EP1765533B1 - Clamping apparatus and apparatus for use in erecting temporary guard rails - Google Patents
Clamping apparatus and apparatus for use in erecting temporary guard rails Download PDFInfo
- Publication number
- EP1765533B1 EP1765533B1 EP05769574.4A EP05769574A EP1765533B1 EP 1765533 B1 EP1765533 B1 EP 1765533B1 EP 05769574 A EP05769574 A EP 05769574A EP 1765533 B1 EP1765533 B1 EP 1765533B1
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- EP
- European Patent Office
- Prior art keywords
- support plate
- collar
- stanchion
- post
- attached
- 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.)
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- 229910052751 metal Inorganic materials 0.000 claims description 16
- 239000002184 metal Substances 0.000 claims description 16
- 230000000712 assembly Effects 0.000 claims description 12
- 238000000429 assembly Methods 0.000 claims description 12
- 210000003371 toe Anatomy 0.000 description 12
- 230000002093 peripheral effect Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 239000011152 fibreglass Substances 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002990 reinforced plastic Substances 0.000 description 1
- 210000000453 second toe Anatomy 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- 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
- E04G21/3223—Means supported by building floors or flat roofs, e.g. safety railings
- E04G21/3233—Means supported by building floors or flat roofs, e.g. safety railings without permanent provision in the floor or roof
- E04G21/3242—Means supported by building floors or flat roofs, e.g. safety railings without permanent provision in the floor or roof using clamps
Definitions
- the present disclosure relates to temporary guard rail systems disposed at the peripheral edge of a structure such as an elevated floor slab.
- the present invention relates to a clamping apparatus according to claim 1 that can be used, inter alia, in the erection of such a temporary guard rail system.
- Typical of systems used in constructing temporary guard rails or other perimeter guard constructions are those disclosed in U.S. Patent Nos. 3,863,900 ; 3,995,833 ; 5,029,670 ; 6,585,080 ; and 6,679,482 .
- U.S. Patent No. 5,560,588 there is disclosed a support for a temporary guard railing that comprises a base adapted to be removably attached to a floor surface, e.g., the surface of a slab, and support walls upstanding from the base and defining between them an inwardly opening socket for receipt of a post. At least one pair of parallel rail guide flanges are adjoined to the base and project laterally outwardly with respect to one of the support walls whereby a rail such as a 50.8 mm x 101.6 mm (2 inch x 4 inch) can be received between the rail guide flanges.
- the support disclosed in U.S. Patent No. 5,560,588 has found widespread success in the construction industry, particularly, in use in forming temporary guard rails around wooden floors, stairs and the like. Further, while the support system disclosed in U.S.
- Patent No. 5,560,588 can be employed with concrete slabs, stairs and the like, it suffers from the disadvantage that in such circumstances holes must be drilled into the concrete slab in order to mount the support. This is time consuming and furthermore requires, in many cases, that the drill holes be patched once the temporary guard rail system is removed.
- clamp assemblies that can be used to clamp along the peripheral edge of a slab, stairs, or similar structure, have a wide variety of uses in addition to being used in the construction of a temporary guard rail.
- US 3 756 568 A discloses an apparatus according to the preamble of claim 1.
- the present invention provides an apparatus for clamping a structure at its edge, according to claim 1.
- the term "structure,” “structural members” or any variation thereof, with which the apparatus of the present invention would be used is intended to mean a slab, concrete or otherwise, a parapet, a stair, or for that matter, any structural body that has a peripheral edge or edges and that has opposed surfaces, e.g., top and bottom, which can be engaged by the clamping apparatus of the present invention in a compressive type engagement.
- a temporary guard rail system employing the apparatus of the present disclosure is shown.
- a slab shown generally as 10 which could be the floor of a multi-story structure, has a peripheral edge 12. Spaced at intervals along the peripheral edge 12 are a series of clamping apparatuses shown generally as 14 and described more fully below.
- a temporary guard rail system comprising generally vertically, upwardly extending support posts 16, supported by clamping apparatus 14, toe boards 18, mid rails 20, and top rails 22 extends around the periphery 12 of the slab 10.
- the temporary rail is comprised of wood, e.g., 50.8 mm x 101.6 mm's (2 inch x 4 inch 's) and the like, it will be recognized that it could be made of steel, aluminum or other materials, if desired.
- Clamping apparatus 14 comprises a stanchion 17 having a front surface 18 and a back, opposed surface 20, surface 20 being provided with a series of apertures 22 spaced longitudinally therealong. At its lower end, stanchion 17 is welded to a first clamping assembly shown generally as 24, which can conveniently comprise a pair of side support plates 26 to which, in turn, is welded a plate or pad 28 that extends laterally outwardly from support plates 26.
- first clamping assembly 24 is fixedly attached to stanchion 17, it will be appreciated that provision could be made to have clamping assembly 24 slidably moveable along stanchion 17.
- Component 30A is comprised of a collar formed by spaced first and second plates 32 and 34, which are attached to a rib 36 welded therebetween, rib 36 being adjacent front surface 18 of stanchion 17.
- a second rib 38, spaced from rib 36, is welded to plates 32 and 34, plates 32, 34 and ribs 36 and 38 serving to form a collar that is slidably mounted on stanchion 17.
- Stanchion 17 is provided at its upper end with a stop 19 that prevents the collar from being inadvertently removed or slipping off when the apparatus is being moved from job site to job site.
- Rib 38 carries a fixed dog 40, which as shown in Figs. 3 and 6 , is received in one of the apertures 22.
- Welded to the underside of cross-member 42 is a threaded nut 44 in which is threadedly received a bolt 46.
- a second collar formed by a generally U-shaped member having a first leg 50, a second leg 52, legs 50 and 52 being interconnected by a web 54.
- Legs 50 and 52 are welded to a top or bearing plate 56, portions of legs 50 and 52, web 54 and the edge of bearing plate 56 adjacent surface 20 of stanchion 17 forming a collar slidably moveable on stanchion 17.
- Legs 50 and 52 are also welded to a support plate 58 that extends laterally outwardly away from stanchion 17, i.e., in a direction away from surface 20. Effectively, the portion of legs 50 and 52 welded to support plate 58 and bearing plate 56 form a second frame which is longitudinally movable, relative to stanchion 17, with the collar formed by legs 50 and 52, web 54 and bearing plate 56.
- support plate 58 comprises a generally rectangular portion 60 and a generally trapezoidal portion 62.
- Support plate 58 is provided with a series of bores 63, four of such bores being in the rectangular portion 60 of support plate 58 and one of said bores 63 being in the generally trapezoidal portion 62 of support plate 58.
- Holder 70 Secured to support plate 58 is a holder, shown generally as 70, in which is removably positioned post 16.
- Holder 70 comprises a base 72 in which are four holes 74 which are in register with the four holes 63 in support plate 58.
- Base 72 of holder 70 is connected to support plate 60 by means of nut/bolt assemblies 75.
- the heads of nut/bolt assemblies 75 are provided with projections 76 that are generally sharp or roughened surface and that can bite into the top surface 10A of slab 10.
