The present disclosure relates generally to scaffolding and, more particularly, to components used for stabilizing a scaffold during use.
Lightweight scaffolds made from metal tubing are commercially available for use when working close to the ground. One such scaffold comprises an adjustable platform supported between two ladder frames. The platform includes guide channels at each end that slide up and down along the vertical supports of the ladder frames. Casters insert into the lower ends of the vertical supports so that the scaffold can roll on the floor or other support surface. Also, the scaffolds are configured to be stacked vertically.
While lightweight scaffolds provide a low cost alternative to more heavy duty scaffolding when working close to the ground, such lightweight scaffolds lack the stability of more heavy duty scaffolds, particularly when the adjustable platform is raised high or when the scaffolds are stacked vertically. This lack of stability can be due to various factors, such as excess play between components of the scaffold, lack of reinforcing, the lightweight material used for the scaffolding, and lack of a sufficiently broad base for the scaffold. Accordingly, there is a need for ways to improve the stability of commonly used lightweight scaffolds.
The present disclosure relates to stabilization of lightweight scaffolds that are readily available commercially. In the exemplary embodiments, the stabilization components are configured for use with a scaffold comprising two ladder frames, an adjustable platform supported between the two ladder frames, and ground-engaging members such as casters. Each ladder frame includes two vertical supports connected by cross members. The platform is adjustable and comprises two side rails having guide channels at each end thereof that slide along the vertical supports.
According to one aspect of the disclosure, the lightweight scaffold further comprises an outrigger releasably connected to each vertical support. The outrigger comprises a triangular frame. A channel, which is fixedly attached to the triangular frame, fits around the vertical support. One or more mechanical fasteners, such as lock pins, for example, are used to releasably connect the channel to the vertical support. A first ground-engaging member (e.g., a caster) is removably secured to the triangular frame.
According to another aspect of the present disclosure, a scaffold comprises first and second ladder frames, each of which comprises two vertical supports made of a tubular material connected by two or more cross members, and an adjustable platform configured to be supported between the first and second ladder frames. Additionally, the scaffold comprises a triangular frame releasably connected to each vertical support. In this aspect, the triangular frame comprises an elongated vertical member, a base member fixedly secured to a lower end of the elongated vertical member, a brace fixedly secured to, and extending diagonally between, a top end of the elongated vertical member and the base member, and a sleeve fixedly attached to the base member.
According to another aspect of the present disclosure, an outrigger is provided for a scaffold having first and second ladder frames, each of which includes two vertical supports made of a tubular material connected by two or more cross members, an adjustable platform configured to be supported between the first and second ladder frames, and a triangular frame. In this aspect, the triangular frame comprises an elongated vertical member made of a tubular material, a channel fixedly attached to the elongated vertical member and configured to fit around the vertical support, a telescoping base member fixedly secured to a lower end of the elongated vertical member, a brace extending between the telescoping base member and a top end of the elongated vertical member, and a sleeve fixedly attached to the base member. Additionally, the outrigger further comprises first and second ground-engaging members, at least one of which is removably is secured to the sleeve.
Referring now to the drawings,
Each ladder frame 12 comprises two vertical supports 14 connected by two or more cross members 16. The vertical supports 14 and cross members 16 are preferably made of a metal tubing or other tubular material. The cross members 16 are preferably welded at each end to respective ones of the vertical supports 14 so that each ladder frame 12 is a unitary structure. A series of openings 18 are formed in the vertical supports 14 and are spaced 2 inches apart. As will be hereinafter described in more detail, the openings 18 are engaged by a releasable locking mechanism 30 on the platform 20 to secure the platform 20 at a desired height between the ladder frames 12.
