US20170114555A1 - Scaffolding section - Google Patents
Scaffolding section Download PDFInfo
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- US20170114555A1 US20170114555A1 US15/317,210 US201515317210A US2017114555A1 US 20170114555 A1 US20170114555 A1 US 20170114555A1 US 201515317210 A US201515317210 A US 201515317210A US 2017114555 A1 US2017114555 A1 US 2017114555A1
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- standard
- section
- scaffolding
- arch
- ledger
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Images
Classifications
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- 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
- E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
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- 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
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- 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
- E04G7/22—Stiff scaffolding clamps for connecting scaffold members of common shape for scaffold members in end-to-side relation
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- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
- E04G21/3209—Temporary tunnels specially adapted against falling objects
-
- 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
Definitions
- the present invention relates to scaffolding, and more particularly to a scaffolding section that provides a walking path therethrough.
- scaffolding is a temporary structure to support workers, materials and tools during construction and renovation of buildings.
- Main elements of present day scaffolding are: vertically oriented tubes—called standards; square base plates for supporting the standards and spreading the load; horizontally oriented tubes—called ledgers—connecting the standards at various levels; cross braces placed diagonally from ledger to ledger to increase rigidity; and, decks placed onto the ledgers to provide a working surface.
- the various elements of present day scaffolding are generally standardized, i.e. having standard dimensions as well as standard connectors for easily and removable connecting the standards, ledgers and cross braces.
- the base level of a standard scaffolding bay typically comprises: four standards with each standard being supported by a base plate; four bottom ledgers connecting the four standards a distance of approximately 40 cm above ground; four top ledgers connecting the four standards a distance of 2-3 m above ground—called base lift; and, four cross braces with one cross brace placed between a respective pair of top and bottom ledgers.
- one object of the present invention is to provide a scaffolding section that provides a walking path therethrough substantially absent tripping hazards and catch points.
- Another object of the present invention is to provide a scaffolding section that provides a walking path therethrough and that is simple and cost effective.
- Another object of the present invention is to provide a scaffolding section that provides a walking path therethrough and that is implementable as a retrofit for use with existing scaffolding components.
- a scaffolding section comprising a first and a second standard.
- a substantially horizontally oriented ledger is connected to the first and the second standard a predetermined height above a bottom end of the first and the second standard.
- An arch structure is disposed between the first and the second standard and below the ledger.
- the arch structure comprises at least a top part, a substantially straight first bottom part and a substantially straight second bottom part.
- the first and the second bottom part are disposed along a substantial length of the first and the second standard, respectively.
- the arch structure is mounted to the ledger, to the first standard, and to the second standard.
- a scaffolding section comprising a first and a second standard.
- a substantially horizontally oriented ledger is connected to the first and the second standard a predetermined height above a bottom end of the first and the second standard.
- An arch structure is disposed between the first and the second standard and below the ledger.
- the arch structure comprises a first arch section mounted to the first standard and the ledger and a second arch section mounted to the second standard and the ledger.
- Each arch section comprises a top part and a substantially straight bottom part. The bottom part of each arch section is disposed along a substantial length of the respective standard.
- a further advantage of the present invention is that it provides a scaffolding section that provides a walking path therethrough and that is simple and cost effective.
- a further advantage of the present invention is to provide a scaffolding section that provides a walking path therethrough and that is implementable as a retrofit for use with existing scaffolding components.
- FIG. 1 a is a simplified block diagram illustrating a front view of a scaffolding section according to a preferred embodiment of the invention
- FIG. 1 b is a simplified block diagrams illustrating in a perspective view a portion of a scaffolding with the scaffolding section according to a preferred embodiment of the invention
- FIG. 1 c is a simplified block diagram illustrating a perspective view of a standard coupler for connecting components of scaffolding to the standards;
- FIGS. 2 a and 2 b are simplified block diagrams illustrating in a front view and a side view assembly of the scaffolding section according to a preferred embodiment of the invention
- FIGS. 3 a to 3 c are simplified block diagrams illustrating different implementations for connecting the arch structure to the ledger of the scaffolding section according to a preferred embodiment of the invention
- FIGS. 4 a to 4 d are simplified block diagrams illustrating different implementations of an arch section of the scaffolding section according to a preferred embodiment of the invention.
- FIG. 5 is a simplified block diagram illustrating a front view of a scaffolding section according to another embodiment of the invention.
- FIG. 6 is a simplified block diagram illustrating a front view of a scaffolding section according to yet another embodiment of the invention.
- a scaffolding section 100 according to a preferred embodiment of the invention is provided.
