper and lower horizontal tubes of the ladder beam;
  • Figure 5 is a schematic representation of Figure 4 in which the components have been drawn side-by-side, rather than atop one another for clarity;
  • Figure 7 is a plan view of the scaffold clamp of the invention as shown in Figures 4, 5 and 6;
  • Figure 8 is a side view of the scaffold clamp of the invention as shown in Figures 4, 5 and 6;
  • Figure 9 is a schematic perspective view (not to scale) of a scaffold assembly in accordance with an aspect of the invention;
  • Figure 10 is a perspective view of another embodiment of a scaffold clamp in accordance with the invention;
  • Figure 11 is a side view of two scaffold clamps as shown in Figure 10 in a "check fitting" configuration
  • Figure 12 is a perspective view of two scaffold clamps, as shown in Figure 10, affixed in a clamp-on-clamp, tube-on-tube configuration, to a vertical scaffold tube;
  • Figures 13 and 14 are, respectively, plan and side views of the clamps shown in Figure 12 used to interconnect three scaffold tubes in a mutually orthogonal relationship;
  • Figures 15 to 18 are left- and right-hand views, a plan view from below and a perspective view, respectively of a scaffold assembly utilising scaffold clamps in accordance with the invention.
  • a known scaffold assembly 10 comprises a vertical scaffold tube 12 connected to the lower horizontal tube 14 of a ladder beam 16 by way of a known scaffold clamp 18.
  • the ladder beam 16 comprises an upper horizontal tube 20, which runs parallel to the lower horizontal tube 14, and the two 14, 20 are interconnected at intervals by struts 22.
  • the upper horizontal tube 20 of the ladder beam 16 engages with a clamping part 24 of a transom unit 25.
  • the clamping part 24 is formed from a sheet of steel bent into a generally M-shape when viewed from above (as in Figure 2), the limbs 28 of which comprise C-shaped cut outs when viewed from the side (as in Figure 3) for receiving the upper horizontal tube 20 of the ladder beam 16, and the interconnecting part 30 abuts the vertical scaffold tube 12.
  • a clamp portion 32 firmly grips the vertical tube 12 to the interconnecting part 30 of the clamping part 24 to form a rigid connection.
  • the transom unit 25 comprises a horizontal tube 26 that is oriented perpendicular to the ladder beam 16, which horizontal tube 26 supports a floor surface (not shown) of a walkway.
  • the C-shaped cut out of the clamping part 24 of the transom unit 25 causes the upper horizontal tube 20 of the ladder beam 16 to be inwardly offset relative to the lower tube 14 of the ladder beam 16, thus causing the ladder beam 16 to be inclined relative to the vertical. Even modest inclinations can significantly affect the structural characteristic of the ladder beam. Further, if a further vertical scaffold tube (not shown) were to be dropped from the upper horizontal tube 20 of the ladder beam 16, it is readily apparent that this further vertical scaffold tube (not shown) would be inwardly offset relative to the aforementioned vertical scaffold tube 12.
  • the scaffold clamp 50 in accordance with the invention comprises a pair of generally C-shaped claw portions 52 that engage with the outer diameter of a scaffold tube 12, 14, 20, 26 of a certain size range and a pair of releasable clamping portions 54.
  • the releasable clamping portions 54 are pivotally connected to the claw portions 52 via a pintle 55 enabling the camping portions 54 to be flipped open to accept a scaffold tube 12, 14, 20, 26 into the claws 52.
  • the clamping portions 54 can be pivoted into engagement, and a bolt and nut arrangement 57 cooperating between the claw 52 and clamping portions 45 firmly and rigidly grips the scaffold tube 12, 14, 20, 26 in position, thus inhibiting or preventing relative movement of the scaffold tube 12, 14, 20, 26 and scaffold clamp 50 thereafter, until released.
  • the scaffold clamp 50 of the invention further comprises a spacer 56, which, in the illustrated embodiments, is permanently welded between the inner surfaces of the C-shaped claw portions 52 to maintain them in a fixed, spaced-apart configuration.
  • the spacer 56 separates 59 the inner surfaces of the C-shaped claw portions 52 by 18mm, such that the outer diameters of the scaffold tubes 12, 14 are 38mm apart 61 (or their centres are 86.3mm apart 63).
  • the 38mm dimension 61 corresponds to the lateral offset 40 of the upper 20 and lower 14 horizontal tubes of the ladder beam 16 previously described.
  • the scaffold clamp 50 in accordance with the invention is now used to connect the lower horizontal tube 14 of the ladder beam 16 to the vertical scaffold tube 12, and the spacer 56 now compensates for the offset of the transom unit 25 relative to the vertical scaffold tube 12.
  • the ladder beam 16 is aligned vertically such that its rungs 22 are now parallel to the vertical scaffold tube 12.
  • the scaffold clamps 50 of the invention enable the scaffold assembly 100 to be extended upwardly off the ladder beam 16 using further vertical scaffold tubes, provided such further vertical scaffold tubes (not shown) are connected to the upper 20 or lower 14 horizontal tubes of the ladder beam 16 using scaffold clamps 50 in accordance with the invention.
  • the further vertical scaffold tubes would be outwardly offset relative to the ladder beam (by virtue of the spacer 56) thus bringing them in-line (i.e. coplanar) with the existing vertical scaffold tubes 12.
  • a scaffold assembly 100 in accordance with an aspect of the invention comprises three vertical scaffold tubes 12 connected to a horizontal scaffold tube 156 using known scaffold clamps 18.
  • a horizontal ladder beam 16 is connected to two of the vertical scaffold tubes 12 using scaffold clamps 50 in accordance with the invention, this providing a lateral offset 40 between the plane 150 of the vertical scaffold tubes 12 and the plane 154 of the ladder beam 16.
  • a walkway surface 251 is supported on a pair of transom units 25 as previously described, which connects to the ladder beam 16 via couplings 28 previously described.
  • One of the vertical scaffold tubes 12' extends upwardly to a level above the walkway 251 and is connected to another horizontal scaffold tube 156 using known scaffold clamps 18.
  • the two horizontal scaffold tubes 156 lie in in the same plane 152.
  • the scaffold assembly 100 is extended laterally by supporting further vertical scaffold tubes 120 off a cantilevered portion of the ladder beam 16, using scaffold clamps 50 in accordance with the invention.
