Rebar anchorage system for horizontal lifeline

Information

  • Patent Grant
  • 6779629
  • Patent Number
    6,779,629
  • Date Filed
    Thursday, August 15, 2002
    22 years ago
  • Date Issued
    Tuesday, August 24, 2004
    20 years ago
Abstract
A rebar anchorage system for a horizontal lifeline is described as well as the method of installing the same. Preferably, two triangular frames are secured to vertically extending rebar by eight sets of J-bolts and speed nuts. The frames are preferably made of tubular steel, and may be attached to the vertically extending rebar by one workman. Two or more rebar lifeline anchors may be used in combination to secure the ends of a horizontal lifeline. Three or more anchors can be used to secure two or more lifelines that are perpendicular to each other, such as along the outer, leading edges of a construction site.
Description




FIELD OF THE INVENTION




The present invention generally relates to apparatuses and methods for anchoring a horizontal lifeline and, more particularly, relates to apparatuses and methods for anchoring a horizontal lifeline to rebar.




BACKGROUND OF THE INVENTION




Reinforcing bar or “rebar” is typically used in concrete construction to reinforce a concrete structure by forming a web which is completely encased within the concrete. A raised pattern on the surface of the steel bar forms gripping surfaces around which the concrete hardens. Once the concrete hardens, shifting of the concrete is prevented by the outwardly protruding pattern on the bar.




When pouring the concrete for large elevated structures, such as sports stadiums, a horizontal lifeline may be employed to prevent workers on the leading edge, or at the forefront, of the structure under construction from falling from an elevated height and injuring themselves. A safety harness or line can be attached to the horizontal lifeline and may allow user movement in one or more directions while limiting user movement in the vertical or other direction (i.e.: prevent falling). The ends of the horizontal lifeline are typically anchored to the base of the concrete structure, or some other non-moveable object, to secure the lifeline. Previously, either no fall protection has been used or these lifelines have been secured to rebar by wrapping a cable around the vertical column. Since this method is quite variable and therefore not very reliable, let alone being subject to test, it could easily result in a system failure and user injury.




It would be desirable, therefore, to develop an apparatus and method for attaching a horizontal lifeline to rebar that did not present the disadvantages and shortcomings discussed above.




SUMMARY OF THE INVENTION




Generally, the present invention comprises an apparatus and method for anchoring a horizontal lifeline to existing rebar. Particularly, as a concrete structure is being constructed, it is often the case that vertically extending columns or rods of rebar stick up out of the previously poured section of concrete. This rebar is firmly anchored to the poured concrete, and hence, firmly anchored to the base or foundation of the structure. The apparatus of the present invention may be more easily and quickly attached and removed from the rebar than by conventional anchoring methods. Moreover, the horizontal lifeline anchoring apparatus of the present invention may be attached and removed by a single construction worker.




Preferably the anchoring apparatus of the present invention includes a pair of “L-shaped” or triangular brackets or anchor frames, oriented perpendicular to each other, that can be easily and quickly attached to the vertical rebar columns, preferably with J-bolts and speed nuts. A lifeline may then be strung from the attachment eye or connecting device that is preferably mounted on the top of the anchor frame. Two separate anchoring devices can be secured to two separate groups of extending rebar, and a lifeline can then be strung between the two anchors. A single user is thus able to more quickly and easily attach the horizontal lifeline to the vertical rebar than by conventional methods.




Other details, objects and advantages of the present invention will be more readily apparent from the following description of the presently preferred embodiments.











BRIEF DESCRIPTION OF THE DRAWINGS




The present invention and its presently preferred embodiments will be better understood by reference to the detailed disclosure hereinafter and to the accompanying drawings, wherein:





FIG. 1

is a front view of a horizontal lifeline connected between a rebar anchorage system of the present invention;





FIG. 2

shows typical diameters used for rebar;





FIG. 3

is a top view of a rebar anchorage system without the horizontal lifeline and the concrete column;





FIG. 4

shows a J-bolt that can be used with a rebar anchorage system of the present invention;





FIGS. 5A

(top view) and


5


B (front view) show a speed nut used with a rebar anchorage system of the present invention; and





FIG. 6

shows four rebar anchors attached to four groups of rebar with an exploded view of one rebar anchor with two lifelines attached thereto.











DESCRIPTION OF THE PREFERRED EMBODIMENTS





FIG. 1

generally shows a front view of one preferred embodiment of the present invention, in which two rebar lifeline anchors are used in a horizontal lifeline system. A horizontal lifeline


10


is stretched between two rebar lifeline anchors


12


that secure horizontal lifeline


10


to rebar


15


extending from the top of a concrete column


17


or other reinforced structure. Each rebar lifeline anchor


12


generally is comprised of two triangular frames or brackets


20


and


32


, oriented generally perpendicular to each other (see FIG.