- the scaffolding section 100 illustrated in FIG. 1 a can be combined with existing scaffolding components as illustrated in an exemplary implementation in FIG. 1 b , but is not limited thereto and may be implemented in different combinations and locations of scaffolding where it is desirable to provide a walking path.
- the scaffolding section 100 is also implementable in multi-level scaffolding and at different levels thereof.
- a first standard 10 and a second standard 10 are connected to a respective first base plate 24 and second base plate 24 with a bottom portion of the tubing of the standards 10 accommodating therein a respective portion of threaded shank 26 mounted to a center of each base plate 24 .
- a bottom end of each standard 10 is supported by wing nut 26 disposed on the threaded shank 24 for vertically adjusting the respective standard 10 in order to level the scaffolding.
- the standards 10 are connected to respective standards via substantially horizontally oriented bottom ledgers 14 —disposed a predetermined distance D 1 of approximately 40 cm above the bottom end of the standard 10 —and top ledgers 16 —disposed at base lift distance H of 2-3 m above the bottom end of the standard 10 .
- Cross braces 18 are placed between respective pairs of top ledgers 16 and bottom ledgers 14 to increase the rigidity of the scaffolding.
- Standard deck components (not shown) are supported by the top ledgers in a conventional fashion.
- the ledgers 14 , 16 and cross braces 18 comprise standard couplers 22 which fit into one of rosettes 20 disposed along the standards 10 in equal distances D 2 —typically 50 cm—between two successive rosettes 20 and are fastened thereto in a standard fashion using wedge 22 B placed in apertures 22 A and 20 A disposed in the coupler 22 and the rosette 20 , respectively, as illustrated in FIG. 1 c.
- the scaffolding section 100 provides walking paths—illustrated by the block arrows in FIG. 1 b —through the base level thereof substantially absent tripping hazards and catch points by replacing the bottom ledgers 14 and the cross braces 18 crossing the walking paths with an arch structure disposed between two respective standards 10 and below ledger 102 A.
- the arch structure of the scaffolding section 100 preferably comprises a first arch section 104 . 1 and a second arch section 104 . 2 with each arch section having: a substantially straight second bottom part 104 A. 1 , 104 A. 2 disposed along a substantial length of the respective standard 10 . 1 , 10 . 2 ; a top part 104 B. 1 , 104 B. 2 ; and a top end portion 104 C. 1 , 104 C. 2 .
- Each arch section 104 . 1 , 104 . 2 is removable mounted to the ledger 102 A, preferably, by accommodating the top end portions 104 C. 1 , 104 C.
- the coupling tube 102 A is adapted for enabling insertion/removal of the top end portions 104 C. 1 , 104 C. 2 and rotation of the arch sections 104 . 1 , 104 . 2 about a longitudinal axis of the coupling tube 102 B while being inserted therein for facilitating assembly/disassembly of the arch structure, as will be described hereinbelow.
- the first and the second bottom part 104 A. 1 , 104 A. 2 are mounted to the respective standard 10 . 1 , 10 . 2 , preferably, at a plurality of locations along the respective standard 10 . 1 , 10 . 2 with a first location placed in close proximity to a bottom end of the respective standard 10 . 1 , 10 . 2 and a second location placed in a top part of the respective standard 10 . 1 , 10 . 2 .
- standard couplers 22 are disposed at predetermined locations along the first and the second bottom part 104 A. 1 , 104 A. 2 such that they coincide with respective rosettes 20 disposed along the standards 10 . 1 , 10 . 2 .
- the couplers 22 are directly fastened to the first and the second bottom part 104 A. 1 , 104 A. 2 enabling placement of the same in close proximity to the standards 10 . 1 , 10 . 2 , as illustrated in FIG. 1 a . Further preferably, more than two couplers are disposed along the first and the second bottom part 104 A. 1 , 104 A. 2 .
- the coupling tube 102 B and the arch sections 104 . 1 , 104 . 2 are, preferably, adapted such that the arch sections can be mounted to the coupling tube 102 B and standards 10 . 1 , 10 . 2 of an erected scaffolding section, as illustrated in FIGS. 2 a and 2 b for the arch section 104 . 2 .
- the top end portion 104 C. 2 is inserted into the respective end portion of the coupling tube 102 B as indicated by the block arrow in FIG. 2 a with the bottom portion 104 A. 2 being disposed at an acute angle ⁇ to the standard 10 . 2 as illustrated in FIG. 2 b .
- the arch section 104 After insertion, the arch section 104 .
- the coupling tube 102 B is replaced by two shorter coupling tubes 202 B having sufficient length for accommodating the respective top end portions 104 C. 1 , 104 C. 2 therein.