- similar nut/bolt assemblies 75 that are received through the bore in the trapezoidal portion 62 of support plate 58 have a similar projection that likewise can bite into the surface 10A of slab 10.
- any reference to support plate 58 being "adjacent" or “closely adjacent” to surface 10A is intended to take into account a spacing or standoff between support plate 58 and surface 10A occasioned by the thickness of the heads of the connector 75 and/or any projections, etc. that are integrally formed on the bottom surface of support plate 58.
- holder 70 there are four upstanding support walls 77, 78, 80 and 82, which are attached to base 72.
- Adjoining base 72 and projecting laterally outwardly from support wall 76 are a pair of rail guide flanges 84 and 86 which, as seen in Figs. 4 and 5 , are dimensioned so as to receive a toe board, generally a 50.8 mm x 101.6 mm (2 inch x 4 inch), therebetween.
- a pair of guide flanges 90 and 92 adjoin base 72 and project outwardly laterally from support wall 80 in generally parallel alignment with flanges 84 and 86.
- a second toe board 94 is received in the space between flanges 90 and 92 in the manner described above with respect to toe board 88.
- there are also rail guide flanges essentially the same as flanges 84, 86 and 90, 92, that are attached to base 72, are orthogonal to flanges 84, 86, 90 and 92 and that project laterally outwardly from support walls 78 and 82.
- a pair of the rail guide flanges form a channel for receiving the end of bearing plate 56 distal stanchion 17 to which is attached abutment 57 that abuts wall 82 of holder 70.
- holder 70 is essentially as described in U.S. Patent No. 5,560,588 .
- holder 70 is secured to support plate 58 by means of nut/bolt assemblies 75 and with plate 28 of clamping assembly 24 engaging surface 10B of slab 10 and support plate 58, via projections 76, engaging surface 10A of slab 10, when dog 40 is received in the appropriate aperture 22 and bolt 46 tightened against bearing plate 56, support plate 58 will be effectively compressively urged against surface 10A.
- the heads of nut/bolt assemblies 75 and projections 76 may prevent direct contact between support plate 58 and the surface 10A of slab 10, support plate 58 is effectively operatively compressively engaged against slab 10. Because holder 70 is secured to support plate 58 as described above, holder 70 is effectively clamped to slab 10 without the need for drilling holes in slab 10.
- Figs. 8 and 9 depict a slightly different embodiment of component 30A of second clamping assembly 30.
- plate 32A and a corresponding, spaced plate 34A are interconnected by means of elongate teeth 100 and 102, plates 32A and 34A, together with teeth 100 and 102 forming a collar that is slidably moveable on stanchion 17A, tooth 100 being positioned to engage back surface 20A of stanchion 17A, tooth 102 being positioned to engage front surface 18A of stanchion 17A.
- FIG. 10 the embodiment shown therein differs from the embodiments shown in Fig. 3 in that instead of the holder 70 described with reference to the embodiment shown in Fig.
- socket forming member 120 secured to support plate 58A and side plates 50A and 52A, socket forming member 120 forming a socket 122 in which is received a pair of 50.8 mm x 101.6 mm 's (2 inch x 4 inch 's) 124 and 126, 50.8 mm x 101.6 mm 's (2 inch x 4 inch 's) 124 and 126 cooperating to form a vertical post to which can be attached side rails 128 and 130 by suitable fasteners such as nails, screws or the like.
- a channel 132 formed by an L-shaped bracket 134 of support plate 58A. Received in channel 132 is a toe board 136. As can also be seen, particularly in Fig.
- FIG. 12 there is shown a slightly modified embodiment of the apparatus of the present disclosure shown in Figs. 10 and 11 .
- the embodiment of Fig. 12 differs from that shown in Figs. 10 and 11 in that instead of the upward post being formed by two 50.8 mm x 101.6 mm 's (2 inch x 4 inch 's) 124 and 126, received in a socket 122, there is a metal post 140 that is welded to support plate 58A and has secured thereto a series of L-shaped brackets 142 and 144 in which can be received generally horizontally extending side rails 146 and 148, respectively.
- stanchion 17A serves as the upright post or support for the horizontal rail members to form the temporary guard rail.
- stanchion 17A is comprised of a fixed section 160 and a moveable section 162, section 162 being telescopically received over section 160 although it could be received telescopically in section 160 or otherwise be attached to be slidably moveable with respect to section 160.
- Section 160 has a series of longitudinally spaced holes 164, the holes 164 being on opposite faces or surfaces of fixed section 160 and being in register with one another.
- stanchion 17A can be adjusted to the desired height to form the upright post of a temporary guard rail system so as to take into account slabs of varying therebetween.
- fixed section 162 has a plurality of vertically spaced collars 173 and 175 in which are received side rails 174 and 176.
- Secured to side plates 50B and 52B, and to support plate 58B are a series of spaced flanges forming channels 180, 182 and 184. Channels 180, 182 and 184 are dimensioned so as to receive toe boards 186, 188 and 190, respectively.
- the toe boards are notched as at 192 to insure the bottom edge of toe boards, is closely adjacent surface 10A of slab 10 to prevent tools or other objects from falling off of slab 10 onto workers below.
- Figs. 15 and 16 there is shown an embodiment of the present disclosure suitable for use in clamping to the edge of a structural member having non-parallel spaced surfaces and/or spaced surfaces wherein one or more of the surfaces is at an angle to the horizontal.
- the apparatus shown in Figs. 15 and 16 can be used in conjunction with the support or post holder 70 described with respect to Fig. 3 to erect a temporary rail on a preformed concrete stair.
- the stairs, shown generally as 200 has a series of treads 202, which are generally horizontally disposed and interconnected by risers 204.
- the underside 206 of the stair 200 is at an angle to the horizontal and hence at an angle to the treads 202.
- the clamping apparatus has a stanchion 208 at the lower most end of which is attached a first clamping assembly comprised of side braces 210 and 212 to which are welded a pad 214, pad 214, as shown, being engageable with surface 206 of stairs 200.
- the clamping assembly has a support plate 216 to which is attached holder 70 in the same manner as described above with respect to the embodiment of Fig. 3 .
- Support plate 216 is attached to a back plate 218 and a spaced, front plate 220, plates 218 and 220 extending upwardly from support plate 216.
- plates 218 and 220 are spanned by and connected to a series of bearing plates 222, 224 and 226 ( Fig. 15 ).
- Bearing plates 222, 224 and 226, as seen in Fig. 15 form a trapezoidal structure.
- back plate and face plate 218 and 220 are connected to support plate 216, such that any compressive force urged against any of bearing plates 222, 224 and 226 is transferred to support plate 216.
- Plates 218 and 220 have registering bores in which is journaled a shaft 228.
- One end of shaft 228 is connected to a collar 230, which is slidably mounted on stanchion 208. Since shaft 228 is rotatably journaled in plates 218 and 220, collar 230 and hence stanchion 218 are rotatable relative to support plates 222, 224 and 226 or support plate 216.
- a collar 240 similar to component 30A shown in Fig.
