The present invention relates to a system that provides one or more horizontally extending safety rails adjacent to a top plate in conventional framing construction, allowing workers to stand on the top plate adjacent to the rails, without unduly interfering with roof framing.
During the framing phase of construction, exterior walls are built over a flat surface such as the first story floor or concrete slab, then raised and braced in the upright position. Exterior wall sheathing may be applied before or after raising the wall. Similarly, completely or partially prefabricated walls may be set and braced in the upright position, prior to framing of the roof. Roof framing can be by trusses or “stick framing” which includes setting the rafters. Typically workers perform much of the roof framing work (fastening the trusses/rafters to the top plates of the wall and installation of blocking between the trusses/ rafters) while standing on the top plate. This exposes the worker to a fall hazard to both the inside and outside of the wall.
Roof-mounted lifeline fall protection systems do not provide adequate structural strength until after the roof understructure has been cross-braced and sheathed. Other possible fall protection systems, such as masonry scaffold or exterior wall-supported scaffold, can be costly and time consuming to set up.
The present invention provides a fall protection system usable during roof framing. The system provides one or more safety railings above and to the outside of the top plate. In one aspect of the invention, upright stanchions with supports for removable rails have bottom end portions supported on brackets that, in turn, are secured to the wall framing. The brackets can be easily installed on the wall framing by fasteners that attach the brackets to the wall studs from the inside of the wall.
The foregoing and other aspects and many of the attendant advantages of this invention will become more readily appreciated as the same become better understood by reference to the following detailed description, when taken in conjunction with the accompanying drawings, wherein:
With reference to
With reference to
The web 24 extends upward to a horizontal plate 28. Plate 28 fits flush on the top plate 12 and extends horizontally outward therefrom. A support member 30 has a horizontal portion 32 secured beneath the outward extending plate 28. The inner end of the support member horizontal portion 32 preferably is spaced outward from the exterior side of the stud 10. An outside upright plate 36 extends downward from the horizontal plate 28, close alongside the outer face of the stud 10. A triangular gusset 38 reinforces the connection of the outside plate 36 with the horizontal segment 32 of the support 30.
From its horizontal segment 32, the support 30 has an angled segment 40 leading to a short upright segment or stub 42. The upright stub is secured to or fits within a sleeve 44 which forms an upward opening socket for the lower portion of a stanchion 16 of the railing system. The bottom end of the stanchion fits within the socket in a snug, sliding fit, and the stanchion extends essentially vertically upward therefrom. A short stop flange 46 can be provided on the lower end of the stanchion to limit its insertion into the sleeve 44. The stanchion carries angle brackets or supports 50 including bottom sections 52 and outside upright sections 54. The preferred support 50 is mounted on the outside of the stanchion as shown at the right of
The composite supports of the railing system can be spaced along a wall during framing, either before or after the wall has been raised, and either before or after installation of the wall sheathing. The supports can be spaced approximately 8 feet apart. In a representative embodiment, the horizontal railings were standard 2×4 stock; the brackets 14, plates 28 and 36 and gusset 38 all were {fraction (3/16)} inch mild steel plate; the support bar 30 and stanchions 16 were solid 1 inch mild steel square tube; the sleeves 44 were ⅛ inch square tube; and the brackets 50 were ¼ inch mild steel plate. The parts were secured together by welding.
The base component can be manufactured in several sizes to accommodate any top plate dimension. Consequently, the stanchions can be used with multiple base components. The telescoping connection of the stanchions to the base components allows easy set up, reduced bulk in shipping, and replacement of damaged components without scrapping an entire composite unit. Attachment of the base component or bracket 14 to a stud, in combination with the outside upright plate 36 and gusset 38 provides substantial rigidity and assists in transferring force applied to the rails and stanchions to the top plate and wall stud. The use of two angle bends, i.e., the angled segment 40 between the horizontal support 32 and vertical stub 42, has a shock absorbing capability that reduces stress and allows the component to deflect when a force is applied to the guard rail, thus reducing structural damage or rail failure.
The system of the present invention will not substantially interfere with installation of exterior wall sheathing, siding, etc. All components can be conveniently removed when the railing is no longer needed, usually after roof trusses have been installed. If necessary, one or more sections of stanchions and railings can be detached to allow entrance or movement of framing materials, followed by quick and easy deployment of those sections for safety.
While the preferred embodiment of the invention has been illustrated and described, it will be appreciated that various changes can be made therein without departing from the spirit and scope of the invention.
This application claims the benefit of U.S. Provisional Application No. 60/378,296, filed May 6, 2002, which is expressly incorporated by reference herein.
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Number | Date | Country | |
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60378296 | May 2002 | US |