The present disclosure relates generally to roofing safety systems, and more particularly, a portable truss cable roofing safety apparatus and method that assists workers who are involved in working on the roof of a building structure.
Various local, state, and/or federal regulations may require employers to provide safety equipment for employees working on a job site. For example, safety equipment to help prevent employees from injuring themselves may be required in the roofing industry. However, known safety systems are often cumbersome and can create hazardous obstacles that employees must navigate while using the safety system. Further complicating matters is the temporary nature of roofing projects. Job sites frequently change with each job site presenting a new set of construction and safety issues. Therefore, a need exists for a roofing safety system that is portable and minimizes the obstacles created by the safety system while adequately assisting workers at an elevated height.
The present disclosure provides a portable truss cable roofing safety apparatus to assist a user working on a building structure. The portable truss cable roofing safety apparatus provides a pair of similar opposing vertical trusses mounted adjacent opposite sides of the building structure. At least one brace is adaptable for securing each of the pair of vertical trusses to the building structure. A cable is connected to and extends between the pair of vertical trusses. An automatic belay device is slidably connected to the cable and has a safety line connected thereto, wherein the automatic belay device adjusts a length of the safety line to protect the user when the user is connected to the safety line.
Each of the pair of vertical trusses may have a plurality of sections wherein the plurality of sections may be removed or added to each of the pair of vertical trusses to adjust the vertical height of the vertical trusses. Each of the pair of vertical trusses may have telescopic sections to telescopically adjust the height of the vertical trusses.
At least one lower brace may be adjustably connected to each of the pair of vertical trusses and fixedly connected to a supporting surface. A position ring may be adjustably positioned on each of the pair of vertical trusses and pivotally connected to the at least one lower brace to adjustably position the at least one lower brace on each of the pair of vertical trusses.
At least one horizontal brace may be adjustably connected to each of the pair of vertical trusses and pivotally connected to the building structure. A position ring may be adjustably positioned on each of the pair of vertical trusses and pivotally connected to the at least one horizontal brace to adjustably position the at least one horizontal brace on each of the pair of vertical trusses.
At least one upper brace may be adjustably connected to each of the pair of vertical trusses and pivotally connected to the building structure. A position ring may be adjustably positioned on each of the pair of vertical trusses and pivotally connected to the at least one upper brace to adjustably position the at least one upper brace on each of the pair of vertical trusses.
A weighted container may be connected to a lower end of each of the pair of vertical trusses and secured to a supporting surface.
Each of the pair of vertical trusses may incorporate a ladder for allowing the user to ascend and descend each of the pair of vertical trusses.
The present disclosure also provides a portable truss cable roofing safety method for assisting a user working on a building structure. The method includes assembling at least two vertical trusses adjacent opposite sides of the building structure, wherein heights of the vertical trusses are selected so that the vertical trusses are higher than the building structure; mounting at least one brace to each of the pair of vertical trusses, the building structure, and a supporting surface; suspending a cable over the roof of the structure, wherein the cable is connected to each of the pair of the vertical trusses; and slidably mounting an automatic belay device on the cable, wherein the automatic belay device adjusts a safety line to remain taut to assist the user working on the building structure.
The portable truss cable roofing safety method may include the steps of adjusting the height of the pair of vertical trusses by adding and removing sections of the pair of vertical trusses and adjusting the height of the pair of vertical trusses by telescopically adjusting the pair of vertical trusses.
The portable truss cable roofing safety method may also include adjusting the position of the at least one brace on each of the pair of vertical trusses by sliding a position ring pivotally connected to the at least one brace and adjustably connected to each pair of the vertical trusses.
The portable truss cable roofing safety method may include pivotally connecting the at least one brace to the building structure.
The portable truss cable roofing safety method may include connecting a weighted container to a lower end of each of the pair of vertical trusses and securing the weighted container to a supporting surface.
The portable truss cable roofing safety method may include incorporating a ladder into each of the pair of vertical trusses to allow the user to ascend and descend each of the pair of vertical trusses.