- FIG. 3 is also slidably mounted on stanchion 208 and carries a threaded bolt 242 that is received in a threaded receptacle 244 attached to collar 240.
- bolt 242 can be tightened against bearing plate 222 with the result that pad 214 and support plate 216 will compressively engage surface 206 and tread 202.
- support plate 216 is provided with upturned flanges 216A and 216B of one of which, 216A, nests in the corner between the tread 202 and the riser 204.
- the apparatus disclosed in Fig. 15 and 16 can be used on either side of a stair to form a temporary guard rail.
- a temporary guard rail along the stair 200 can be erected, for example, by using two 50.8 mm x 101.6 mm's (2 inch x 4 inch 's), 260 and 262 received in holder 70 and attached by nails or the like to hand rails 264.
- a socket forming member such as member 120 could be welded to support plate 216, as per Fig. 10
- a post 140 such as shown in Fig. 12 could be welded to support plate 216, in both cases the socket forming member and post also being secured, if desired, to the back plate 218.
- FIGs. 17 and 18 there is shown an embodiment of the present invention suitable for use in clamping the edge of a structural member having non-parallel, spaced surfaces and/or spaced surfaces wherein one or more of the surfaces is at an angle to the horizontal.
- the apparatus shown in Figs. 17 and 18 can be used in conjunction with the support or post holder 70 described with respect to Fig. 1 to erect a temporary rail on a preformed concrete stair or other such structure.
- the clamping apparatus shown in Figs. 17 and 18 includes a stanchion 300 at the lower most end of which is attached a first clamping assembly shown generally as 302, clamping assembly 302 being substantially the same as the first clamping assembly shown in Figs. 15 and 16 .
- the clamping apparatus also includes a support plate 308, having an upturned flange 309. Attached to support plate 308 is a back plate 310 and a spaced front plate, plates 310 and 312 extending upwardly from support plate 308. Plates 310 and 312 are spanned by and connected to an arcuate bearing plate 314 forming an arcuate bearing surface 316.
- the stanchion 300 is rotatably journaled in back plate 310 and front plate 312 such that stanchion 300 can be rotated to accommodate differing angles between the treads 202 and the underside 206 of stair 200.
- the clamping apparatus shown in Figs. 17 and 18 like the clamping apparatus shown in Fig. 10 , includes a post 318 conveniently formed by a piece of square tubing which is welded to support plate 308 as shown at 320.
- U-shaped members 322 Pivotally attached to plates 318 by a series of pins 320 received in holes in plates 318 are spaced U-shaped members 322 forming an upwardly opening channel for receipt of a rail member 324. Since U-shaped members 322 can be rotated relative to post 318, the rails 324 can be oriented at proper angle relative to the stairs 200 or other structure.
- flange 309 cooperates with post 318 to form an upwardly open channel for receipt of the toe board in the event the clamping apparatus is used on a structure having generally parallel upper and lower surfaces.
- Figs. 19 and 20 there is shown yet another embodiment of the present disclosure for use with stairs or structures having non-parallel upper and lower surfaces to which the clamp is attached.
- the clamping apparatus shown in Figs. 19 and 20 has a stanchion 400 to the lower end of which is pivotally attached a jaw member 402 which forms a first clamping assembly.
- Jaw member 402 includes a section of box tubing 404 which, as seen in Fig. 20 , is pivotally attached to the lower end of stanchion 400 by means of a shaft 406.
- Jaw member 402 also includes a laterally extending gripping member 408 attached to box tubing 404, member 408 being conveniently formed by a piece of angle iron, gripping member 408 having what can be generally referred to as a knife edge 410.
- the term "knife edge” as used herein is intended to include not only a sharp edge but also edges that may not be sharp but which forms an elongate, relatively narrow bearing surface such that any compressive force applied is concentrated along the narrow path defined by the edge.
- the clamping apparatus of Figs. 19 and 20 also includes at least one U-shaped member 412 which is secured to a shaft 414 which in turn is received in registering slots 416 in stanchion 400.
- One end of shaft 414 is rigidly attached to U-shaped member 412, while the other end which extends through stanchion 400 is threaded to receive a nut 418.
- U-shaped member 412 can be rotated to any orientation relative to stanchion 400.
- U-shaped member 412 can be adjusted longitudinally along the length of post 400. The net result allows a rail 420 to be oriented relative to the stairs 200 at the proper disposition both as to height above the stairs 200, an angularly with respect to the treads 202.
- knife edge 410 can be positioned to engage the underside 206 of stair 200 over a wide range of angles of the underside surface 206 relative to tread 202. Accordingly, it will be recognized that when the support plate 422 is urged against a tread 202, edge 410 will grippingly engage the underside 206 of stair 200 and because of the small bearing area of edge 410, a concentrated compressive force will be exerted on the underside 206 of stairs 200.
- Figs. 21 and 22 there is shown yet another embodiment of the clamping apparatus of the present invention for use with a structural member having non-parallel spaced surfaces and/or spaced surfaces wherein one or more of the surfaces is at an angle to the horizontal.
- the clamping apparatus shown in Figs. 21 and 22 is substantially the same as that shown in Figs. 17 and 18 with the exception that instead of a metal post 318 as shown in Figs. 18 and 18 , a rectangular socket 500 is formed by a series of upwardly extending plates attached to support plate 502.
- Socket 500 forms a receptacle for a pair of 50.8 mm x 101.6 mm's (2 inch x 4 inch 's) 504 and 506 to which can be nailed rails 508 to form a guard rail along the edge of stairs 200 or the edge of a structural member having non-parallel spaced surfaces.
- the operation of the clamping apparatus shown in Figs. 21 and 22 is substantially the same as that shown in Figs. 17 and 18 which in turn is substantially the same as that shown in Figs. 15 and 16 with the exception that the bearing plate 314 is arcuate and forms an arcuate bearing surface 316 which ensures direct point contact with tightening bolt 510 against surface 316 over a wide range of angles.
- one wall of the socket 500 is provided with a hole 520 such that nails, screws or the like, indicated as 522, could be passed through a toe board 524 such that the toe board 524 would be secured to the 50.8 mm x 101.6 mm's (2 inch x 4 inch's) 506 when the clamping apparatus is used on a structure with an upper surface that is substantially horizontal or when the upper and lower surface are parallel.
- Fig. 23 shows a variation of the clamping apparatus shown in Figs. 21 and 22 wherein the lower clamping assembly shown generally as 600 includes a laterally extending gripping member 602 formed conveniently by a piece of angle iron, the gripping member 602 having a knife edge, as that term is described above, which engages the bottom surface 206 of the stairs 200.
- the knife edge 604 provides an elongate but narrow bearing area ensuring that a concentrated compressive force will be exerted on the underside 206 of stairs 200 when the stairs 200 are clamped between the upper and lower clamping assemblies of the clamping apparatus.
- a holder shown generally as 70 in Figs. 3 , 4 and 5 could be secured to the support plate, the holder serving the same purpose as described above with respect to the embodiments shown in Figs. 3 , 4 and 5 .