  • the spacers 56 of the scaffold clamps 50 of the invention compensate for the offset 40 between the plane 154 of the ladder beam 16 and the plane 150 of the vertical scaffold tubes 12.
  • the further vertical scaffold tubes 120 are coplanar 150 with the remaining vertical scaffold tubes 12, 12'.
  • the scaffold assembly 100 in accordance with the invention enables all of the horizontal scaffold tubes 156 to share a common plane 152 and all of the vertical scaffold tubes 12, 120 to share a common plane 150 also. This greatly facilitates assembly and disassembly of the scaffold 100; provides improved structural integrity, and maintains the correct "lines" of the scaffold assembly 100 thus meeting certain mandated Health and Safety requirements.
  • FIG. 10 to 18 of the drawings another embodiment of a scaffold clamp in accordance with the invention is substantially as previously described, save for a few modifications as described hereinbelow. Identical reference signs have been used to identify identical features to those described previously, merely to avoid repetition herein.
  • the scaffold clamp 500 comprises a pair of claw portions 52 each comprising a part-cylindrical concavity 502 that engages, in use (but not shown in Figure 10) with the outer diameter of a scaffold tube (not shown); and a pair of releasable clamping portions 54.
  • the releasable clamping portions 54 are pivotally connected to the claw portions 52 via a pintle 55 enabling the camping portions 54 to be flipped open to accept a scaffold tube into the claws 52. Once inserted, the clamping portions 54 can be pivoted into engagement, and a bolt and nut arrangement 57 cooperating between the claw 52 and clamping portions 54 firmly and rigidly grips the scaffold tube in position, thus inhibiting or preventing relative movement of the scaffold tube and scaffold clamp 500 thereafter, until released.
  • the scaffold clamp 500 of the invention further comprises a spacer 56, which, in the embodiments illustrated in Figures 10 to 18 of the drawings, comprises a generally cuboidal projection 504 formed integrally with each of the claw portions 52: the cuboidal projections 504 being permanently welded 506 to one another to form the spacer 56 between the inner surfaces of the claw portions 52 to maintain them in a fixed, spaced-apart configuration.
  • the spacer 56 separates the inner surfaces of the claw portions 52 by 18mm, such that the outer diameters of the scaffold tubes are 38mm apart (or their centres are 86.3mm apart).
  • the 38mm dimension corresponds to the lateral offset 40 of the upper 20 and lower 14 horizontal tubes of the ladder beam 16 previously described.
  • the embodiment of the scaffold clamp 500 of Figures 10 to 14 of the drawings differs from the embodiment described previously principally by the addition of a pair of lateral spacers 510 (or "wings") formed integrally with either side of the claw portions 52.
  • the wings 510 can enable the scaffold clamp 500 to conform to EN74-1 (2005) for "AA” and “BB” type connections made in scaffolding assemblies.
  • a further advantage of the wings 510 is an improved distribution of forces, as illustrated schematically in Figure 12 of the drawings, for compliance to EN74-1 (2005). Specifically, the wings 510 widen and increase the areal contact between the claw portions 52 and the scaffold tubes.
  • the scaffold clamp 500 is able to better grip a scaffold tube, thereby increasing its resistance to slippage.
  • the scaffold clamp's resistance to bending moments is greatly improved due to the increase in height of the load-bearing area 502.
  • the scaffold clamp's resistance to cruciform loading is greatly increased, compared with known scaffold clamps, due to the increase in width of the load-bearing area 502 in contact with the scaffold tube.
  • the provision of the wings 510 enables the scaffold clamp 500 to conform to the structural (strength, gripping and flexure) requirements of EN74-1 (2005). It will be noted from Figures 10 to 18 of the drawings, that the wings 510 each have a pair of parallel, planar end surfaces 212 (one at either side).
  • the end surfaces, in the illustrated embodiments of Figures 10 to 18 are 58.5mm apart, but this dimension is purposively selected such that when the end surface 212 of one clamp 500 abuts the releasable clamping portion 54 part of an adjacent clamp 500, as shown in Figure 12 of the drawings, this creates a clamp-on-clamp connection with a precise "tube-on-tube” placement also (i.e. the underside of one scaffold tube 512 rests upon the upper side of another scaffold tube 514).
  • the aforementioned 58.5mm dimension is not fixed, but is rather a function of certain other dimensions of the clamp (i.e. the width of the clamping portions 54) as well as the outer diameter of the scaffold tubes.
  • the wings 510 and their carefully selected dimensions, enables a mutually orthogonal connection of scaffold tubes 12, 512, 514, as shown in Figures 13 and 14 of the drawings.
  • the main advantage of this is that it is possible to brace a scaffold assembly 100 (such as that shown in Figure 9 of the drawings) to a wall, with its transom tubes 512 resting directly on top of the cross-members 514.
  • This configuration which is not possible with existing scaffold clamps, enables the transom tubes 512 to be used to support scaffold boards (not shown) as well as to provide a structural connection to a wall.
  • a similar configuration when used with known scaffold clamps, requires a first transom tube to be used to support the scaffold boards, and a further, offset transom tube, to brace the scaffold assembly 100 to the wall.
  • a clamp-on-clamp and a tube-on- tube configuration as is the case with the invention, it becomes possible to brace a scaffold assembly to a wall using the same transom tubes that are used to support the scaffold boards.
  • a further advantage of the scaffold clamps 500 in accordance with the invention is that they permit the formation of a "birds nest" intersection of vertical 12 and horizontal 512, 514 scaffold tubes, also in a tube-on-tube configuration.
  • This is shown in Figures 15 to 18 of the drawings, in which (compared with Figures 13 and 14 of the drawings) the tubes are no longer mutually orthogonal, but rather the transom tube 512 is rotated through 30° or 60° (or indeed any other desired angle).
  • the wings 510 are configured to extend around their respective scaffold tubes to such an extent that the aforementioned "birds nest" configuration can be obtained whilst maintaining the tube-on-tube configuration.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