The platform 20 comprises two side rails 22 that extend between the ladder frames 12 and a deck 40 that is supported by the side rails 22. As seen in
The side rails 22 connect at each end to a C-shaped guide channel 24 sized to fit around the vertical supports 14 of the ladder frames 12. The guide channels 24 are configured to slide along the vertical supports 14 of the ladder frames 12 at each end of the scaffold 10 to adjust the height of the platform 20. Two openings 26 are formed in the inner sidewall of each guide channel 24 near an upper end of the guide channel 24. The openings 26 are spaced to align with the openings 18 in the vertical supports 14 of the ladder frame 12 at preselected heights. The openings 26 in the guide channels 24 are engaged by a releasable locking mechanism 30 on the platform 20 to secure the platform 20 at a desired height between the ladder frames 12. A third opening 28 is formed near a lower end of the guide channel 24 and aligns with an opening 18 in the vertical support 14. A locking pin 29 passes through aligned opening 28 and 18 in the guide channel 24 and vertical support 14 respectively to lock to the guide channel 24 in place. The locking pin 29 thus provides additional safety in case the locking mechanism 30 inadvertently disengages. Diagonal braces 25 connect a lower end of each guide channel 24 to the side rail 22.
Each guide channel 24 includes a releasable locking mechanism 30 for locking the platform 20 at a desired height. In one embodiment, the releasable locking mechanism 30 comprises a U-shaped locking pin 32 that engages with the aligned openings 26 and 18 in the guide channel 24 and vertical supports 14 respectively to lock the side rail 22 at a desired height. Each locking pin 32 includes a pair of spaced apart legs 32a connected by a cross member 32b. An L-shaped bracket 34 supports the locking pin 32. The L-shaped bracket includes a pair of openings 36 through which the legs 32a of the locking pin 32 extend. Springs 38 bias surrounding each leg 32a of the locking pin 32 bias the locking pin 32 to a locked position. The springs 38 are compressed when the locking pin 32 is pulled back to disengage the locking pin 32 and push the locking pin 32 back to an engaged position when the locking pin 32 is released.
In some embodiments, the scaffold 10 includes casters 50 disposed at the lower end of each vertical support 14. Each caster 50 includes a stem 52 that extends into the lower end of a vertical support 14 as shown in
In some embodiments, the scaffold 10 as herein described includes a set of compression collars 100 to remove any play that may exist between the stems 52 of the casters 50 and the vertical supports 14 as shown in
In some embodiments, the caster 50 can be replaced by a footpad (not shown) or other ground-engaging member comprising a generally flat pad that contacts the ground or underlying surface and a stem that extends into that extends into the lower end of a vertical support 14. The footpad can be secured using the compression collar 100 in the same manner as the caster 50.
In some embodiments, the scaffold 10 further comprises a set of clamps 110 designed to stabilize the connections between the guide channels 24 and vertical supports 14 as shown in
In use, the C-shaped channel 112 of the clamp 110 is placed around a guide channel 24 on the adjustable platform 20 with the pressure plate 122 on the open side of the guide channel 24. When the bolt 120 is tightened, the pressure plate 122 engages the vertical support 14 and presses the vertical support 14 downward into the guide channel 24 and against the back wall of the guide channel 24.
In some embodiments, the scaffold 10 further comprises four auxiliary braces 130 to prevent relative movement between the ladder frames 12 and platform due to play between the guide channels 24 and vertical supports 14 as shown in
When the auxiliary brace 130 is installed, adjustment in the height of the platform 20 is prevented. In some embodiments, the bolt 138 and nut 140 at the lower end of each brace 130 can be replaced by a quick connect coupling so that the braces 130 can be quickly connected and disconnected to adjust the height of the platform 20.
In this embodiment, multi-purpose scaffold 10 also comprises one or more stabilizer braces 150 to prevent movement of the ladder frames 12 relative to platform 20. The stabilizer brace 150 is similar to the auxiliary brace 130 in that each stabilizer brace 150 also comprises a rigid, elongated support body, such as a tubular rod 152, having flanges 154, 156 at each terminal end of rod 152. The flanges 154, 156 are bent at a 45 degree angle approximately relative to a longitudinal axis of the rod 152. Each stabilizer brace 150 extends at a 45 degree angle between a respective one of the vertical supports 14 and a side rail 22.