- any type of socket forming member could be secured to the support plate such that the socket could be sized and shaped to accommodate not only two 50.8 mm x 101.6 mm 's (2 inch x 4 inch 's) as described above, but a square metal tube, a round metal tube, a fiberglass rod or tube, etc.
- the socket is shown as abutting the front plate of the housing upon which the arcuate bearing plate is mounted, it will be appreciated that the socket could be freestanding and spaced from the front plate.
- any size or shape of socket can be employed such that any size and shape of rod out of a variety of materials can be removably positioned in the socket.
- the socket could include registering bores on opposed faces such that a holding pin could be placed through the registering bores as well as registering bores in the metal tube or the like to prevent the tube from being dislodged.
- provision could be made, if desired, to affix a toe board to any shape or type of tube or post whether it be metal, wood, fiberglass, etc. when the clamping apparatus was used on a structure having opposed, generally horizontal surfaces.
- the rail or railing e.g., rail 420
- rail 420 is shown as being wood, e.g., a 50.8 mm x 101.6 mm (2 inch x 4 inch), it will be understood that the railing could be of metal, fiberglass, reinforced plastics, etc.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Clamps And Clips (AREA)
- Vehicle Cleaning, Maintenance, Repair, Refitting, And Outriggers (AREA)
Description
- The present disclosure relates to temporary guard rail systems disposed at the peripheral edge of a structure such as an elevated floor slab. The present invention relates to a clamping apparatus according to claim 1 that can be used, inter alia, in the erection of such a temporary guard rail system.
- In the construction industry, commercial, industrial and multi-unit residential buildings are typically constructed with a framework of steel girders. The framework for the various floor levels as formed, concrete floor slabs are poured so that the workmen on the project have floor support upon which to perform their task. Since the floor slabs are poured before the building walls are constructed, it is important to create some type of perimeter guard at the edges of the floor slabs to prevent workers from inadvertently falling off the edge of a floor slab without realizing they are near the edge. Additionally, perimeter guard rails, to meet certain governmental standards, have to have a toe board that generally abuts the top surface of the slab so as to prevent tools and construction materials from falling off the edge of the slab onto workers below.
- For many years temporary guard rails forming perimeter guards for floor slabs in a multi-story building or the like have been provided by installing temporary stanchions or posts at spaced intervals around the perimeter of an elevated floor slab. The posts or stanchions provide vertical supports to which horizontal guard rails can be attached to form the temporary guard rail around the perimeter of the floor slab.
- Typical of systems used in constructing temporary guard rails or other perimeter guard constructions are those disclosed in
U.S. Patent Nos. 3,863,900 ;3,995,833 ;5,029,670 ;6,585,080 ; and6,679,482 . - In
U.S. Patent No. 5,560,588 there is disclosed a support for a temporary guard railing that comprises a base adapted to be removably attached to a floor surface, e.g., the surface of a slab, and support walls upstanding from the base and defining between them an inwardly opening socket for receipt of a post. At least one pair of parallel rail guide flanges are adjoined to the base and project laterally outwardly with respect to one of the support walls whereby a rail such as a 50.8 mm x 101.6 mm (2 inch x 4 inch) can be received between the rail guide flanges. The support disclosed inU.S. Patent No. 5,560,588 has found widespread success in the construction industry, particularly, in use in forming temporary guard rails around wooden floors, stairs and the like. Further, while the support system disclosed in U.S. - Patent No.
5,560,588 can be employed with concrete slabs, stairs and the like, it suffers from the disadvantage that in such circumstances holes must be drilled into the concrete slab in order to mount the support. This is time consuming and furthermore requires, in many cases, that the drill holes be patched once the temporary guard rail system is removed. - Aside from erecting temporary guard rails along the peripheral edges of floor slabs, stairs and the like, clamp assemblies that can be used to clamp along the peripheral edge of a slab, stairs, or similar structure, have a wide variety of uses in addition to being used in the construction of a temporary guard rail.
-
US 3 756 568 A discloses an apparatus according to the preamble of claim 1. - The present invention provides an apparatus for clamping a structure at its edge, according to claim 1.
- The embodiments of
figures 17 ,18 and21 to 23 form part of the invention according to the claims. - The embodiments of
figures 1 to 16 ,19 ,20 do not form part of the invention according to the claims. -
Fig. 1 is a plan view of a portion of a guard rail system constructed using the apparatus of the disclosure. -
Fig. 2 is an elevational view of the guard rail system shown inFig. 1 . -
Fig. 3 is an elevational view, partly in section, taken along the lines 3-3 ofFig. 2 . -
Fig. 4 is a cross-sectional view taken along the lines 4-4 ofFig. 3 . -
Fig. 5 is a cross-sectional view taken along the lines of 5-5 ofFig. 3 . -
Fig. 6 is a cross-sectional view taken along the lines of 6-6 ofFig. 3 . -
Fig. 7 is an elevational view, partly in section, showing a portion of the second clamping assembly used in the apparatus depicted inFig. 3 . -
Fig. 8 is a top, plan view of an embodiment shown inFig. 9 . -
Fig. 9 is a view similar toFig. 7 showing a portion of the second clamping assembly used in the apparatus of the disclosure. -
Fig. 10 is an elevational view, partly in section, showing another embodiment of the clamping apparatus. -
Fig. 11 is a view taken along the lines 11-11 ofFig. 10 . -
Fig. 12 is an elevational view, partly in section, showing still another embodiment of the clamping apparatus. -
Fig. 13 is an elevational view, partly in section, showing another embodiment of the clamping apparatus. -
Fig. 14 is a view taken along the lines 14-14 ofFig. 13 . -
Fig. 15 is an elevational view of another embodiment of the clamping apparatus. -
Fig. 16 is a view taken along the lines 16-16 ofFig. 15 . -
Fig. 17 is an elevational view of an embodiment of the clamping apparatus of the present invention. -
Fig. 18 is a view taken along the lines 18-18 ofFig. 17 . -
Fig. 19 is an elevational view of another embodiment of the clamping apparatus. -
Fig. 20 is a view taken along the lines 20-20 ofFig. 19 . -
Fig. 21 is an elevational view of another embodiment of the clamping apparatus of the present invention and -
Fig. 22 is a view taken along the lines 22-22 ofFig. 21 . -
Fig. 23 is a partial, elevational view showing a modification of the clamping apparatus shown inFigs. 21 and22 . - As used herein, the term "structure," "structural members" or any variation thereof, with which the apparatus of the present invention would be used, is intended to mean a slab, concrete or otherwise, a parapet, a stair, or for that matter, any structural body that has a peripheral edge or edges and that has opposed surfaces, e.g., top and bottom, which can be engaged by the clamping apparatus of the present invention in a compressive type engagement.