3


), a plurality of J-bolts


27


and speed nuts


33


(see FIG.


3


), and a connector or attachment eye


37


that allows a lifeline


10


to be hooked thereto.





FIG. 2

shows a conventional assortment of size diameters for rebar


15


used in making reinforced concrete structures. Typically, textured elongated rods of steel rebar


15


will be formed into a web-like arrangement to reinforce concrete poured into a frame placed over the top of rebar


15


. Rebar


15


strengthens a column of poured concrete


17


(

FIG. 1

) and helps to prevent shifting and cracking of the concrete over time. As concrete column


17


is poured, there is typically a group of vertical rods or columns of rebar


15


extending out of the top of the previously poured column of concrete. In connection with at least one presently preferred embodiment of the present invention, it is recognized that these vertically extending rebar rods


15


can provide a convenient anchorage location from which to mount a safety line


10


(FIG.


1


) for workers who need to work at dangerous heights to prepare the structure for the next section of concrete to be poured.





FIG. 1

shows the front half of two rebar lifeline anchors


12


. Each rebar lifeline anchor


12


is preferably comprised of a triangular-shaped frame


20


having three members


21


,


23


and


25


preferably made from hollow, square metal tubes. A base member


21


can run generally parallel to the ground, a vertical member


23


can run generally parallel to vertically extending rebar


15


, and a diagonal support member


25


can connect the ends of these two members


21


and


23


together for support. Triangular frame


20


is typically made of steel and is preferably welded together into a one piece unit before being attached to the rebar


15


. Frame


20


may also be made of aluminum or some other strong material. Using materials other than steel may make frame


20


lighter (allowing easier one-man mounting/dismounting) but may also increase the cost of the rebar anchorage system. It is also possible for these three frame members


21


,


23


and


25


to be three separate pieces which are connected together during installation for ease of transportation of frame


20


.





FIG. 3

shows a plan view (from above) of a rebar anchorage system of the present invention without the horizontal lifeline and the concrete column. In

FIG. 3

, a top view of the triangular frame


20


(shown in FIG.


1


and described above) is shown oriented generally perpendicular to a second triangular frame


32


(described below).

FIG. 3

shows columns or rods of rebar


15


extending vertically out of a formed concrete column (not shown). Base


21


and diagonal members


25


of a rebar triangular frame


20


may be attached to these rods of rebar


15


by J-bolts


27


. Specifically, a base member


21


and diagonal member


25


are typically provided with a plurality of holes


28


drilled therethrough along the horizontal side (see FIG.


1


). Frame members


21


and


25


may be held against the outside of the group of vertical rebar


15


, and a plurality of J-bolts


27


may be inserted through the members


21


and


25


, with the hook of the J-bolt


27


being looped around one or more vertically extending portions of rebar


15


(see FIG.


3


).




A J-bolt


27


for use with the present invention is shown in

FIG. 4

, but any number of similar attachment devices, as would be obvious to one skilled in the art, such as a flexible coupling, could be substituted for J-bolt


27


while still being within the scope of the present invention. The shorter end


29


of the J-bolt


27


is inserted into one of the holes


28


drilled through the base member


21


and diagonal member


25


of the frame


20


(and frame


32


described below) and extends into the middle of these hollow members. The longer end


31


of the J-bolt


27


is preferably threaded over a length


38


and is inserted all the way through both walls of the members


21


and


25


. The longer threaded end


31


typically protrudes outside the wall of the members


21


and


25


of the frame


20


. A speed nut


33


is then preferably threaded onto the threaded end


31


of the J-bolt


27


and tightened to secure the frame


20


to one or more vertically extending rebar rods


15


. A typical example of such a speed nut


33


is depicted in

FIG. 5

with detailed top (


5


A) and front (


5


B) views.




A plurality of J-bolts


27


and speed nuts


33


can be used in tandem, as shown in

FIG. 3

, to secure the frame


20


to rebar columns


15


. Typically, four J-bolts


27


and speed nuts


33


(two for the base member


21


and two for the diagonal member


25


) are used in a preferred embodiment of the present invention. Once the speed nuts


33


are tightened, the frame


20


resists sliding up or down the rebar


15


, and is thereby securely fixed with respect to the concrete


17


. The J-bolt


27


and speed nut


33


combination allows a single worker to securely attach one or more anchor frames


20


to rebar


15


.




As briefly mentioned above, preferably, a second frame


32


is attached to vertical rebar


15


adjacent to the first frame


20


. As seen in

FIG. 3

, this second frame


32


may preferably be attached perpendicular to first frame


20


. Although two separate reference numbers are shown for clarity, these two frames


20


and


32


may be identical in actual practice. This second frame


32


is preferably attached to the vertically extending rebar


15


in the same way as first frame


20


. Again, four J-bolts


27


used with four speed nuts


33


are sufficient for stability.