L'invention concerne une bride d'échafaudage (500) comprenant des ailes d'espacement (512) ayant des dimensions soigneusement sélectionnées qui permettent la connexion orthogonale mutuelle de tubes d'échafaudage (12, 512, 514) selon une configuration tube-sur-tube et/ou bride sur bride. L'invention facilite l'assemblage d'un ensemble d'échafaudage à un mur à l'aide des mêmes tubes de traverse qui sont utilisés pour supporter les planches d'échafaudage. Un autre avantage de la présente invention est la capacité de former une intersection en nid de pie de tubes d'échafaudage verticaux (12) et horizontaux (512, 514) dans une configuration tube-sur-tube. La bride d'échafaudage (500) comprend des première et seconde parties de bride (52), et un ensemble respectif de parties de bride amovibles (54) associé à chacune des parties de bride (52) pour fixer, lors de l'utilisation, un tube d'échafaudage respectif (12, 512, 514) entre la partie de bride (52) et sa partie de bride respective (54), dans lequel la bride d'échafaudage (500) comprend en outre un élément d'espacement (56, 504) interposé entre les parties de bride (52), et dans lequel chaque partie de bride (52) comprend une paire d'ailes (512) s'étendant latéralement de chaque côté de celle-ci.
PCT/GB2016/051047 2015-04-16 2016-04-14 Brides d'échafaudage WO2016166541A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP16722340.3A EP3283708A1 (fr) 2015-04-16 2016-04-14 Brides d'échafaudage
CN201680035438.0A CN107912050B (zh) 2015-04-16 2016-04-14 脚手架夹具

