The present invention relates to a portable, temporary guard rail support and, more particularly, to a novel guard rail support for use in the erection of a safety barrier or fence at sites under construction such as office buildings, high rise apartments or the like.
Modern construction techniques, particularly those commonly employed in high rise apartment and office building construction, require that safety barriers or guard rails be erected around the perimeter of all uncompleted floors (i.e. along the drop-off edges of concrete floor slabs) for two reasons: Firstly, personal safety requires the erection of at least a single rail at about waist height around the exterior of such uncompleted floors. Secondly, it is also necessary that a retaining kick board be erected at floor level so as to prevent the accidental dislodgement of articles which would otherwise cause a substantial safety hazard to workmen on the floors below and around the construction site. In certain cases, the provision of a weather barrier, such as a plastic tarpaulin or the like, may be necessary so as to protect the site under construction as well as workmen from inclement weather conditions.
The general practice in the erection of such safety barriers involves the use of lengths of lumber stock such as long boards of the 2″×4″ variety (commonly referred to as “two-by-fours”). Such boards are cut to length and then nailed together in varying patterns in order to provide the desired guard railings. After such railings have served their purpose they are knocked down, the longer boards typically reserved for future use in the piecing together of future guard railings. The shorter boards are not always reusable. Furthermore, the longer lengths of lumber frequently become damaged by splitting or otherwise due to the application thereto of repeated impact blows and different nail placements. While such makeshift such guard railings meet safety requirements, they require more than one person and a fair amount of time to construct and often result in the destruction of the materials used when they are disassembled after completion of work at a construction site. Obviously, the additional labour and cost of materials used will add to the expense of the job. Many such railings also fail to pass the rigidity requirements of safety inspectors.
As a result, various structures have been proposed to aid in the construction of temporary safety barriers which prevent workmen from accidental falls and which meet strict safety guidelines. To a large extent, however, most of the proposed structures are impractical, expensive and too complicated to use. Furthermore, structures that are too complicated to use will not be used efficiently and/or properly by workmen at a construction site, thereby posing a safety risk.
Consequently, a need exists for a portable and simple guard rail system which is effective in preventing accidental falls, meets safety guidelines and which can be assembled and disassembled in an efficient manner.
A portable guard rail support and assembly for use in erecting a safety barrier to provide a safe work area for workmen working at dangerous heights, particularly in the construction industry, is provided.
In accordance with a first aspect of the present invention, a guard rail support for use in erecting a temporary safety barrier is provided wherein the guard rail support comprises a substantially flat bottomed base plate, an upright column affixed to the flat bottomed base plate, at least one guard rail support bracket affixed to the upright column, a kick board retaining flange affixed to the flat bottomed base plate in spaced proximal relationship to the upright column, an angular brace affixed to the upright column and the flat bottomed base plate and a safety tie-off ring affixed to the upright column and the flat bottomed base plate.
In accordance with a further aspect of the present invention, a concrete-filled steel base is also provided that is adapted to receive the portable guard rail support in circumstances where anchoring of the portable guard rail support to a floor or ground surface is not possible. The concrete-filled steel base has a retaining groove formed in a bottom surface thereof for slidably receiving the substantially flat bottomed base plate of the portable guard rail support. The steel base further comprises a channel integrally formed therein extending from a top surface of the steel base to the retaining groove and wherein the channel is in perpendicular relation to the retaining groove and dimensioned so as to be able to receive at least one kick-board.
In accordance with another aspect of the present invention, a portable safety barrier for use about a drop-off edge of a floor surface is provided comprising at least first and second portable guard rail supports located in spaced relation to one another along the drop-off edge and wherein each of the at least first and second portable guard rail supports comprises a substantially flat bottomed base plate, an upright column affixed to the substantially flat bottomed base plate, at least one guard rail support bracket affixed to the upright column, a kick board retaining flange affixed to the substantially flat base plate in spaced proximal relationship with the upright column, an angular brace affixed to the upright column and the substantially flat bottomed base plate, a safety tie-off ring affixed to the upright column and the substantially flat bottomed base plate, and wherein the at least one guard rail support bracket and the retaining flange of the at least first and second portable guard rail supports fixedly retain guard rails and kick boards.
Other aspects and features of the present invention will become apparent to those ordinarily skilled in the art upon review of the following description of specific embodiments of the invention in conjunction with the accompanying drawings.