- Referring then to
Figs. 1 and 2 , a temporary guard rail system employing the apparatus of the present disclosure is shown. A slab shown generally as 10, which could be the floor of a multi-story structure, has aperipheral edge 12. Spaced at intervals along theperipheral edge 12 are a series of clamping apparatuses shown generally as 14 and described more fully below. A temporary guard rail system comprising generally vertically, upwardly extendingsupport posts 16, supported byclamping apparatus 14,toe boards 18,mid rails 20, andtop rails 22 extends around theperiphery 12 of theslab 10. Although, as shown, the temporary rail is comprised of wood, e.g., 50.8 mm x 101.6 mm's (2 inch x 4 inch 's) and the like, it will be recognized that it could be made of steel, aluminum or other materials, if desired. - Turning now to
Fig. 3 , there is shown in greater detail an embodiment of the clamping apparatus of the present disclosure. Clampingapparatus 14 comprises astanchion 17 having afront surface 18 and a back, opposedsurface 20,surface 20 being provided with a series ofapertures 22 spaced longitudinally therealong. At its lower end,stanchion 17 is welded to a first clamping assembly shown generally as 24, which can conveniently comprise a pair ofside support plates 26 to which, in turn, is welded a plate orpad 28 that extends laterally outwardly fromsupport plates 26. - While
first clamping assembly 24, as shown, is fixedly attached tostanchion 17, it will be appreciated that provision could be made to have clampingassembly 24 slidably moveable alongstanchion 17. - There is also a second clamping assembly shown generally as 30 that basically comprises two main components, 30A and 30B.
Component 30A is comprised of a collar formed by spaced first andsecond plates rib 36 welded therebetween,rib 36 beingadjacent front surface 18 ofstanchion 17. Asecond rib 38, spaced fromrib 36, is welded toplates plates ribs stanchion 17. Stanchion 17 is provided at its upper end with astop 19 that prevents the collar from being inadvertently removed or slipping off when the apparatus is being moved from job site to job site.Rib 38 carries afixed dog 40, which as shown inFigs. 3 and6 , is received in one of theapertures 22.Plates cross-member 42, form a frame extending outwardly fromback surface 20 ofstanchion 17. Welded to the underside ofcross-member 42 is a threadednut 44 in which is threadedly received abolt 46. - Turning now to
component 30B ofsecond clamping assembly 30, and as best seen with respect toFigs. 3 ,4 and 5 , there is a second collar formed by a generally U-shaped member having afirst leg 50, asecond leg 52,legs web 54.Legs plate 56, portions oflegs web 54 and the edge of bearingplate 56adjacent surface 20 ofstanchion 17 forming a collar slidably moveable onstanchion 17.Legs support plate 58 that extends laterally outwardly away fromstanchion 17, i.e., in a direction away fromsurface 20. Effectively, the portion oflegs plate 58 and bearingplate 56 form a second frame which is longitudinally movable, relative tostanchion 17, with the collar formed bylegs web 54 and bearingplate 56. - As best seen in
Figs. 3 ,4 and 5 ,support plate 58 comprises a generally rectangular portion 60 and a generallytrapezoidal portion 62.Support plate 58 is provided with a series ofbores 63, four of such bores being in the rectangular portion 60 ofsupport plate 58 and one of said bores 63 being in the generallytrapezoidal portion 62 ofsupport plate 58. - Secured to support
plate 58 is a holder, shown generally as 70, in which is removably positionedpost 16.Holder 70 comprises a base 72 in which are fourholes 74 which are in register with the fourholes 63 insupport plate 58.Base 72 ofholder 70 is connected to support plate 60 by means of nut/bolt assemblies 75. The heads of nut/bolt assemblies 75 are provided withprojections 76 that are generally sharp or roughened surface and that can bite into thetop surface 10A ofslab 10. In like fashion, similar nut/bolt assemblies 75 that are received through the bore in thetrapezoidal portion 62 ofsupport plate 58 have a similar projection that likewise can bite into thesurface 10A ofslab 10. It will be understood that rather having biting projections on the heads of thenut bolt assemblies 75, it is possible to provide the underside or bottom surface ofsupport plate 58 with integral projections or a roughened surface which would accomplish the same function. Further, nut/bolt assemblies could be dispensed with in lieu of four threaded studs welded to supportplate 58, i.e., the nuts would be received on the threaded studs. - It will also be understood that while
support plate 58, when such projections are present, will not lie directly against thesurface 10A ofslab 10, it is closely adjacent such that when the clamping assembly clampsslab 10 therebetween,support plate 58 is effectively operatively compressively engaged with thesurface 10A ofslab 10. Accordingly, any reference to supportplate 58 being "adjacent" or "closely adjacent" to surface 10A is intended to take into account a spacing or standoff betweensupport plate 58 andsurface 10A occasioned by the thickness of the heads of theconnector 75 and/or any projections, etc. that are integrally formed on the bottom surface ofsupport plate 58. - Returning to the construction of
holder 70, there are fourupstanding support walls base 72. Adjoiningbase 72 and projecting laterally outwardly fromsupport wall 76 are a pair ofrail guide flanges Figs. 4 and 5 , are dimensioned so as to receive a toe board, generally a 50.8 mm x 101.6 mm (2 inch x 4 inch), therebetween. In like fashion, a pair ofguide flanges adjoin base 72 and project outwardly laterally fromsupport wall 80 in generally parallel alignment withflanges
toe board 94 is received in the space betweenflanges toe board 88. As can be seen inFigs. 4 and 5 , there are also rail guide flanges, essentially the same asflanges base 72, are orthogonal toflanges support walls Fig. 5 , a pair of the rail guide flanges form a channel for receiving the end of bearingplate 56distal stanchion 17 to which is attachedabutment 57 that abutswall 82 ofholder 70. Basicallyholder 70 is essentially as described inU.S. Patent No. 5,560,588 . In any event, as can be seen with reference toFig. 3 , whenholder 70 is secured to supportplate 58 by means of nut/bolt assemblies 75 and withplate 28 of clampingassembly 24engaging surface 10B ofslab 10 andsupport plate 58, viaprojections 76, engagingsurface 10A ofslab 10, whendog 40 is received in theappropriate aperture 22 andbolt 46 tightened against bearingplate 56,support plate 58 will be effectively compressively urged againstsurface 10A. In this respect, and as noted, while the heads of nut/bolt assemblies 75 andprojections 76 may prevent direct contact betweensupport plate 58 and thesurface 10A ofslab 10,support plate 58 is effectively operatively compressively engaged againstslab 10. Becauseholder 70 is secured to supportplate 58 as described above,holder 70 is effectively clamped toslab 10 without the need for drilling holes inslab 10. -
Figs. 8 and 9 depict a slightly different embodiment ofcomponent 30A ofsecond clamping assembly 30. In this regard,plate 32A and a corresponding, spacedplate 34A are interconnected by means ofelongate teeth plates teeth stanchion 17A,tooth 100 being positioned to engage backsurface 20A ofstanchion 17A,tooth 102 being positioned to engagefront surface 18A ofstanchion 17A. As can be seen, whenscrew 46 is tightened intonut 44 and urged compressively against bearingplate 56, because of the angle alpha at which theteeth 101 and 102 are disposed,component 30A will be cocked asnut 46 is tightened against bearingplate 56, causingteeth surfaces - Turning now to