Although the frames


20


and


32


have been described above with respect to hollow, square tubes


21


,


23


and


25


attached to rebar


15


with a plurality of J-bolts


27


and speed nuts


33


, one may replace one or more of these parts with alternate parts that function similarly. For example, one may use rods, hollow rods or angular bars instead of hollow bars. Similarly, one may use a square frame or other shaped frame instead of the triangular frame described herein.




Returning to

FIG. 1

, there are two frame connection tabs


35


that extend outward from the frame


20


, with a hole or slot extending therethrough in the vertical direction. These frame connection tabs


35


can be simple planar pieces of metal that are welded to vertical member


23


of the frame


20


(and the second frame


32


). When viewed from above (see FIG.


3


), a slot or hole extends therethrough. These frame connection tabs


35


are constructed so that when frames


20


and


32


are both attached to the vertically extending rebar


15


, and vertical members


23


of the frames


20


and


32


are oriented adjacent to each other, the two respective pairs of slots or holes through the frame connection tabs


35


line up vertically. Therefore, a pin


40


(see

FIG. 3

) can be inserted through the holes in frame connection tabs


35


to connect the two frames


20


and


32


together. In this way, frames


20


and


32


may be attached not only to the vertical rebar


15


, but also to each other, which increases the strength of rebar anchor


12


as a whole.




At the top of vertical member


23


of frame


20


(and frame


32


) is a connector such as attachment loop


37


that allows a horizontal lifeline


10


or other safety device to be attached to frame


20


and, therefore, to the vertical rebar


15


. A horizontal lifeline


10


can be attached to eye


37


, and the lifeline


10


may be pulled in a variety of directions while remaining anchored to vertical rebar


15


through the rebar anchor


12


.




The above discussion detailed the structure and attachment methods of one embodiment of a rebar anchorage system of the present invention. Preferably two rebar lifeline anchors


12


are used with a horizontal lifeline system, with one at each end of the lifeline.

FIG. 1

shows two rebar lifeline anchors


12


as used in a presently preferred embodiment of a present invention. To aid in clarity, the second frame


32


is not shown. The two anchors


12


are mounted on adjacent or parallel groups of rebar


15


, with the lifeline connectors, in this case loops


37


, lining up in the same plane. In this example, a horizontal lifeline


10


, such as the Horizon™ Horizontal Lifeline manufactured by the Rose Manufacturing Company, is connected between the two rebar anchors


12


. Generally, the ends of horizontal lifeline


10


are attached to loops


37


by way of a wedge socket on the free end


41


, with lifeline


10


having some small amount of slack. Then, lifeline


10


is tightened by way of a turnbuckle


39


at the jaw end or according to some conventional practice. The result is a horizontal lifeline cable


10


that is firmly attached to at least two sets of vertical rebar


15


extending from the top of a concrete column


17


.




The present rebar anchorage system may be more easily and more quickly attached to rebar


15


than by conventional methods and apparatuses. A single worker can attach, detach or adjust the anchorage of horizontal lifeline


10


with a decreased amount of effort in a decreased amount of time compared to conventional methods and devices.




In another embodiment, if one end of horizontal lifeline


10


is secured to the building foundation by some other arrangement, such as for example to an I-beam by means of a clamp such as the Versatile BeamGrip manufactured by the Rose Manufacturing Company, the present invention can be used with only one rebar lifeline anchor


12


. Such a method can be used in a system where one end of lifeline


10


remains fixed while the other end of lifeline


10


may be moved. The fixed end of lifeline


10


may be mounted to the building foundation while the moveable end of lifeline


10


may be mounted to various vertically extending rebar


15


as the construction proceeds.




In another preferred embodiment of the present invention, a third rebar lifeline anchor


12


may be attached to a third group of vertically extending rebar


15


. A second horizontal lifeline


10


may then be strung between the third anchor


12


and one of the first two anchors


12


. Preferably, this second horizontal lifeline


10


is strung perpendicular to the first horizontal lifeline


10


. Because each anchor


12


is secured to rebar


15


by two substantially perpendicular frames


20


and


32


, one anchor


12


is capable of supporting more than one horizontal lifeline


10


at the same time. The user merely has to connect one end of each horizontal lifeline


10


to each of loops


37


at the top of frames


20


and


32


.




For example,

FIG. 6

shows four rebar lifeline anchors


12


attached to four groups of vertical rebar


12


. Preferably, there are three lifelines


10


attached between the four rebar lifeline anchors


12


.