- reinforcing structure 220 is disposed between the ledger 102 A and the coupling tube 102 B, as illustrated in FIG. 3 b , and fastened thereto in a conventional manner using, for example, welding.
- the top end portions 104 C. 1 , 104 C. 2 comprise end extensions 230 which are mounted to the ledger 102 A via screw bolts 232 disposed in respective bores disposed in the extensions 230 and the ledger 102 A, as illustrated in FIG. 3 c.
- the same component is used to provide the arch section 104 . 1 as well as the arch section 104 . 2 .
- the same arch sections are employed for implementing different spans S of the scaffolding section 100 with the different spans S being realized by using different ledgers/coupling tubes 102 A/ 102 B.
- Different heights H of the scaffolding section 100 are accommodated by using arch sections having different vertical length LV while horizontal length LH is kept the same, as illustrated in FIGS. 4 a and 4 b .
- the arch section is divided in a top part 204 B and a bottom part 204 A with, for example, a top end portion 204 A.
- FIG. 4 c different heights H of the scaffolding section 100 are accommodated by using bottom parts 204 A having different lengths coupled to the same top part 204 B. Further alternatively, the different heights H of the scaffolding section 100 are accommodated by extending/retracting the bottom part 304 A with respect to the top part 304 B in a telescopic fashion, as illustrated in FIG. 4 d .
- a top of the arch structure 402 B is fastened—in a conventional manner using for example, welding—to the ledger 402 A and has couplers 22 fastened thereto for mounting the same to the standards 10 . 1 and 10 . 2 .
- Bottom parts 404 A. 1 and 404 A. 2 are coupled to the arch structure 402 B in a conventional manner as described hereinabove, and to the respective standard 10 . 1 , 10 . 2 .
- arch sections 504 . 1 , 504 . 2 each comprise a substantially straight top part 504 B. 1 , 504 B. 2 —instead of the curved top part 104 B. 1 , 104 B. 2 illustrated in FIG. 1 a —interposed between a substantially straight bottom part 504 A. 1 , 504 A. 2 and substantially straight top end portion 504 C. 1 , 504 C. 2 and angled thereto.
- Ladder support post 604 having the ladder 602 securely mounted thereto via standard ladder brackets 610 —is securely mounted to the scaffolding section 100 via short scaffold tube 606 which is securely mounted to the standard 10 . 1 and the arch section 104 . 1 using, for example, standard right angle wedge clamps 608 .
- standard right angle wedge clamps 608 For simplicity, only securing of the bottom portion of the ladder support post 604 is illustrated. As is evident to one skilled in the art, the ladder support post 604 may be secured to the scaffold at different levels in a similar fashion.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ladders (AREA)
- Movable Scaffolding (AREA)
Abstract
A scaffolding section is provided. The scaffolding section comprises a first and a second standard. A substantially horizontally oriented ledger is connected to the first and the second standard a predetermined height above a bottom end of the first and the second standard. An arch structure is disposed between the first and the second standard and below the ledger. The arch structure comprises at least a top part, a substantially straight first bottom part and a substantially straight second bottom part. The first and the second bottom part are disposed along a substantial length of the first and the second standard, respectively. The arch structure is mounted to the ledger, to the first standard, and to the second standard.
Description
- The present invention relates to scaffolding, and more particularly to a scaffolding section that provides a walking path therethrough.
- Typically, scaffolding is a temporary structure to support workers, materials and tools during construction and renovation of buildings. Main elements of present day scaffolding are: vertically oriented tubes—called standards; square base plates for supporting the standards and spreading the load; horizontally oriented tubes—called ledgers—connecting the standards at various levels; cross braces placed diagonally from ledger to ledger to increase rigidity; and, decks placed onto the ledgers to provide a working surface.
- The various elements of present day scaffolding are generally standardized, i.e. having standard dimensions as well as standard connectors for easily and removable connecting the standards, ledgers and cross braces. The base level of a standard scaffolding bay typically comprises: four standards with each standard being supported by a base plate; four bottom ledgers connecting the four standards a distance of approximately 40 cm above ground; four top ledgers connecting the four standards a distance of 2-3 m above ground—called base lift; and, four cross braces with one cross brace placed between a respective pair of top and bottom ledgers.
- Unfortunately, this type of standard scaffolding bay creates unsafe conditions for workers such as tripping hazards created by the bottom ledgers, as well as catch points for head, arm, shoulder, and elbow caused by the cross braces.
- It is desirable to provide a scaffolding section that provides a walking path therethrough substantially absent tripping hazards and catch points.
- It is also desirable to provide a scaffolding section that provides a walking path therethrough and that is simple and cost effective.
- It is also desirable to provide a scaffolding section that provides a walking path therethrough and that is implementable as a retrofit for use with existing scaffolding components.