Figs. 10, 11 and12 , there are shown modified embodiments of the present disclosure. With reference first toFig. 10 , the embodiment shown therein differs from the embodiments shown inFig. 3 in that instead of theholder 70 described with reference to the embodiment shown inFig. 3 , there is asocket forming member 120 secured to supportplate 58A andside plates socket forming member 120 forming asocket 122 in which is received a pair of 50.8 mm x 101.6 mm 's (2 inch x 4 inch 's) 124 and 126, 50.8 mm x 101.6 mm 's (2 inch x 4 inch 's) 124 and 126 cooperating to form a vertical post to which can be attached side rails 128 and 130 by suitable fasteners such as nails, screws or the like. Additionally, there is achannel 132 formed by an L-shapedbracket 134 ofsupport plate 58A. Received inchannel 132 is atoe board 136. As can also be seen, particularly inFig. 11 , there are two nut/bolt assemblies 75A that are received insection 62A ofsupport plate 58A, the nut/bolt assemblies with projections 76A being positioned such that they are on either side of a line passing through the long axis of bolt
46. Accordingly, asbolt 46 is tightened, the force transmitted to supportplate 58A is more evenly distributed ensuring good compressive engagement betweensupport plate 58A andsurface 10A. - Referring now to
Fig. 12 , there is shown a slightly modified embodiment of the apparatus of the present disclosure shown inFigs. 10 and 11 . The embodiment ofFig. 12 differs from that shown inFigs. 10 and 11 in that instead of the upward post being formed by two 50.8 mm x 101.6 mm 's (2 inch x 4 inch 's) 124 and 126, received in asocket 122, there is ametal post 140 that is welded to supportplate 58A and has secured thereto a series of L-shapedbrackets side rails - Turning now to
Figs. 13 and 14 , there is shown still another embodiment of the apparatus of the present disclosure. In the embodiment shown inFigs. 13 and 14 , thestanchion 17A serves as the upright post or support for the horizontal rail members to form the temporary guard rail. As can be seen,stanchion 17A is comprised of a fixedsection 160 and amoveable section 162,section 162 being telescopically received oversection 160 although it could be received telescopically insection 160 or otherwise be attached to be slidably moveable with respect tosection 160.Section 160 has a series of longitudinally spacedholes 164, theholes 164 being on opposite faces or surfaces of fixedsection 160 and being in register with one another. There are also holes 165 in the lower portion ofsection 160 to accommodatedog 40 as described above with respect toFig. 3 .Moveable section 162 is provided with first andsecond holes 166 in opposed faces ofmoveable section 162. Whenholes 166 are in register with
one of the sets ofholes 164 in fixedsection 160, apin 170 can be inserted so as to prevent relative longitudinal movement betweenfixed section 160 andmoveable section 162. As seen, a cotter key 172 can be inserted to prevent the inadvertent removal ofpin 170. In this manner,stanchion 17A can be adjusted to the desired height to form the upright post of a temporary guard rail system so as to take into account slabs of varying therebetween. - As can be seen from
Fig. 13 , fixedsection 162 has a plurality of vertically spacedcollars side rails side plates 50B and 52B, and to supportplate 58B are a series of spacedflanges forming channels Channels toe boards Fig. 13 , the toe boards are notched as at 192 to insure the bottom edge of toe boards, is closelyadjacent surface 10A ofslab 10 to prevent tools or other objects from falling off ofslab 10 onto workers below. - Referring now to
Figs. 15 and16 , there is shown an embodiment of the present disclosure suitable for use in clamping to the edge of a structural member having non-parallel spaced surfaces and/or spaced surfaces wherein one or more of the surfaces is at an angle to the horizontal. As shown, the apparatus shown inFigs. 15 and16 can be used in conjunction with the support or postholder 70 described with respect toFig. 3 to erect a temporary rail on a preformed concrete stair. - The stairs, shown generally as 200 has a series of
treads 202, which are generally horizontally disposed and interconnected byrisers 204. Theunderside 206 of thestair 200 is at an angle to the horizontal and hence at an angle to thetreads 202. The clamping apparatus has astanchion 208 at the lower most end of which is attached a first clamping assembly comprised of side braces 210 and 212 to which are welded apad 214,pad 214, as shown, being engageable withsurface 206 ofstairs 200. As in the case of the previous embodiments of the present invention, the clamping assembly has asupport plate 216 to which is attachedholder 70 in the same manner as described above with respect to the embodiment ofFig. 3 .Support plate 216, in turn, is attached to aback plate 218 and a spaced,front plate 220,plates support plate 216. As best seen inFigs. 15 and16 ,plates plates Fig. 15 ).Bearing plates Fig. 15 , form a trapezoidal structure. - As can also be seen, back plate and
face plate plate 216, such that any compressive force urged against any of bearingplates plate 216.Plates shaft 228. One end ofshaft 228 is connected to acollar 230, which is slidably mounted onstanchion 208. Sinceshaft 228 is rotatably journaled inplates collar 230 and hencestanchion 218 are rotatable relative to supportplates support plate 216. Acollar 240 similar tocomponent 30A shown inFig. 3 is also slidably mounted onstanchion 208 and carries a threadedbolt 242 that is received in a threadedreceptacle 244 attached tocollar 240. As
shown, bolt 242 can be tightened against bearingplate 222 with the result thatpad 214 andsupport plate 216 will compressively engagesurface 206 andtread 202. To enhance the compressive engagement,support plate 216 is provided withupturned flanges tread 202 and theriser 204. As can be seen inFig. 15 , the apparatus disclosed inFig. 15 and16 can be used on either side of a stair to form a temporary guard rail. For example, if the apparatus were attached to the opposite side of the stair from that shown inFigs. 15 and16 , bearingplate 226 will be engaged bybolt 242. Likewise, the apparatus shown inFigs. 15 and16 can be used on a slab that has generally parallel upper and lower surfaces and in that event, bearingplate 224 would be engaged bybolt 242. Once the clamping apparatus andholder 70 are in place, a temporary guard rail along thestair 200 can be erected, for example, by using two 50.8 mm x 101.6 mm's (2 inch x 4 inch 's), 260 and 262 received inholder 70 and attached by nails or the like to hand rails 264. - It will also be appreciated that the apparatus shown in
Figs. 15 and16 can be used with the embodiments shown inFigs. 10 and12 . In this regard, a socket forming member such asmember 120 could be welded to supportplate 216, as perFig. 10 , or apost 140 such as shown inFig. 12 could be welded to supportplate 216, in both cases the socket forming member and post also being secured, if desired, to theback plate 218. - Referring now to
Figs. 17 and18 , there is shown an embodiment of the present invention suitable for use in clamping the edge of a structural member having non-parallel, spaced surfaces and/or spaced surfaces wherein one or more of the surfaces is at an angle to the horizontal. The apparatus shown inFigs. 17 and18 can be used in conjunction with the support or postholder 70 described with respect toFig. 1 to erect a temporary rail on a preformed concrete stair or other such structure. - The clamping apparatus shown in