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
GB1506455.3A GB2537401A (en) 2015-04-16 2015-04-16 Scaffold clamps
GB1506455.3 2015-04-16
GB1601770.9 2016-02-01
GB1601770.9A GB2534299A (en) 2015-04-16 2016-02-01 Scaffold clamps

Publications (1)

Publication Number Publication Date
WO2016166541A1 true WO2016166541A1 (fr) 2016-10-20

Family

ID=53298678

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB2016/051047 WO2016166541A1 (fr) 2015-04-16 2016-04-14 Brides d'échafaudage

Country Status (4)

Country Link
EP (1) EP3283708A1 (fr)
CN (1) CN107912050B (fr)
GB (3) GB2537401A (fr)
WO (1) WO2016166541A1 (fr)

Cited By (2)

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Publication number Priority date Publication date Assignee Title
CN112942855A (zh) * 2021-02-22 2021-06-11 秦超 一种建筑砌墙用大型砖块夹持装置及其使用方法
CN113463944A (zh) * 2021-06-30 2021-10-01 中建一局集团第五建筑有限公司 一种单杆与双杆垂直交叉的连接扣件以及连接结构

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Publication number Priority date Publication date Assignee Title
CN108396958B (zh) * 2018-04-18 2020-05-15 江苏苏阳建设有限公司 建筑工程用的多功能脚手架
US10995504B1 (en) 2018-07-19 2021-05-04 David S. Cook Scaffold stabilizer
CN109811888B (zh) * 2019-03-11 2024-01-16 重庆大学 一种原竹横梁与立柱的连接节点

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US1706801A (en) * 1928-03-20 1929-03-26 Merrill Whitney Scaffolding clamp
CH259059A (fr) * 1947-04-19 1949-01-15 Applic D Inventions Nouvelles Dispositif de liaison pour tubes d'échafaudages.
CH384189A (it) * 1961-09-22 1964-11-15 Pedroli Dante Struttura tubolare metallica, particolarmente per ponteggi ad uso pittori, muratori, ecc.
JP2001349310A (ja) * 2000-06-07 2001-12-21 Yukio Harada パイプ用結合装置
JP2001355334A (ja) * 2000-06-15 2001-12-26 Nippon Light Metal Co Ltd パイプ連結金具
JP2010019055A (ja) * 2008-07-14 2010-01-28 Almax:Kk クランプ機構
JP2014141781A (ja) * 2013-01-22 2014-08-07 Toda Constr Co Ltd 自在クランプ

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GB2537401A (en) 2016-10-19
GB201601770D0 (en) 2016-03-16
CN107912050B (zh) 2021-06-04
GB201506455D0 (en) 2015-06-03
GB2534299A (en) 2016-07-20
GB2534092A (en) 2016-07-13
CN107912050A (zh) 2018-04-13

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