- Accordingly, one object of the present invention is to provide a scaffolding section that provides a walking path therethrough substantially absent tripping hazards and catch points.
- Another object of the present invention is to provide a scaffolding section that provides a walking path therethrough and that is simple and cost effective.
- Another object of the present invention is to provide a scaffolding section that provides a walking path therethrough and that is implementable as a retrofit for use with existing scaffolding components.
- According to one aspect of the present invention, there is provided a scaffolding section. The scaffolding section comprises a first and a second standard. A substantially horizontally oriented ledger is connected to the first and the second standard a predetermined height above a bottom end of the first and the second standard. An arch structure is disposed between the first and the second standard and below the ledger. The arch structure comprises at least a top part, a substantially straight first bottom part and a substantially straight second bottom part. The first and the second bottom part are disposed along a substantial length of the first and the second standard, respectively. The arch structure is mounted to the ledger, to the first standard, and to the second standard.
- According to the aspect of the present invention, there is provided a scaffolding section. The scaffolding section comprises a first and a second standard. A substantially horizontally oriented ledger is connected to the first and the second standard a predetermined height above a bottom end of the first and the second standard. An arch structure is disposed between the first and the second standard and below the ledger. The arch structure comprises a first arch section mounted to the first standard and the ledger and a second arch section mounted to the second standard and the ledger. Each arch section comprises a top part and a substantially straight bottom part. The bottom part of each arch section is disposed along a substantial length of the respective standard.
- The advantage of the present invention is that it provides a scaffolding section that provides a walking path therethrough substantially absent tripping hazards and catch points.
- A further advantage of the present invention is that it provides a scaffolding section that provides a walking path therethrough and that is simple and cost effective.
- A further advantage of the present invention is to provide a scaffolding section that provides a walking path therethrough and that is implementable as a retrofit for use with existing scaffolding components.
- A preferred embodiment of the present invention is described below with reference to the accompanying drawings, in which:
-
FIG. 1a is a simplified block diagram illustrating a front view of a scaffolding section according to a preferred embodiment of the invention; -
FIG. 1b is a simplified block diagrams illustrating in a perspective view a portion of a scaffolding with the scaffolding section according to a preferred embodiment of the invention; -
FIG. 1c is a simplified block diagram illustrating a perspective view of a standard coupler for connecting components of scaffolding to the standards; -
FIGS. 2a and 2b are simplified block diagrams illustrating in a front view and a side view assembly of the scaffolding section according to a preferred embodiment of the invention; -
FIGS. 3a to 3c are simplified block diagrams illustrating different implementations for connecting the arch structure to the ledger of the scaffolding section according to a preferred embodiment of the invention; -
FIGS. 4a to 4d are simplified block diagrams illustrating different implementations of an arch section of the scaffolding section according to a preferred embodiment of the invention; -
FIG. 5 is a simplified block diagram illustrating a front view of a scaffolding section according to another embodiment of the invention; and, -
FIG. 6 is a simplified block diagram illustrating a front view of a scaffolding section according to yet another embodiment of the invention. -
FIG. 7 is a simplified block diagram illustrating a front view of a scaffolding section having a ladder attached thereto according to a preferred embodiment of the invention. - Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which the invention belongs. Although any methods and materials similar or equivalent to those described herein can be used in the practice or testing of the present invention, the preferred methods and materials are now described.
- While the description of the preferred embodiments hereinbelow is with reference to a standard scaffolding bay, it will become evident to those skilled in the art that the embodiments of the invention are not limited thereto, but are also adaptable for use with non-standard scaffolding.