Figs. 17 and18 includes astanchion 300 at the lower most end of which is attached a first clamping assembly shown generally as 302, clampingassembly 302 being substantially the same as the first clamping assembly shown inFigs. 15 and16 . The clamping apparatus also includes asupport plate 308, having anupturned flange 309. Attached to supportplate 308 is aback plate 310 and a spaced front plate,plates support plate 308.Plates arcuate bearing plate 314 forming anarcuate bearing surface 316. Sinceback plate 310 andfront plate 312 are connected to supportplate 308, any compressive force urged againstarcuate surface 316 ofarcuate bearing plate 314 is transferred to supportplate 308. As in the case of the embodiment shown inFigs. 15 and16 , thestanchion 300 is rotatably journaled inback plate 310 andfront plate 312 such thatstanchion 300 can be rotated to accommodate differing angles between thetreads 202 and theunderside 206 ofstair 200. The clamping apparatus shown inFigs. 17 and18 , like the clamping apparatus shown inFig. 10 , includes apost 318 conveniently formed by a piece of square tubing which is welded to supportplate 308 as shown at 320. Pivotally attached toplates 318 by a series ofpins 320 received in holes inplates 318 are spacedU-shaped members 322 forming an upwardly opening channel for receipt of arail member 324. SinceU-shaped members 322 can be rotated relative to post 318, therails 324 can be oriented at proper angle relative to thestairs 200 or other structure. - As can be seen,
flange 309 cooperates withpost 318 to form an upwardly open channel for receipt of the toe board in the event the clamping apparatus is used on a structure having generally parallel upper and lower surfaces. - Turning now to
Figs. 19 and20 , there is shown yet another embodiment of the present disclosure for use with stairs or structures having non-parallel upper and lower surfaces to which the clamp is attached. The clamping apparatus shown inFigs. 19 and20 has astanchion 400 to the lower end of which is pivotally attached ajaw member 402 which forms a first clamping assembly.Jaw member 402 includes a section ofbox tubing 404 which, as seen inFig. 20 , is pivotally attached to the lower end ofstanchion 400 by means of ashaft 406.Jaw member 402 also includes a laterally extending grippingmember 408 attached tobox tubing 404,member 408 being conveniently formed by a piece of angle iron, grippingmember 408 having what can be generally referred to as aknife edge 410. The term "knife edge" as used herein is intended to include not only a sharp edge but also edges that may not be sharp but which forms an elongate, relatively narrow bearing surface such that any compressive force applied is concentrated along the narrow path defined by the edge. - The clamping apparatus of
Figs. 19 and20 also includes at least oneU-shaped member 412 which is secured to ashaft 414 which in turn is received in registeringslots 416 instanchion 400. One end ofshaft 414 is rigidly attached toU-shaped member 412, while the other end which extends throughstanchion 400 is threaded to receive anut 418. Accordingly,U-shaped member 412 can be rotated to any orientation relative tostanchion 400. Additionally,U-shaped member 412 can be adjusted longitudinally along the length ofpost 400. The net result allows arail 420 to be oriented relative to thestairs 200 at the proper disposition both as to height above thestairs 200, an angularly with respect to thetreads 202. - It will be appreciated with respect to the clamping apparatus shown in
Figs. 19 and20 that becausejaw member 402 can pivot,knife edge 410 can be positioned to engage theunderside 206 ofstair 200 over a wide range of angles of theunderside surface 206 relative to tread 202. Accordingly, it will be recognized that when thesupport plate 422 is urged against atread 202,edge 410 will grippingly engage theunderside 206 ofstair 200 and because of the small bearing area ofedge 410, a concentrated compressive force will be exerted on theunderside 206 ofstairs 200. - Turning now to
Figs. 21 and22 there is shown yet another embodiment of the clamping apparatus of the present invention for use with a structural member having non-parallel spaced surfaces and/or spaced surfaces wherein one or more of the surfaces is at an angle to the horizontal. The clamping apparatus shown inFigs. 21 and22 is substantially the same as that shown inFigs. 17 and18 with the exception that instead of ametal post 318 as shown inFigs. 18 and 18 , a rectangular socket 500 is formed by a series of upwardly extending plates attached to support plate 502. Socket 500 forms a receptacle for a pair of 50.8 mm x 101.6 mm's (2 inch x 4 inch 's)
504 and 506 to which can be nailedrails 508 to form a guard rail along the edge ofstairs 200 or the edge of a structural member having non-parallel spaced surfaces. It will be appreciated that the operation of the clamping apparatus shown inFigs. 21 and22 is substantially the same as that shown inFigs. 17 and18 which in turn is substantially the same as that shown inFigs. 15 and16 with the exception that thebearing plate 314 is arcuate and forms anarcuate bearing surface 316 which ensures direct point contact with tighteningbolt 510 againstsurface 316 over a wide range of angles. - As also seen in
Fig. 22 , one wall of the socket 500 is provided with a hole 520 such that nails, screws or the like, indicated as 522, could be passed through a toe board 524 such that the toe board 524 would be secured to the 50.8 mm x 101.6 mm's (2 inch x 4 inch's) 506 when the clamping apparatus is used on a structure with an upper surface that is substantially horizontal or when the upper and lower surface are parallel. -
Fig. 23 shows a variation of the clamping apparatus shown inFigs. 21 and22 wherein the lower clamping assembly shown generally as 600 includes a laterally extending grippingmember 602 formed conveniently by a piece of angle iron, the grippingmember 602 having a knife edge, as that term is described above, which engages thebottom surface 206 of thestairs 200. As described above with respect to the embodiment inFigs. 19 and20 , theknife edge 604 provides an elongate but narrow bearing area ensuring that a concentrated compressive force will be exerted on theunderside 206 ofstairs 200 when thestairs 200 are clamped between the upper and lower clamping assemblies of the clamping apparatus. - As discussed above, it will be appreciated that in any of the embodiments shown in
Figs. 15-22 , a holder shown generally as 70 inFigs. 3 ,4 and 5 could be secured to the support plate, the holder serving the same purpose as described above with respect to the embodiments shown inFigs. 3 ,4 and 5 . - With respect to the embodiment shown in
Figs. 21 and22 , it will be apparent to those skilled in the art that any type of socket forming member could be secured to the support plate such that the socket could be sized and shaped to accommodate not only two 50.8 mm x 101.6 mm 's (2 inch x 4 inch 's) as described above, but a square metal tube, a round metal tube, a fiberglass rod or tube, etc. Further, although inFigs. 21 and22 the socket is shown as abutting the front plate of the housing upon which the arcuate bearing plate is mounted, it will be appreciated that the socket could be freestanding and spaced from the front plate. Thus, as described with respect to the embodiments shown inFigs. 21 and22 or in any other embodiment where a socket could be conveniently used, any size or shape of socket can be employed such that any size and shape of rod out of a variety of materials can be removably positioned in the socket. It will also be appreciated that in cases where a metal, removable tube is received in the socket, the socket could include registering bores on opposed faces such that a holding pin could be placed through the registering bores as well as registering bores in the metal tube or the like to prevent the tube from being dislodged. It will also be appreciated that provision could be made, if desired, to affix a toe board to any
shape or type of tube or post whether it be metal, wood, fiberglass, etc. when the clamping apparatus was used on a structure having opposed, generally horizontal surfaces. While in the embodiments described above and shown in the drawings, the rail or railing, e.g.,rail 420, is shown as being wood, e.g., a 50.8 mm x 101.6 mm (2 inch x 4 inch), it will be understood that the railing could be of metal, fiberglass, reinforced plastics, etc. - The foregoing description illustrates selected embodiments of the present invention, which is displayed in
Fig. 17 ,18 and21 to 23 .
Claims (10)
- An apparatus for clamping an edge of a structure, said structure having opposed surfaces, said apparatus comprising:• a stanchion (300);• a first clamping assembly ( 302 / 600) attached to said stanchion (300); and• a second clamping assembly selectively, slidably moveable longitudinally along said stanchion ( 300), said second clamping assembly including a first collar slidably moveable on said stanchion ( 300), said first collar including a first frame attached to said first collar, said second clamping assembly including a support plate ( 308 / 502) extending laterally outward in a direction away from said stanchion (300),characterized in that
said second clamping assembly further comprising a force imparting assembly attached to said first frame and an arcuate bearing plate (314) spaced from and connected to said support plate ( 308 / 502), said second clamping assembly further including a second collar slidably moveable, relative to said first collar, on said stanchion ( 300), said second collar being positioned between said first collar and said first clamping assembly (302 / 600), and a second frame (310, 312) attached to said second collar, said second collar being rotatably journaled on said second frame (310, 312), said second frame ( 310, 312) comprising said support plate (308 / 502) and said arcuate bearing plate (314), said support plate (308 / 502) being positioned closely adjacent one of said opposed surfaces of said structure when said structure is clamped between said first and second clamping assemblies, said force imparting assembly acting on said arcuate bearing plate (314) to compressively urge said support plate ( 308 / 502) into operative, compressive engagement with said one of said opposed surfaces of said structure. - The apparatus of claim 1 comprising a metal post (318) secured to said support plate (308 / 502), said metal post (318) forming a generally vertical support for a temporary guard rail system.
- The apparatus of claim 2 comprising at least one vertically spaced L-shaped bracket attached to said metal post, said bracket forming an upwardly opening channel for receipt of a transversely disposed rail.
- The apparatus of claim 3 wherein said L-shaped bracket is rotatably attached to said metal post.
- The apparatus of claim 2 wherein said support plate (308) includes an upwardly extending flange (309), said flange (309) cooperating with said metal post ( 318) to form an upwardly opening channel for receipt of a toe board.
- The apparatus of claim 1 including a socket ( 500) secured to said support plate (502) for receiving a removable post.
- The apparatus of claim 6 wherein said post comprises a pair of 50.8mm x 101.6 mm 's (2 inch x 4 inch 's) (504, 506).
- The apparatus of claim 6 wherein said post comprises a removable metal post.
- The apparatus of claim 8 wherein said post comprises a cylindrical metal tube.
- The apparatus of claim 8 wherein said post comprises square metal tubing.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/890,447 US7234689B2 (en) | 2004-07-13 | 2004-07-13 | Clamping apparatus and apparatus for use in erecting temporary guard rails |
US11/023,849 US7284746B2 (en) | 2004-07-13 | 2004-12-28 | Clamping apparatus and apparatus for use in erecting temporary guard rails |
PCT/US2005/024133 WO2006017127A2 (en) | 2004-07-13 | 2005-07-08 | Clamping apparatus for use in erecting temporary guard rails |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1765533A2 EP1765533A2 (en) | 2007-03-28 |
EP1765533A4 EP1765533A4 (en) | 2012-09-12 |
EP1765533B1 true EP1765533B1 (en) | 2019-10-30 |
Family
ID=35839726
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05769574.4A Active EP1765533B1 (en) | 2004-07-13 | 2005-07-08 | Clamping apparatus and apparatus for use in erecting temporary guard rails |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1765533B1 (en) |
AU (1) | AU2005271937B8 (en) |
CA (1) | CA2573619C (en) |
WO (1) | WO2006017127A2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2571515A (en) * | 2018-01-25 | 2019-09-04 | Platform Edge Prot Ltd | Railway platform safety guard assembly |
GB2602466B (en) * | 2020-12-29 | 2024-07-17 | Accurate Safety Ltd | Modular stairwell protection system |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3404414A1 (en) * | 1984-02-08 | 1984-08-23 | Peter 5190 Stolberg Förster | Securing posts for staircases and concrete slabs in conversions and new buildings |
EP0666389A1 (en) * | 1994-02-04 | 1995-08-09 | Müller & Baum GmbH & Co. KG | Guard-rail clamp |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3480257A (en) * | 1968-01-05 | 1969-11-25 | Jesse T Bourn | Guard rail stanchion |
US3632089A (en) * | 1970-01-02 | 1972-01-04 | Malcolm K Smith | Safety barrier post |
US3756568A (en) * | 1972-04-20 | 1973-09-04 | Waco Scaffold & Shoring Co | Removable guard rail stanchion |
US3863900A (en) * | 1973-04-13 | 1975-02-04 | Symons Corp | Removable guard rail assembly and stanchion bracket therefor |
US3995833A (en) * | 1975-07-23 | 1976-12-07 | Jack McLaughlin | Removable guard rail stanchion apparatus |
DE9402969U1 (en) * | 1994-02-23 | 1994-08-04 | Steffen, Ferdinand, 54662 Speicher | Bracket that can be attached to a building roof for attaching roof protection devices |
US5560588A (en) * | 1995-02-21 | 1996-10-01 | Hilliard; J. Hilton | Support for temporary guard railing |
-
2005
- 2005-07-08 CA CA2573619A patent/CA2573619C/en active Active
- 2005-07-08 AU AU2005271937A patent/AU2005271937B8/en active Active
- 2005-07-08 WO PCT/US2005/024133 patent/WO2006017127A2/en active Search and Examination
- 2005-07-08 EP EP05769574.4A patent/EP1765533B1/en active Active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3404414A1 (en) * | 1984-02-08 | 1984-08-23 | Peter 5190 Stolberg Förster | Securing posts for staircases and concrete slabs in conversions and new buildings |
EP0666389A1 (en) * | 1994-02-04 | 1995-08-09 | Müller & Baum GmbH & Co. KG | Guard-rail clamp |
Also Published As
Publication number | Publication date |
---|---|
AU2005271937A1 (en) | 2006-02-16 |
WO2006017127A3 (en) | 2007-06-28 |
WO2006017127A2 (en) | 2006-02-16 |
EP1765533A2 (en) | 2007-03-28 |
CA2573619C (en) | 2011-09-06 |
EP1765533A4 (en) | 2012-09-12 |
AU2005271937B8 (en) | 2012-03-08 |
CA2573619A1 (en) | 2006-02-16 |
AU2005271937B2 (en) | 2011-11-10 |
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