The invention is best understood from the following detailed description when read in conjunction with the accompanying drawings. It is emphasized that, according to common practice, the various features of the drawings are not to-scale. On the contrary, the dimensions of the various features are arbitrarily expanded or reduced for clarity.
The present disclosure provides a portable truss cable roofing safety apparatus and method that secures and assists workers who are involved in working on the roof of a building or building structure. As seen in
To provide portability to the safety system 119, the vertical trusses 100 may include multiple components that can be assembled and disassembled as needed. Alternatively, the vertical trusses 100 may be collapsible or telescopic. In the illustrated, non-limiting example, each vertical truss 100 is comprised of multiple hollow cylindrical sections 102, which allows the overall height of the vertical truss 100 to be adjusted and selected based on the height of the building structure 117. For example, three sections 102a, 102b, 102c are utilized in the illustrations in order to extend above the roof 124 of the building structure 117, however, more or less sections 102 may be required, depending on the size of the building structure 117 and the length of the sections 102.
The sections 102 are rigid and can be fabricated from any suitable high-strength material, such as metal. In the illustrated, non-limiting example, the sections 102 are fabricated from aluminum. The length of the sections 102 can be similar or vary depending on the implementation. For example, varying the lengths of the sections 102 would further enhance the ability to customize the overall height of the vertical truss 100 based on the height of the building structure 117. The cross-sectional configuration of the sections 102 can be similar or different depending on what configuration is utilized to assist with assembling the vertical trusses 100. As shown, the sections 102 are cylindrical and have a circular cross-sectional configuration with generally the same diameter.
To assist with connecting the sections 102 to one another to form the vertical trusses 100, the first section 102a of the vertical truss 100 extends upward from a supporting surface and may have a first inner cylindrical sleeve 120a that is received by and mounted within the upper end of the first section 102a. The first inner sleeve 120a is smaller in diameter than the diameter of the first section 102a and is connected to the inner diameter of the first section 102a via welding or friction fit. The inner sleeve 120a is received by a lower end of a second section 102b of the vertical truss 100 to provide a male to female connection between the first inner sleeve 120a and the second section 102b of the vertical truss 100 such that the upper end of the first section 102a and the lower end of the second section 102b abut one another, as seen in
A similar configuration is shown in
To assist in supporting the vertical truss 100 in an upright position, a bottom end of the first section 102a of the vertical truss 100 can be secured to a truss base 108 extending upwards from a base cage 106, as seen in
To help minimize unwanted movement of the base cage 106 and the vertical truss 100, a bottom of the base cage 106 can be provided with spikes 136 or a non-skid material. The spikes 136 or non-skid material can be disposed on an interchangeable plate (not shown), which would allow for the base cage 106 to be altered based on the environment adjacent to the building structure 117. For example, it may be desirable to use the non-skid material when the base cage 106 is placed on a hard supporting surface, such as concrete, blacktop, rock, or other similar materials, adjacent to the building structure 117. Alternatively, it may be desirable to use the spikes 136 on the base cage 106 when the base cage 106 is placed on grass, dirt, sand, or other softer supporting surfaces adjacent the building structure 117.
To further stabilize the vertical truss 100, the base cage 106 may house a container 107 having a fill port 111 and an evacuation port 112, which can be used to fill and empty the container 107 with a liquid or other viscous material, such as water or sand. The container 107 can be fabricated from any suitable material, such as plastic. The size of the base cage 106 and the container 107 can vary depending on the needs of the implementation. For example, it may be desirable to increase the size of the base cage 106 and/or the container 107 for taller structures 117 and/or when larger loads are anticipated such that the weight of the base cage 106 can be increased. A 13 cubic ft container 107 would weigh approximately 1,800 lbs. if the container 107 was fully filled with water.
In addition to the base cage 106, the vertical trusses 100 can also be secured in an upright position through the use of braces, such as upper braces 104, horizontal braces 105, and/or lower lateral braces 109, as seen in
To allow for a sliding adjustment of the positioning rings 103 relative to the vertical trusses 100, the positioning rings 103 may have a cylindrical configuration that overlaps and receives the cylindrical configuration of the sections 102 of the vertical truss 100. Each positioning ring 103 is pivotally connected to one of the braces 104, 105, 109 to provide pivotal adjustment of the braces 104, 105, 109 related to the vertical truss 100. For instance, a first positioning ring 103a is pivotally connected to the upper brace 104, a second positioning ring 103b is pivotally connected to the horizontal brace 105, and a third positioning ring 103c is pivotally connected to the lower lateral braces 109. Each positioning ring 103a, 103b, 103c may be secured to the vertical truss 100 through of a pair of bolts 123a, 123b, 123c, respectively, that are received by threaded apertures (not shown) provided in the positioning rings 103a, 103b, 103c. The bolts 123 may be driven into the sections 102 of the vertical truss 100 to secure the positioning ring 103 in a set position. To readjust the position of the position rings 103 and set the position of the braces 104, 105, 109, the bolts 123 may be loosened from the vertical truss 100 to allow the position rings 103 to slide along the sections 102 of the vertical truss 100. The positioning rings 103 can include one or more flanges 125 that extend outwardly from each of the positioning rings 103. Each flange 125 has opposing side members that have aligned apertures (not shown) extending through both of the opposing side members. Each of the attached braces (i.e., the upper braces 104, the horizontal braces 105, and the lower lateral braces 109) have an end with an aperture (not shown) extending therethrough, wherein the end of the brace 104, 105, 109 is placed between the opposing side members of the flange 125 such that the aperture in the end of the brace 104, 105, 109 aligns with the aperture in the flange 125. A pivot pin 131 extends through the apertures in the flange 125 and the brace 104, 105, 109 to hingedly or pivotally attach the positioning ring 103 to each of the braces 104, 105, 109.
To assemble the safety system 119 to the adjacent structure 117, mounting plates 116a can be used to temporarily secure the vertical trusses 100 to the building structure 117. In the illustrated, non-limiting example shown in
To suspend the cable 13 between the opposing vertical trusses 100, cable mounting rings 118 are connected to a top portion 101 of the third section 102c of the vertical trusses 100. One or more of the automatic belay devices 114 are coupled to the cable 113 through the use of a sliding ring 135 such that the automatic belay devices 114 can move freely along the cable 113 between the vertical trusses 100, as shown in the illustrated, non-limiting example of
As needed, the safety system 119 is assembled by positioning the base cage 106 adjacent to the building structure 117 and filling the container 107 with water or sand. The vertical trusses 100 are assembled using the number of sections 102 necessary to achieve the desired height of each vertical truss 100. Once the sections 102 are connected and the vertical trusses 100 are upright, the mounting plates 116 may be mounted to the roof 124 of the building structure 117. The positioning rings 103 may be vertically positioned and secured along the vertical trusses 100 while being pivotally connected to the upper braces 104 and the horizontal braces 105. The lower lateral braces 109 are positioned on the supporting surface so that the lower lateral braces 109 form an approximately 45-degree angle between each lateral brace 109 and the vertical truss 100. This can be achieved by varying the vertical placement of the positioning ring 103 that is connected to the lower lateral braces 109 along the vertical truss 100. The cable 113 is then attached to the cable mounting rings 118 at the top portion 101 of the vertical trusses 100 so that the cable 113 is taut and suspended above the roof 124 of the building structure 117. The automatic belay devices 114 are slidably attached to the cable 113 through the use of the sliding rings 135, and the workers are then attached to the safety lines 115 of the automatic belay devices 114 using harnesses. Once the work is completed on the structure 117, the safety system 119 can be disassembled in the reverse manner, transported to a different structure, and reassembled adjacent the next building structure.
Alternative implementations of the safety system 119 are disclosed in
While the invention has been described in connection with certain embodiments, it is to be understood that the invention is not to be limited to the disclosed embodiments but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the scope of the appended claims, which scope is to be accorded the broadest interpretation so as to encompass all such modifications and equivalent structures as is permitted under the law.
Number | Date | Country | |
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63094469 | Oct 2020 | US |