There are currently no applications co-pending with the present application.
The present invention relates generally to a temporary handrail, and in particular, to a safety handrail system which serves as a fall restraint during construction of masonry walls.
Safety rails and fall restraint products are known. While these restrain systems are effective, they may still allow for injury should a worker fall even a few feet. Temporary barricades and similar safety restraint systems used for elevated construction sites are time consuming to erect. Permanent fall restraints require noticeable modifications made to structures to guarantee safe anchoring. Additionally, restraint systems often hinder work and slow productivity.
Various attempts have been made to provide temporary handrails to masonry wall construction projects. Examples of these attempts can be seen by reference to several U.S. Pat. No. 3,776,521, issued in the name of Weinert, describes a portable safety railing for positioning upon preexisting horizontal surfaces with weighted bases.
U.S. Pat. No. 3,901,481, issued in the name of Probst, describes a barricade or railing for a roof upon a structure.
U.S. Pat. No. 5,188,342, issued in the name of Ouellette et al., describes a safety railing for the edge of a roof upon a structure.
While these attempts may fulfill their respective, particular objectives, each of these references suffer from one (1) or more disadvantages. Many are not suited to provide portable protection to workers erecting masonry walls at elevated heights. Others are limited and provide protection only to pre-existing roofing structures or other pre-existing horizontal structures.
The inventor has recognized the aforementioned inherent problems and lack in the art and observed that there is a need for a portable safety rail system which protects and accommodates the needs of workers erecting masonry walls at elevated heights.
Accordingly, it is an object of the present embodiments of the invention to solve at least one (1) of these problems. The inventor has addressed this need by developing a safety rail system that provides fall protection and restraint and that is adapted for use with the construction of masonry walls.
To achieve the above objectives, it is an object of the present invention to provide fall restraint protection during masonry wall construction projects.
Another object of the present invention is to provide tubular anchoring assemblies which comprise a bottom sleeve portion which is embedded within pre-cured liquid grout fill within hollow cavity portions of masonry blocks which make up a partially completed wall.
Yet still another object of the present invention is to provide a plurality of vertical posts which connect to the embedded sleeves via locking pins.
Yet still another object of the present invention is to provide a plurality of rail sections attached to the posts in a horizontal and offset manner using respective rail offset assemblies being positioned at top and intermediate positions along the posts.
Yet still another object of the present invention is to provide a sleeve and a locking pin which provide a stable means of attachment of the vertical posts to the masonry wall.
Yet still another object of the present invention is to provide a means to easily adjust the horizontal offset distance between the rail sections and the posts.
Yet still another object of the present invention is to provide an alternate anchor bolt assembly to support an alternate post to support the rail sections.
Yet still another object of the present invention is to provide a method of utilizing the device that provides a unique means of filling masonry blocks with grout fill, submerging sleeves, positioning sleeves, curing, inserting the locking pins, inserting the posts, assembling the rail sections, securing the threaded rods, reconfiguring the system with the increasing height of the masonry wall and, partially or completely eliminating the use of cables and/or safety harness equipment at a masonry wall project.
Further advantages of the embodiments disclosed in accordance with the present invention will become apparent from a consideration of the drawings and ensuing description.
Furthermore, the described features and advantages of the disclosure may be combined in various manners and embodiments as one skilled in the relevant art will recognize. The disclosure can be practiced without one (1) or more of the features and advantages described in a particular embodiment.
The advantages and features of the present invention will become better understood with reference to the following more detailed description and claims taken in conjunction with the accompanying drawings in which like elements are identified with like symbols and in which:
The best mode for carrying out the invention is presented in terms of its preferred embodiment, within
The terms “a” and “an” herein do not denote a limitation of quantity, but rather denote the presence of at least one of the referenced items.
Referring now to
The system 10 is shown here depicting a single assembled section; however, it is understood that each rail section 16 may comprise two (2) or more posts 12 based upon an overall spanning length, and that pairs of rail sections 16 may also be joined together as needed by being overlapped and fastened using the rail offset assemblies 50 to form a desired overall width of the system 10 based upon a particular masonry wall project (see
Referring now to
In use, the sleeve 40 is embedded within pre-cured liquid grout fill 82 within the masonry block 80 such that the sleeve groove portion 42 of the sleeve 40 is positioned slightly above a top surface of the grout fill 82, thereby allowing detachment of the post 12 and locking pin 32 from said sleeve 40 to remove, raise, or otherwise reconfigure the post 12 and rail 16 portions of the system 10, as needed. The sleeve 40 is illustrated here depicting an “L”-shaped sleeve slot 42 which provides an “insert-and-twist” means to interlock the lower spring pin 43a; however, it is understood that the sleeve 40 may comprise different engagement methods such as a pair of round holes or other features which act to engage said spring pins 43a, without deviating from the teachings of the invention, and as such should not be interpreted as a limiting factor of the system 10.
Referring now to
The rail offset assemblies 50 provide a means to easily adjust the horizontal offset distance ‘C’ 58 between the rail sections 16 and the posts 12, thereby obtaining the required clearance needed to add courses of masonry blocks 80 upwardly while retaining the safety benefit of the rail sections 16. Each rail offset assembly 50 further comprises a threaded rod 52 approximately one (1) foot in length, a plurality of nut fasteners 54, and a wing nut 56. Each threaded rod 52 is inserted through respective opposing upper post aperture portions 13b of each post 12 and secured using the nut fasteners 54. The remaining end of the threaded rod 52 is inserted through a rail aperture portion 17 of each rail section 16 and is secured in position using a nut fastener 54 along an inner surface, and a wing nut fastener 56 along an outer surface of said rail section 16. The wing nut fastener 56 enables a user to easily adjust the horizontal offset distance ‘C’ 58 between the rail sections 16 and the posts 12. The offset distance “C” 58 is based upon a thickness of a specific masonry wall 85 and corresponding clearance needed to add courses of masonry blocks 80 upwardly while retaining the position of the rail sections 16. The offset distance ‘C’ 58 of said rail sections 16 allows the addition of several courses of masonry block 80 until obtaining a height which necessitates reconfiguring of the system 10 to raise the height of the rail sections 16. It is understood that other devices such as drop locks or equivalent mechanical stop devices may be provided in lieu of said nut 54 and wing nut 56 fasteners to secure said rail sections 16 and/or posts 12 without deviating from the teachings of the invention, and as such should not be interpreted as a limiting factor of the system 10.