- Referring to
FIGS. 1a to 1c , ascaffolding section 100 according to a preferred embodiment of the invention is provided. As is evident to those skilled in the art, thescaffolding section 100 illustrated inFIG. 1a can be combined with existing scaffolding components as illustrated in an exemplary implementation inFIG. 1b , but is not limited thereto and may be implemented in different combinations and locations of scaffolding where it is desirable to provide a walking path. Furthermore, while only one level of the scaffolding is illustrated for simplicity, thescaffolding section 100 is also implementable in multi-level scaffolding and at different levels thereof. - In existing scaffolding, as illustrated in sections of the scaffolding illustrated in
FIG. 1b , afirst standard 10 and asecond standard 10 are connected to a respectivefirst base plate 24 andsecond base plate 24 with a bottom portion of the tubing of thestandards 10 accommodating therein a respective portion of threadedshank 26 mounted to a center of eachbase plate 24. A bottom end of eachstandard 10 is supported bywing nut 26 disposed on the threadedshank 24 for vertically adjusting therespective standard 10 in order to level the scaffolding. Typically, thestandards 10 are connected to respective standards via substantially horizontally orientedbottom ledgers 14—disposed a predetermined distance D1 of approximately 40 cm above the bottom end of the standard 10—andtop ledgers 16—disposed at base lift distance H of 2-3 m above the bottom end of the standard 10.Cross braces 18 are placed between respective pairs oftop ledgers 16 andbottom ledgers 14 to increase the rigidity of the scaffolding. Standard deck components (not shown) are supported by the top ledgers in a conventional fashion. Typically, the 14, 16 and cross braces 18 compriseledgers standard couplers 22 which fit into one ofrosettes 20 disposed along thestandards 10 in equal distances D2—typically 50 cm—between twosuccessive rosettes 20 and are fastened thereto in a standardfashion using wedge 22B placed in 22A and 20A disposed in theapertures coupler 22 and therosette 20, respectively, as illustrated inFIG. 1 c. - The
scaffolding section 100 provides walking paths—illustrated by the block arrows inFIG. 1b —through the base level thereof substantially absent tripping hazards and catch points by replacing thebottom ledgers 14 and the cross braces 18 crossing the walking paths with an arch structure disposed between tworespective standards 10 and belowledger 102A. - Referring to
FIG. 1a , the arch structure of thescaffolding section 100 preferably comprises a first arch section 104.1 and a second arch section 104.2 with each arch section having: a substantially straight second bottom part 104A.1, 104A.2 disposed along a substantial length of the respective standard 10.1, 10.2; a top part 104B.1, 104B.2; and a top end portion 104C.1, 104C.2. Each arch section 104.1, 104.2 is removable mounted to theledger 102A, preferably, by accommodating the top end portions 104C.1, 104C.2 in respective end portions ofcoupling tube 102B which is, for example, fastened to a bottom side of theledger 102A. For example, thecoupling tube 102A is adapted for enabling insertion/removal of the top end portions 104C.1, 104C.2 and rotation of the arch sections 104.1, 104.2 about a longitudinal axis of thecoupling tube 102B while being inserted therein for facilitating assembly/disassembly of the arch structure, as will be described hereinbelow. - The first and the second bottom part 104A.1, 104A.2 are mounted to the respective standard 10.1, 10.2, preferably, at a plurality of locations along the respective standard 10.1, 10.2 with a first location placed in close proximity to a bottom end of the respective standard 10.1, 10.2 and a second location placed in a top part of the respective standard 10.1, 10.2. Preferably,
standard couplers 22 are disposed at predetermined locations along the first and the second bottom part 104A.1, 104A.2 such that they coincide withrespective rosettes 20 disposed along the standards 10.1, 10.2. For example, thecouplers 22 are directly fastened to the first and the second bottom part 104A.1, 104A.2 enabling placement of the same in close proximity to the standards 10.1, 10.2, as illustrated inFIG. 1a . Further preferably, more than two couplers are disposed along the first and the second bottom part 104A.1, 104A.2. - The
coupling tube 102B and the arch sections 104.1, 104.2 are made of, for example, metal tubing such as steel or aluminum tubing in a conventional manner. Thecoupling tube 102B is fastened to theledger 102A and the couplers are fastened to the arch sections 104.1, 104.2 using conventional fastening technologies such as welding. - The
coupling tube 102B and the arch sections 104.1, 104.2 are, preferably, adapted such that the arch sections can be mounted to thecoupling tube 102B and standards 10.1, 10.2 of an erected scaffolding section, as illustrated inFIGS. 2a and 2b for the arch section 104.2. First, the top end portion 104C.2 is inserted into the respective end portion of thecoupling tube 102B as indicated by the block arrow inFIG. 2a with the bottom portion 104A.2 being disposed at an acute angle α to the standard 10.2 as illustrated inFIG. 2b . After insertion, the arch section 104.2 is rotated about thelongitudinal axis 103 of thecoupling tube 102B until the same is oriented substantially parallel to the standard 10.2, as indicated by the block arrow inFIG. 2b . The arch section 104.2 is then moved along theaxis 103 towards the standard 10.2 a short distance until thecouplers 22 are interacting with therespective rosettes 20 for being coupled thereto. The same process is repeated for assembling the arch section 104.1, as well as for disassembling the arch sections with the steps being performed in reverse order. - In an alternative embodiment, illustrated in