One end of the stabilizer brace 150 is secured to the scaffold 10 using mechanical fasteners 158, such as a conventional bolt and nut. In particular, an opening (not shown but similar to opening 136 in
Flange 156, however, is not connected to vertical support 14 using a conventional nuts and bolts. Rather, flange 156 is fixedly attached to a clamp 160 that, in turn, is removably attached to a vertical support 14. In particular, as seen in the embodiment of
The bolt 172 extends through the wall 162 and is attached to a receiver 166. In one embodiment, bolt 172 is threadably attached to the wall 162. In other embodiments, however, bolt 172 threadably attaches to a nut 176 that is fixedly attached to wall 162. In any case, bolt 172 is attached to receiver 166 such that when a user rotates handle 164, the bolt 172 also rotates to move the pressure plate 168 towards and away from vertical support 14.
In use, the channel 174 of clamp 160 is placed around a vertical support 14. Rotating the handle 164 in the clockwise direction also rotates the bolt 172, thereby causing pressure plate 168 to move towards, and engage, the vertical support 14. Continued rotation of handle 164 causes the pressure plate 168 to press vertical support 14 against an interior surface 178 of wall 162. Rotating the handle 164 in the counter-clockwise direction, however, also rotates bolt 172 thereby causing pressure plate 168 to move away from the vertical support 14. This movement releases the vertical support 14 from its pressing engagement against the back interior surface 178 of wall 162, thereby loosening the clamp 160 from vertical support 14.
It should be noted that handle 164, while facilitating the rotation of bolt 172, is not needed. In some embodiments, such as the one seen in
When the stabilizer brace 150 is installed, adjustment in the height of the platform 20 is prevented and the stability of the multi-purpose scaffold 10 is greatly enhanced. This is especially true when a plurality of stabilizer braces 150 are installed.
Base member 184 is fixedly attached (e.g., by welding) at one end to the elongated vertical member 184. The telescoping member 186 of base member 184 has a castor assembly 210 fixedly attached at one end. The telescoping member 186 moves back and forth along a longitudinal axis of the base member 184 so as to adjust (i.e., increase and decrease) the footprint of the outrigger 170. Particularly, extending the telescoping member 186 increases the footprint of the outrigger 170, and thus, thereby further stabililizes the scaffold 10.
The triangular frame 180 further comprises multiple casters 50 removably attached thereto. One castor 50 is removably secured to the elongated vertical member 182 using a compression collar 100 as previously illustrated in
A pair of mechanical fasteners, such as threaded bolts 222, 224, are used in this embodiment to releasably secure the castor 50 to sleeve 212. In particular, a first threaded bolt 222 threadably attaches to the central web 218. A second threaded bolt 224 threadably attaches to flange 224. Both bolts 222 and 224 extend through the sleeve 212 so as to contact respective upper and side surfaces of stem 228.
The first threaded bolt 222 is a leveling bolt. When tightened, the end of the first threaded bolt 222 contacts the upper surface of stem 228 and presses caster 50 in a downward direction. When loosened, threaded bolt 222 allows caster 50 to move in an upward direction. The threaded bolt 222 therefore allows a user to adjust the vertical height of the caster 50 to ensure that the scaffold 10 is level, and that caster 50 connects solidly with an uneven ground surface.
The second threaded bolt 224 functions to secure the stem 228 against the inner wall of flange 214. When tightened, the second threaded bolt 224 contacts the side of stem 228 and presses the stem 228 against the inner wall surface of flange 214. Pressing the stem 228 into the inner wall of flange 214 removes play between the stem 228 and sleeve 212, thereby stabilizing scaffold 10. When loosened, the second threaded bolt 224 moves away from stem 228, thereby allowing movement of the stem 228. Such movement allows for the breakdown of the castor assembly 210, and/or the replacement of castor 50 with another castor 50 or a footpad, as previously described.
To releasably connect the caster 50 to the sleeve 212, a locking pin 232 is passed through openings 226 formed in the flanges 214, 216, respectively, and through a through-hole 230 formed in stem 228 that is aligned with the openings 226. In at least one embodiment, the openings 226 in flanges 214, 216, are formed as elongated slots for ease of aligning the openings 226 and the through-hole 230.
The stabilization components as herein described remove excess play between components of the scaffold and prevent racking to provide greater stability. The increased stability enhances worker's confidence when standing on the scaffold.
Number | Date | Country | |
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62962411 | Jan 2020 | US |