FIG. 6

shows the three lifelines


10


oriented generally perpendicular to each other and forming a safety system that runs along the outside of the vertically extending rebar


15


. The exploded view in the center of

FIG. 6

details the connections at the top of rebar lifeline anchor


12


. Two loops


37


are attached to the top of frames


20


and


32


respectively. Because the frames


20


and


32


are oriented generally perpendicular with respect to each other, the loops


37


are likewise oriented generally perpendicular to each other. Therefore, two lifelines


10


can be connected to a single rebar lifeline anchor


12


perpendicular to each other. In this way, four rebar lifeline anchors


12


can be used to connect three or more lifelines


10


generally around the outside of four or more groups of extending rebar


15


(as in FIG.


6


).




Also, more than one horizontal lifeline


10


may be strung parallel to each other from two or more rebar lifeline anchors


12


. Additional lifelines


10


may be strung for further safety support, or, for example, one lifeline


10


may extend further than another lifeline, allowing different users a greater or lesser amount of mobility depending on the intended application and safety requirements.




When horizontal lifeline


10


needs to be shifted, moved, or disassembled, a reverse process is employed. Horizontal lifelines


10


are disconnected, speed nuts


33


or other attachment devices are loosened, J-bolts


27


are removed, and frames


20


and


32


are removed. Frame


20


is then ready to be remounted in a different location.




Rebar lifeline anchors


12


according to the present invention may also be adjustable so that one or more anchors


12


can be moved without completely disassembling the entire horizontal lifeline system. In one presently preferred method, speed nuts


33


can merely be loosened, rather than removed, so that the J-bolt


27


and speed nut


33


combinations remain attached to frames


20


and


32


. Frames


20


and


32


can then be slid up or down the vertical rebar, or can be moved to an entirely new location. Once in a new location, speed nuts


33


can again be tightened, pulling the J-bolts


27


securely against the vertically extending rebar


15


. In this way, a reduced amount of time and effort can be expended to relocate or adjust the rebar anchorage system of the present invention.




Although the invention has been described with respect to attaching a horizontal lifeline onto vertically extending columns or rods of rebar, the present invention can also be used with other directional orientations. Because the anchor frames are fixedly attached to the rebar (not relying on gravity) a horizontal or otherwise oriented lifeline may be attached to rebar or other rods, textured or otherwise, that extend in any direction from concrete or some other material. Any orientations presented in the preceding disclosure were by way of example only and should not be construed to limit the present invention in any way.




Although the invention has been described above in terms of particular embodiments, one of ordinary skill in the art, in light of the teachings herein, can generate additional embodiments and modifications without departing from the spirit of, or exceeding the scope of, the claimed invention. Accordingly, it is to be understood that the drawings and the descriptions herein are proffered by way of example only to facilitate comprehension of the invention and should not be construed to limit the scope thereof.



Claims
  • 1. An anchor for a temporary lifeline, the anchor being adapted for temporary attachment to exposed rebar members, the anchor comprising:at least first, second and third frame members, each of the first, second and third frame members including spaced ends, the at least first, second and third frame members being connected to each other at their spaced ends and defining an anchor, the anchor frame defining a closed, planar, geometric shape the closed anchor frame being adapted to be secured to, and removed from exposed rebar members; a plurality of holes in at least one of the first, second and third frame members of the closed anchor frame, the plurality of holes being located intermediate the spaced ends of the at least one of the first second and third frame members; connecting means receivable in the plurality of holes in the at least one of the first, second and third frame members of the closed anchor frame, the connecting means being adapted to be engageable with exposed rebar members, the connecting means extending generally perpendicularly to a plane defined by the closed anchor frame; and a lifeline connecting device on the closed anchor frame, the lifeline connecting device being adapted for the removable attachment of a lifeline to the closed anchor frame.
  • 2. The anchor of claim 1 wherein the connecting means include a plurality of J-bolts.
  • 3. The anchor of claim 2, further including a plurality of speed nuts for securing the plurality of J-bolts to the closed anchor frame.
  • 4. The anchor of claim 2 wherein the connecting means are four J-bolts and further including four speed nuts for securing the four J-bolts to the closed anchor frame.
  • 5. The anchor of claim 1 wherein the closed planar geometric shape of the anchor frame is a triangle.
  • 6. The anchor of claim 1 including a second closed anchor frame and further including means for attaching the first and second closed anchor frames together, the attached first and second closed anchor frames being oriented generally perpendicularly with respect to one another.
CROSS REFERENCE TO RELATED APPLICATIONS

This application is a continuation of U.S. Ser. No. 09/505,542 filed Feb. 17, 2000, now U.S. Pat. No. 6,502,663.

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Continuations (1)
Number Date Country
Parent 09/505542 Feb 2000 US
Child 10/219399 US