FIG. 3a , thecoupling tube 102B is replaced by twoshorter coupling tubes 202B having sufficient length for accommodating the respective top end portions 104C.1, 104C.2 therein. In order to increase the bending resistance of theledger 102A—for example, when thescaffolding section 100 has a wide span S between the standards 10.1, 10.2—reinforcingstructure 220 is disposed between theledger 102A and thecoupling tube 102B, as illustrated inFIG. 3b , and fastened thereto in a conventional manner using, for example, welding. Further alternatively, the top end portions 104C.1, 104C.2 compriseend extensions 230 which are mounted to theledger 102A viascrew bolts 232 disposed in respective bores disposed in theextensions 230 and theledger 102A, as illustrated inFIG. 3 c. - In order to reduce the number of different components, the same component is used to provide the arch section 104.1 as well as the arch section 104.2. Furthermore, the same arch sections are employed for implementing different spans S of the
scaffolding section 100 with the different spans S being realized by using different ledgers/coupling tubes 102A/102B. Different heights H of thescaffolding section 100 are accommodated by using arch sections having different vertical length LV while horizontal length LH is kept the same, as illustrated inFIGS. 4a and 4b . Alternatively, the arch section is divided in atop part 204B and abottom part 204A with, for example, a top end portion 204A.1 of thebottom part 204A being accommodated in a respective bottom end portion 204B.1 of thetop part 204B, as illustrated inFIG. 4c . Here, different heights H of thescaffolding section 100 are accommodated by usingbottom parts 204A having different lengths coupled to the sametop part 204B. Further alternatively, the different heights H of thescaffolding section 100 are accommodated by extending/retracting thebottom part 304A with respect to thetop part 304B in a telescopic fashion, as illustrated inFIG. 4d . - Referring to
FIG. 5 , in an alternative embodiment a top of thearch structure 402B is fastened—in a conventional manner using for example, welding—to theledger 402A and hascouplers 22 fastened thereto for mounting the same to the standards 10.1 and 10.2. Bottom parts 404A.1 and 404A.2 are coupled to thearch structure 402B in a conventional manner as described hereinabove, and to the respective standard 10.1, 10.2. - Referring to
FIG. 6 , in a further alternative embodiment arch sections 504.1, 504.2 each comprise a substantially straight top part 504B.1, 504B.2—instead of the curved top part 104B.1, 104B.2 illustrated inFIG. 1a —interposed between a substantially straight bottom part 504A.1, 504A.2 and substantially straight top end portion 504C.1, 504C.2 and angled thereto. - Referring to
FIG. 7 , provision of the arch section 104.1 enables secure attachment of aladder 602 to thescaffolding section 100 without obstructing a pathway through the scaffolding.Ladder support post 604—having theladder 602 securely mounted thereto viastandard ladder brackets 610—is securely mounted to thescaffolding section 100 viashort scaffold tube 606 which is securely mounted to the standard 10.1 and the arch section 104.1 using, for example, standard right angle wedge clamps 608. For simplicity, only securing of the bottom portion of theladder support post 604 is illustrated. As is evident to one skilled in the art, theladder support post 604 may be secured to the scaffold at different levels in a similar fashion. - The present invention has been described herein with regard to preferred embodiments. However, it will be obvious to persons skilled in the art that a number of variations and modifications can be made without departing from the scope of the invention as described herein.
Claims (13)
1. A scaffolding section comprising:
a first and a second standard;
a substantially horizontally oriented ledger connected to the first and the second standard a predetermined height above a bottom end of the first and the second standard; and,
an arch structure disposed between the first and the second standard and below the ledger, the arch structure comprising at least a top part, a substantially straight first bottom part and a substantially straight second bottom part, the first and the second bottom part being disposed along a substantial length of the first and the second standard, respectively, the arch structure being mounted to the ledger, to the first standard, and to the second standard.
2. The scaffolding section according to claim 1 wherein the first and the second bottom part are disposed in close proximity to the first and the second standard, respectively.
3. The scaffolding section according to claim 2 wherein the arch structure is mounted to each standard at a plurality of locations along the respective standard.
4. The scaffolding section according to claim 3 wherein the arch structure is mounted to each standard at a first location placed in close proximity to a bottom end of the respective standard and at a second location placed in a top part of the respective standard.
5. The scaffolding section according to claim 1 wherein the arch structure comprises a first arch section mounted to the first standard and the ledger and a second arch section mounted to the second standard and the ledger.
6. The scaffolding section according to claim 5 wherein the first arch section and the second arch section are removable mounted to the respective standard and the ledger.
7. The scaffolding section according to claim 6 wherein the first and the second bottom part are disposed in close proximity to the first and the second standard, respectively.
8. The scaffolding section according to claim 7 wherein the first arch section and the second arch section are mounted to the respective standard at a plurality of locations along thereof.
9. The scaffolding section according to claim 8 wherein the first arch section and the second arch section are mounted to the respective standard at a first location placed in close proximity to a bottom end of the respective standard and at a second location placed in a top part of the respective standard.