A better understanding of the invention will be obtained by considering the detailed description below, with reference to the following drawings in which:
Throughout the following detailed description, the same reference numerals are used to denote the same features in all of the drawings.
Preferably, the L-shaped rail supporting brackets 16 and retaining flange member 17 are dimensioned to accommodate two adjacent, overlapping wooden rails which may be secured to each other and within the brackets 16 and retaining flange 17 by suitable fastening means such as nailing or the like. In a preferred embodiment, the wooden rails would be comprised of stock lumber such as lengths of two-by-four (2×4). In this case, the brackets would be dimensioned so as to accommodate two 2×4's i.e. a width, 2 w, of 4 inches and a height, h, of at least 4 inches. Thus, it may be seen that the rail supporting brackets 16 and retaining flange 17 may be dimensioned in any appropriate manner, 2 w×h, to accommodate any size, w×h, of stock lumber desired.
In order to implement a guard rail assembly (safety barrier) at a construction site according to a first aspect of the invention, a plurality of guard rail supports 10 are located at set distances apart (preferably slightly less than the length of stock lumber to be used for the guard rails) along the outer edge or perimeter of a floor undergoing construction. The guard rail supports 10 are secured to the floor via suitable fasteners driven through the bores 24a, 24b formed in the base plate 14 of each guard rail support 10. Lengths of stock lumber (at least spanning the distance between the corresponding rail supporting brackets 16 and retaining flanges 17 of consecutively aligned guard rail supports 10) may then be positioned and secured within the corresponding rail supporting brackets 16 and retaining flanges 17 of adjacent guard rail supports 10 so as to form a guard rail assembly (safety barrier) consisting of upper and lower wooden guard rails and a kick board. The configuration of such a guard rail assembly is discussed further in relation to
As seen in
Considering guard rail support 10a, upper and lower wooden rails 36a, 37a and kick board 39a are secured with overlapping wooden rails 36b,37b and 39b within the corresponding rail supporting brackets 16 and retaining flange 17 via suitable fasteners 23 placed through bores 19. Suitable fasteners 23 may include nails, screws, rivets or the like. Similarly, upper and lower wooden rails 36a, 37a and kick board 39a are secured with overlapping wooden rails 36c,37c and 39c within the corresponding rail supporting brackets 16 and retaining flange 17 of guard rail support 10b via suitable fasteners 23 placed through corresponding bores 19. As shown, the left end of upper wooden rail 36a overlaps with the right end of upper wooden rail 36b at the uppermost rail supporting bracket 16 of the first guard rail support 10a. Similarly, the right end of upper wooden rail 36a overlaps with the left end of upper wooden rail 36c at the uppermost rail supporting bracket 16 of the second guard rail support 10b. It should be understood that the configuration described above for the upper wooden rails 36 holds for lower wooden rails 37 and kick boards 39. It will further be appreciated that upper wooden rails 36b and 36c, lower wooden rails 37b and 37c and kick board 39b and 39c span the distance to other respective guard rail supports 10 (not shown) and may be secured within the corresponding rail supporting brackets and retaining flanges of the other guard rail supports 10 in the same manner as described above.
In cases where it is not desired or possible to use the overlapping wooden rail scheme depicted in
It will further be appreciated that the safety barrier configuration 50 depicted in
The concrete-filled steel base 68 has a first channel or cavity 67 formed along its central longitudinal axis and dimensioned accordingly to receive angular brace 20, retaining flange 17 and tie-off ring 22 of the guard rail support 10. Furthermore, the steel base 68 has a pass-through channel or cavity 64 formed therein proximal the flange 17 and dimensioned to correspond to the distance between the flange 17 and the upright column 12. The pass-through cavity 64 advantageously provides for pass-through of kick board rails (not shown), as appropriate.
In the embodiment of
In accordance with a further aspect of the present invention, a mesh-like fence structure may be used in conjunction with any of the guard rail supports 10 or 60 described in relation to
The guard rail supports 10, 60 of the present invention each have two rail supporting brackets 16 affixed to their upright column 12 and a single retaining flange 17 affixed to their base plate 14 for supporting upper and lower wooden rails and kick boards, respectively. Although the retaining flange 17 on each guard rail support is a necessary requirement for supporting kick boards in accordance with safety standards and regulations, it will be appreciated that the precise number of rail supporting brackets 16 affixed to the upright column 12 of a given guard rail support is not material to the invention. Those skilled in the art will appreciate that construction safety regulations in most jurisdictions require guard rail systems of the type described to have a top rail, an intermediate rail and a toe or kick board as a minimum. Thus, at least two rail supporting brackets (for supporting upper and lower wooden guard rails) and a retaining flange (for supporting the kick board) are provided in the guard rail support of the present invention in order to adhere to safety regulations. However, more than two rail supporting brackets for supporting more than two rails in addition to the kick board may be employed in alternative embodiments without departing from the scope of the invention.
In addition, it will be appreciated that safety regulations in most jurisdictions require that the top rail of a guard rail barrier be located at least 3 feet but not more than 3.5 feet above the floor or ground surface to which the guard rail barrier is to be anchored while the intermediate rail be midway between the top rail and the floor surface. Thus, in a preferred embodiment of the present invention, the rail supporting brackets 16 are spaced along the upright column 12 of the guard rail support 10, 60 in such a manner so as to adhere to the above-prescribed safety regulations when fitted with upper and lower rails. In addition, safety regulations generally dictate that the top and intermediate rails be at least 1.5 inches by 3.5 inches in dimension and that the kick board be at least 3.5 inches in height. Advantageously, the rail supporting brackets 16 and retaining flange 17 of the guard rail support 10,60 of the present invention are preferably dimensioned so as to accommodate 2″×4″ wooden rails, thereby conforming to safety regulations. It will be appreciated, however, that the rail supporting brackets and retaining flange may be dimensioned in any appropriate manner that meets the minimum safety guidelines in the jurisdiction of concern.
To further comply with safety regulations, it will be appreciated that the spacing between guard rail supports of the present invention when used in the construction of a safety barrier as described should not exceed approximately 8 feet. With regard to safety line anchorage points, most safety regulations specify that the anchorage must be capable of supporting a static load on the order of 17.8 kN (or 4000 lbs) in any direction, with proper provision to accept a safety line connection. Advantageously, the safety tie-off ring 22 of the guard rail support 10, 60 of the present invention has been tested to support a static load of 5000 lbs.
A guard rail system constructed with the guard rail support of the present invention provides for easy installation at, and removal from, sites under construction. As will be appreciated, installation may be accomplished by a single worker, if necessary. A first step in the installation procedure is to locate a plurality of supports 10 at spaced intervals up to eight feet long about the perimeter of a ground surface under construction and to attach the baseplate of each support to the ground surface using suitable fasteners or anchors. Once a series of supports according to the present invention are located and secured to the floor of a building under construction, the upper and lower safety rails may be individually placed and secured within the brackets of adjacent supports in the manner shown in
Advantageously, the guard rail support and associated guard rail assembly of the present invention reduces or eliminates the liability which may result from inadequately re-installed guard rails. Specifically, at sites under construction, workmen sometimes need to temporarily remove portions of a guard rail in order to gain access to certain regions. With prior art conventional wooden rail assemblies, the workmen typically just hammer out the appropriate section when required. Inherently lazy, however, workmen do not usually return the guard rails back to their original state, thereby compromising the integrity of the guard rail assembly and causing safety concerns. The guard rail support 10 of the present invention provides for a fast and efficient disassembling and reassembling of a portion of a guard rail assembly if need be. Furthermore, by preventing the damage of lumber which would ordinarily result from such crude hammering out, the inventive guard rail support prevents the possible reassembly of a hammered out portion of a guard rail assembly with damaged lumber. The all-steel construction of the guard rail support of the present invention also ensures durability and repeated use for many years, thereby providing a high return on investment and cost savings.
The temporary guard rail support and associated assembly of the present invention have been described in connection with the provision of a safety guard rail along the outer drop-off edge or perimeter of a concrete floor slab which defines an upper story level of a building while it is under construction; the principle purpose being to protect workmen on the floor slab from falls. It will be appreciated, however, that the guard rail support and assembly may be useful in other embodiments and a guard rail support embodying the principles of the invention may, if desired and with or without modification as required, be employed for guard rail support purposes in a wide variety of other situations or environments as, for example, in the provision of a temporary guard railing around the perimeter of a roof structure, along the sides of a bridge construction until such time as the permanent guard railings are installed, or along any drop-off edge wherever it may occur.
While preferred embodiments have been described and illustrated, it will be apparent to one skilled in the art that numerous modifications, variations and adaptations may be made without departing from the scope of the invention as defined in the claims appended hereto.
Number | Date | Country | Kind |
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2,506,928 | May 2005 | CA | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/CA06/00718 | 5/5/2006 | WO | 00 | 7/30/2008 |