As seen here, additional rail sections 16 may be overlapped and joined using said nut 54 and wing nut 56 fasteners to form a desired length of the system 10.
Referring now to
It is envisioned that other styles and configurations of the present invention can be easily incorporated into the teachings of the present invention, and only one particular configuration shall be shown and described for purposes of clarity and disclosure and not by way of limitation of scope.
The preferred embodiment of the present invention can be utilized by the common user in a simple and effortless manner with little or no training. After initial purchase or acquisition of the system 10, it would be installed as indicated in
The method of installing and utilizing the system 10 may be achieved by performing the following steps: procuring individual piece parts from a manufacturer of scaffolding equipment required to assemble the system 10; filling a desired number of masonry blocks 80 with grout fill 82; submerging a respective number of sleeves 40 into pre-cured liquid grout fill 82 in locations where post portions 12 of the system 10 are to be positioned; positioning said sleeves 40 such that the sleeve groove portions 42 of each sleeve 40 are positioned slightly above a top surface of said grout fill 82; allowing a sufficient period of time for the grout fill 82 to cure; inserting the locking pins 32 into the sleeves 40 so as to engage the lower spring pin portions 34a of each locking pin 32 with the sleeve slot portions 42 of the sleeves 40; inserting the posts 12 onto said locking pins 32 so as to engage the upper locking pin portion 34b into respective lower post aperture portions 13a of each post 12; assembling the rail sections 16 at top and intermediate positions of each post 12 by inserting the threaded rods 52 through post aperture portions 17 such that said threaded rods 52 extend horizontally outward away from the masonry wall 85; securing said threaded rods 52 to the posts 12 using the nut fasteners 54; inserting the free end portions of each threaded rod 52 through respective rail aperture portions 17 of each respective rail section 16; positioning each rail section 16 along said threaded rods 52 at distance from the post portions 12 as represented by dimension ‘C’ 58 so as to provide sufficient vertical clearance for additional courses of masonry block 80 to be built upwardly upon the masonry wall 85; and, partially or completely eliminating the use cables and/or safety harness equipment at a masonry wall 85 project afforded a user of the present invention 10.
At such a time as the height of the masonry wall 85 necessitates raising and reconfiguring of the system 10 to reposition the rail sections 16, the system 10 would be reconfigured by performing the following steps: disengaging the posts 12 and rail sections 16 from the sleeves 40 by depressing the lower spring pin portions 34a of the locking pins 32 and lifting said assembled post 12 and rail 16 sections of the system 10 upwardly and setting said portions 12, 16 aside; adding a number of masonry blocks 80 so as to level the masonry wall 85 by filling gaps in said masonry wall 85 which were previously occupied by the post portions 12 of the system 10; filling said masonry blocks 80 with grout fill 82 and repeating the assembly process of the system 10 as described above at a superjacent elevation; and, repeating said upward reconfiguration of the system 10 as needed until completing the masonry wall 85 project.
The method of assembling the system 10 using the alternate anchor bolt assemblies 70 may be achieved by performing the following steps: embedding a desired number of anchor bolts 74 into the pre-cured liquid grout fill 82 within the blocks 80 in like manner as the previously described sleeves 40, with the threaded portions of said anchor bolts 74 extending vertically upwardly above a top surface of said grout fill 82; allowing a period of time for the grout fill 82 to cure; threadingly engaging the threaded aperture portion 75 of the fastener plates 73 of each alternate post 74 onto the respective anchor bolts 74; and, assembling the rail sections 16 to said alternate posts 72 in like manner as the previously described preferred posts 12.
The foregoing descriptions of specific embodiments of the present invention have been presented for purposes of illustration and description. They are not intended to be exhaustive or to limit the invention and method of use to the precise forms disclosed. Obviously many modifications and variations are possible in light of the above teaching. The embodiment was chosen and described in order to best explain the principles of the invention and its practical application, and to thereby enable others skilled in the art to best utilize the invention and various embodiments with various modifications as are suited to the particular use contemplated. It is understood that various omissions or substitutions of equivalents are contemplated as circumstance may suggest or render expedient, but is intended to cover the application or implementation without departing from the spirit or scope of the claims of the present invention.
Number | Name | Date | Kind |
---|---|---|---|
221449 | DeWolfe | Nov 1879 | A |
1496665 | Fahrenholz | Jun 1924 | A |
2820655 | Hileman | Jan 1958 | A |
3406946 | Saultz | Oct 1968 | A |
3776521 | Weinert | Dec 1973 | A |
3901481 | Probst | Aug 1975 | A |
4830341 | Arteau et al. | May 1989 | A |
4946138 | Gaillard et al. | Aug 1990 | A |
5148342 | Kato | Sep 1992 | A |
5377958 | Palmer | Jan 1995 | A |
5400870 | Inoue | Mar 1995 | A |
5586423 | Mullen | Dec 1996 | A |
6015139 | Weber | Jan 2000 | A |
6585080 | Murray | Jul 2003 | B2 |
6745529 | Beltran | Jun 2004 | B2 |
7188453 | Greenberg et al. | Mar 2007 | B2 |