10. The scaffolding section according to claim 9 wherein the first arch section and the second arch section are mounted to the respective standard at a location placed between the first location and the second location.
11. The scaffolding section according to claim 8 wherein the first arch section and the second arch section are mounted to the respective standard using standard couplers fastened to respective rosettes placed at predetermined locations along the standard.
12. The scaffolding section according to claim 8 comprising a coupling tube mounted to the ledger, the coupling tube being adapted for accommodating a top end portion of the first arch section and the second arch section therein.
13. The scaffolding section according to claim 12 wherein the first arch section and the second arch section are rotatable about a longitudinal axis of the coupling tube.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA2,854,218 | 2014-06-12 | ||
| CA2854218A CA2854218A1 (en) | 2014-06-12 | 2014-06-12 | Scaffolding section |
| PCT/CA2015/000271 WO2015188249A1 (en) | 2014-06-12 | 2015-04-24 | Scaffolding section |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20170114555A1 true US20170114555A1 (en) | 2017-04-27 |
Family
ID=54784095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US15/317,210 Abandoned US20170114555A1 (en) | 2014-06-12 | 2015-04-24 | Scaffolding section |
Country Status (4)
| Country | Link |
|---|---|
| US (1) | US20170114555A1 (en) |
| EP (1) | EP3155188A4 (en) |
| CA (1) | CA2854218A1 (en) |
| WO (1) | WO2015188249A1 (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20220170278A1 (en) * | 2020-11-30 | 2022-06-02 | Urban Intelligence, Inc. | Sidewalk architectural features |
| US20230417071A1 (en) * | 2020-11-27 | 2023-12-28 | Three G Metal Fabrications Limited | A Scaffold Connection Element, Parts Thereof, and Associated Methods |
| USD1039714S1 (en) | 2021-05-03 | 2024-08-20 | Universal Builders Supply, LLC | Sidewalk canopy with transparent deck |
| USD1040371S1 (en) | 2021-05-03 | 2024-08-27 | Universal Builders Supply, LLC | Sidewalk canopy with opaque deck |
| US12404685B1 (en) | 2024-02-26 | 2025-09-02 | Core Scaffold Systems, Inc. | Sidewalk shed scaffold apparatus, system and method |
| USD1099367S1 (en) | 2024-03-07 | 2025-10-21 | Core Scaffold Systems, Inc. | Structure for a covered walkway or sidewalk shed |
| USD1100265S1 (en) | 2024-03-07 | 2025-10-28 | Core Scaffold Systems, Inc. | Column for a covered walkway or sidewalk shed |
| USD1101199S1 (en) | 2024-03-08 | 2025-11-04 | Core Scaffold Systems, Inc. | Column for a covered walkway or sidewalk shed |
| USD1101971S1 (en) | 2024-03-08 | 2025-11-11 | Core Scaffold Systems, Inc. | Column for a covered walkway or sidewalk shed |
| US12480317B2 (en) | 2021-03-04 | 2025-11-25 | Universal Builders Supply, LLC | Sidewalk shed |
| USD1114305S1 (en) | 2024-03-08 | 2026-02-17 | Core Scaffold Systems, Inc. | Sidewalk shed beam |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108350697B (en) * | 2015-09-02 | 2020-10-23 | 大西洋太平洋设备股份有限公司 | Scaffolding system |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3527320A (en) * | 1968-07-19 | 1970-09-08 | Bliss & Laughlin Ind | Extendable shoring scaffold |
| US4891926A (en) * | 1989-01-12 | 1990-01-09 | Dwight Allenbaugh | Walk-through scaffolding construction |
| US20020036118A1 (en) * | 1997-12-26 | 2002-03-28 | Nisso Sangyo, Co. Ltd. | Frames and structures assembled by same |
| US20030061779A1 (en) * | 2001-09-29 | 2003-04-03 | Wyse Steven J. | Multipurpose frame assembly |
| US20030226714A1 (en) * | 2002-06-05 | 2003-12-11 | Masino Michael D. | Plank securing assembly for scaffold constructions |
| US20090301815A1 (en) * | 2008-06-10 | 2009-12-10 | Rogers Peter J | Modular scaffold system |
| US20120228060A1 (en) * | 2008-06-10 | 2012-09-13 | Rogers Peter J | High capacity vertical member for use with modular scaffolding |
| US20160130824A1 (en) * | 2016-01-14 | 2016-05-12 | Teng-Wei Chang | Safe scaffold structure with guardrails |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2546676A (en) * | 1946-10-18 | 1951-03-27 | Universal Fitting & Scaffoldin | Sidewalk bridge scaffold |
| GB794431A (en) * | 1955-02-11 | 1958-05-07 | Mitchell Engineering Ltd | Improvements in or relating to scaffolding |
| DE19624633A1 (en) * | 1996-06-20 | 1998-01-02 | Langer Ruth Geb Layher | Support frame device |
| EP1016766A1 (en) * | 1998-12-29 | 2000-07-05 | Tatsuo Ono | Frames and structures assembled by same |
| CA2673670C (en) * | 2009-07-22 | 2016-10-04 | Athos Construction Products, Inc. | Reinforced ledger and knee brace system |
| US20130043095A1 (en) * | 2011-08-16 | 2013-02-21 | Stephen H. Thacker | Masonry scaffold system with truss level rosettes |
-
2014
- 2014-06-12 CA CA2854218A patent/CA2854218A1/en not_active Abandoned
-
2015
- 2015-04-24 US US15/317,210 patent/US20170114555A1/en not_active Abandoned
- 2015-04-24 WO PCT/CA2015/000271 patent/WO2015188249A1/en not_active Ceased
- 2015-04-24 EP EP15807328.8A patent/EP3155188A4/en not_active Withdrawn
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3527320A (en) * | 1968-07-19 | 1970-09-08 | Bliss & Laughlin Ind | Extendable shoring scaffold |
| US4891926A (en) * | 1989-01-12 | 1990-01-09 | Dwight Allenbaugh | Walk-through scaffolding construction |
| US20020036118A1 (en) * | 1997-12-26 | 2002-03-28 | Nisso Sangyo, Co. Ltd. | Frames and structures assembled by same |
| US20030061779A1 (en) * | 2001-09-29 | 2003-04-03 | Wyse Steven J. | Multipurpose frame assembly |
| US20030226714A1 (en) * | 2002-06-05 | 2003-12-11 | Masino Michael D. | Plank securing assembly for scaffold constructions |
| US20090301815A1 (en) * | 2008-06-10 | 2009-12-10 | Rogers Peter J | Modular scaffold system |
| US20120228060A1 (en) * | 2008-06-10 | 2012-09-13 | Rogers Peter J | High capacity vertical member for use with modular scaffolding |
| US20160130824A1 (en) * | 2016-01-14 | 2016-05-12 | Teng-Wei Chang | Safe scaffold structure with guardrails |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20230417071A1 (en) * | 2020-11-27 | 2023-12-28 | Three G Metal Fabrications Limited | A Scaffold Connection Element, Parts Thereof, and Associated Methods |
| US20220170278A1 (en) * | 2020-11-30 | 2022-06-02 | Urban Intelligence, Inc. | Sidewalk architectural features |
| US12480317B2 (en) | 2021-03-04 | 2025-11-25 | Universal Builders Supply, LLC | Sidewalk shed |
| USD1039714S1 (en) | 2021-05-03 | 2024-08-20 | Universal Builders Supply, LLC | Sidewalk canopy with transparent deck |
| USD1040371S1 (en) | 2021-05-03 | 2024-08-27 | Universal Builders Supply, LLC | Sidewalk canopy with opaque deck |
| US12404685B1 (en) | 2024-02-26 | 2025-09-02 | Core Scaffold Systems, Inc. | Sidewalk shed scaffold apparatus, system and method |
| USD1099367S1 (en) | 2024-03-07 | 2025-10-21 | Core Scaffold Systems, Inc. | Structure for a covered walkway or sidewalk shed |
| USD1100265S1 (en) | 2024-03-07 | 2025-10-28 | Core Scaffold Systems, Inc. | Column for a covered walkway or sidewalk shed |
| USD1101199S1 (en) | 2024-03-08 | 2025-11-04 | Core Scaffold Systems, Inc. | Column for a covered walkway or sidewalk shed |
| USD1101971S1 (en) | 2024-03-08 | 2025-11-11 | Core Scaffold Systems, Inc. | Column for a covered walkway or sidewalk shed |
| USD1114305S1 (en) | 2024-03-08 | 2026-02-17 | Core Scaffold Systems, Inc. | Sidewalk shed beam |
Also Published As
| Publication number | Publication date |
|---|---|
| CA2854218A1 (en) | 2015-12-12 |
| WO2015188249A1 (en) | 2015-12-17 |
| WO2015188249A9 (en) | 2016-12-22 |
| EP3155188A4 (en) | 2017-11-01 |
| EP3155188A1 (en) | 2017-04-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AS | Assignment |
Owner name: HENNEJAK INC., CANADA Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:HENNEBERRY, DARREN;HENNEBERRY, GARY;REEL/FRAME:042437/0641 Effective date: 20161208 |
|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |