The present invention relates generally to concrete form panels for use in assembling concrete forms and, more particularly, to a locking system for securing adjacent concrete form panels together during assembly of the concrete form.
Pre-fabricated concrete form panels are used to assemble opposing walls of a concrete form. A number of the concrete panels are typically positioned adjacent each other, and may also be placed one on top of another in a gang or group, to form cavities between the opposing walls of the panels of various shapes and sizes into which wet concrete may be poured. Typically, the panels are abutted together on their adjacent sides and are securely fastened together by two or more locking devices, such as bolts and nuts, bolts and wedges, or hinged latches, which have a portion of the locking device passing through aligned holes or slots formed in abutting side members of the adjacent panels.
The opposing walls of the concrete form are connected together and held in spaced apart relationship by horizontally extending tie rods which are connected to the opposing walls of the concrete form. The tie rods are typically secured in place by the same locking devices used to secure the adjacent panels together. The tie rods keep the opposing walls of the concrete form from spreading apart when the wet concrete is poured into the cavities. When the concrete dries, the concrete form panels are removed and may be reused.
Known locking devices of the past suffer from several shortcomings and drawbacks. For example, these locking devices may have several loose pieces which must be carried by workers as the panels are positioned and secured together to assemble the concrete form. A large quantity of locking hardware is oftentimes necessary to secure adjacent panels of the concrete form together so the locking hardware is typically carried by the workers in large containers as they erect the concrete forms. Carrying of the locking hardware can be cumbersome for the workers and the loose pieces may be accidentally dropped. The loose pieces of the locking hardware must be gathered as the panels are disassembled and are oftentimes lost or misplaced.
In addition, known locking systems of the past may have one or more components permanently attached to portions of the panel. When the panel becomes damaged and must be discarded, components of the locking hardware may be discarded with the panel as well. All of these drawbacks and shortcomings may lead to increased costs of labor and materials.
Accordingly, there is a need for a locking system which secures adjacent panels together with a minimum number of loose parts. There is also a need for a locking system which is readily attachable and detachable from the panel so it can be reused on other panels as may be required.
The present invention overcomes the foregoing and other shortcomings and drawbacks of locking systems heretofore known for securing concrete form panels together. While the invention will be described in connection with certain embodiments, it will be understood that the invention is not limited to these embodiments. On the contrary, the invention includes all alternatives, modifications and equivalents as may be included within the spirit and scope of the present invention.
A suitable concrete form panel for use with the locking system of the present invention has a pair of opposing horizontal end members and a pair of opposing vertical side members which are connected together to form a reinforcing panel frame. A plywood facing or relatively thin metal sheet is secured to the panel frame to form a panel wall. The frame also has a series of horizontal cross members which are vertically spaced apart along the height of the panel and are connected at their opposite ends to the opposing side members. Each end of the cross member has a slot formed therein which extends from connections of the cross member with the opposing side members. Each of the side members has a vertical series of slots or openings formed therein so that the slots of adjacent panels are generally aligned when the panels are assembled in side-by-side abutting relationship to erect the concrete form.
According to one aspect of the present invention, each locking system includes a mounting block, an elongated slide member supported for sliding movement relative to the mounting block, and an elongated mounting arm connected to the mounting block. The mounting block is configured to be removably attached to the cross member of the panel so as to align a projecting end of the slide member with the aligned slots of the adjacent panels. The slide member is movable between a first position wherein the projecting end is retracted from the aligned slots and a second position wherein the projecting end extends through the aligned slots for securing the panels together.
The mounting arm provides simple and accurate installation and positioning of the mounting block on the cross member of the panel. The mounting arm includes an upstanding pin at one end which is configured to fit within one of the slots formed on the cross member. The pin engages the slot and creates a pivot connection between the locking system and the panel so that the mounting block can be pivoted on the mounting arm into frictional engagement with the cross member. The mounting arm assures the mounting block is properly spaced inwardly from the vertical side member of the panel onto which it is installed and prevents movement of the mounting block either toward the vertical side member or toward the center of the panel during use of the locking system.
In one embodiment, the slide member comprises an elongated bolt member and an elongated bolt support member which are mounted for sliding movement together relative to the mounting block. The bolt member is mounted to rotate relative to the mounting block and the bolt support member when the slide member is moved to the extended position. The bolt member has locking faces which are brought into engagement with inside faces of the adjacent panels when the bolt is rotated to a locked position to secure the adjacent panels together.
According to another aspect of the present invention, the locking system includes a mounting block, an elongated slide member supported for sliding movement relative to the mounting block, a mounting arm and a wedge member. In this embodiment, the slide member comprises an elongated bolt member having an elongated slot formed in its projecting end. The wedge member is configured to be inserted into the slot when the bolt member is moved to its extended position to secure the adjacent panels together.
According to another aspect of the present invention, the locking member includes a mounting block, an elongated slide member supported for sliding movement relative to the mounting block, a mounting arm and a clamp member. In this embodiment, the slide member comprises an elongated bolt member and the clamp member is rotatably mounted on the bolt member. The clamping member is configured to be rotated on the bolt member between unlocked and locked positions. In the locked position, a pair of spaced apart legs of the clamp member are brought into engagement with the inside faces of the adjacent panels to secure the adjacent panels together.
The above and other objects and advantages of the present invention shall be made apparent from the accompanying drawings and the description thereof.
The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and, together with a general description of the invention given above, and the detailed description of the embodiments given below, serve to explain the principles of the invention.
Referring to the figures, and to
One suitable concrete form panel 20a, 20b for use in the present invention to erect concrete forms is the “Steel-Ply” panel manufactured by Symons Corporation of Des Plaines, Ill. and its description is provided herein by way of example only and without limitation. Each panel 20a, 20b has a pair of opposed horizontal end members 28 and a pair of opposed vertical side members 30 which are connected together to form a reinforcing panel frame 32. A rectangular plywood facing or relatively thin steel sheet 34 is secured to the panel frame 32 to form a panel wall as is well known in the art.
The frame 32 also includes a series of horizontal cross members 36 in the form of angle bars which are vertically spaced apart along the height of the panel 20a, 20b and are connected at their opposite ends to the opposing side members 30. The cross members 36 are oriented generally parallel to the end members 28 and perpendicular to the side members 30. As shown in
Edge notches 44 are formed at intervals along the vertical side members 30 so that the notches 44 of adjacent panels 20a, 20b, when placed in side-by-side abutting relationship, form openings 46 extending through the adjacent side members 30. The openings 46 formed by the notches 44 provide for entry of the ends of the tie rods 26 as will be described in greater detail below. Each of the vertical side members 30 is provided with a vertical series of slots or openings 48 formed therein. Each slot 48 is aligned with the center of respective notches 44 formed in each vertical side member 30 so that the slots 48 of adjacent panels 20a, 20b are generally aligned when the panels 20a, 20b are assembled in side-by-side abutting relationship to erect the concrete form 22.
According to one embodiment of the present invention as shown in
As shown in
The mounting block 50 has a horizontal opening or bore 72 extending across its width which is configured to support the slide member 52 for sliding movement relative to the mounting block 50 between the retracted and extended positions. Of course, other configurations of the opening 72 are possible as well for slidably supporting the slide member 52. When the mounting block 50 is fully engaged with the cross member 36, the opening 72 of the mounting block 50 is aligned with the aligned slots 48 of the adjacent panels 20a, 20b so as to align the projecting end 56 of the slide member 52 with the aligned slots 48. In one embodiment, the slide member 52 is mounted for sliding movement within the mounting block 50 between the retracted and extended positions. Of course, other slidable mountings of the slide member 52 and mounting block 50 are possible as well without departing from the spirit and scope of the present invention. An opening 74 in the mounting block 50 communicates with the opening 72 and the slot 58 so that any built up concrete within the mounting block 50 can be easily cleaned out with a suitable tool (not shown).
Referring to
As shown in
Further referring to 2-3, 3E and 4-5, the mounting arm 54 has an upstanding pin 86 mounted adjacent the arcuate nose 76. The pin 86 is configured to fit within the slot 42 formed in the horizontal leg 38 of the cross member 36 when the locking system 24 is installed onto the panel 20a as shown in
In one embodiment, as shown in
A handle 96 is provided on the bolt member 92 so that the slide member 52 can be manually moved or hammered from its retracted position to the extended position to move the projecting end 56 of the slide member 52 through the aligned slots 48. In the retracted position shown in
As shown in
As shown in
The projecting end 56 of the bolt member 92 is connected to an intermediate portion 106 of the bolt member 92 through a shaft portion 108. The handle 96 is connected to the intermediate portion 106 of the bolt member 92 through a shaft portion 110. Each of the shaft portion 108, intermediate portion 106 and shaft portion 110 has arcuate faces 112, 114 and 116, respectively, which confront the bolt support member 94. The arcuate faces 112, 114 and 116 facilitate rotation of the bolt member 92 relative to the bolt support member 94 when the bolt member 92 is rotated to the locked position for securing the adjacent panels 20a, 20b together. The shaft portion 108 facilitates rotation of the bolt member 92 within the aligned slots 48 after the projecting end 56 has been extended through the slots 48 and the tie rod 26 as shown in
As shown in
Referring now to
The bolt support member 94 has an end portion 146 which extends between the face 142 and an end face 148 of the bolt support member 94. The end portion 146 confronts the arcuate face 116 of the shaft portion 110 between the face 128 and the handle 96 of the bolt member 92. The bolt support member 94 also has a face 150 which is generally aligned with the face 134 on the end portion 130 and the locking face 120 of the bolt member 92 for purposes described below.
In use of the locking system 24 according to the embodiment of
Next, the pair of panels 20a, 20b are placed in side-by-side relationship to erect the wall of the concrete form 22. The slots 48 in the adjacent vertical side members 30 are aligned and the form tie rods 26 (
Finally, the bolt members 92 of each locking system 24 are rotated by their handles 96 in the direction of arrow 98 (
After use, the bolt members 92 are rotated by their handles 96 to move the locking faces 118, 120 out of engagement with the inside faces 124b, 124a of the adjacent panels 20a, 20b. The slide members 52 are then manually moved or hammered from their extended positions to their retracted positions so as to retract the projecting ends 56 from the aligned slots 48 and the tie rods 26. The locking systems 24 may remain installed on the panels 20a, 20b for future use or may be removed from the cross members 36 for installation on other panels.
Referring now to
As shown in
The bolt member 206 has a projecting end 210 which extends through the aligned slots 48 when the bolt member 206 is moved to the extended position as shown in
The wedge member 204 of locking system 200 is configured to be inserted into the slot 214 when the bolt member 206 is moved to the extended position as shown in
In use, the locking systems 200 (one shown) are inserted onto their respective cross members 36 with the bolt members 206 of each locking system 200 moved to their retracted position. The mounting blocks 50 are installed on the cross members 36, and the panels 20a, 20b and tie rods 26 are assembled as described in detail above so as to align the bolt members 206 with the respective aligned slots 48 of the adjacent panels 20a, 20b.
Each bolt member 206 is then moved manually or hammered from its retracted position to its extended position so that the projecting end 210 of each bolt member 206 extends through its respective aligned slots 48 and the looping end of the tie rod 26. The sliding movement of the bolt member 206 to the extended position stops when the faces 216 of the bolt member 206 engage the inside face 124a of the side member 30.
Finally, the wedge member 204 are inserted through the slots 214 so that the projection portion 220 of each wedge member 204 engages an arcuate face 222 of the slot 214 and the head portion 218 engages the inside surface 128b of the panel 20b to secure the panels 20a, 20b tightly together as shown in
After use, the wedge members 204 are removed from the slots 214. The bolt members 206 are then manually moved or hammered from their extended positions to their retracted positions so as to retract the projecting ends 210 from the aligned slots 48 and tie rods 26. The mounting block 50, mounting arm 54 and bolt member 206 may remain installed on the panels 20a, 20b for future use or may be removed from the cross members 30 for installation on other panels.
Referring now to
The slide member 302 comprises an elongated bolt member 306 having a projecting end 308, an intermediate head portion 310 and a generally cylindrical shaft portion 312. The shaft portion 312 is mounted within a generally cylindrical horizontal opening or bore 314 formed across the width of the mounting block 50 so that the slide member 302 is mounted for sliding movement within the opening 314 between retracted and extended positions. A pin 316 is mounted to the bolt member 306 which engages the side 84a of the mounting block 50 to prevent separation of the bolt member 306 and mounting block 50 when the bolt member 306 is moved to the extended position as shown in
The projecting end 308 of the bolt member 306 extends through the aligned slots 48 when the bolt member 306 is moved to the extended position. The projecting end 308 has opposed side faces 318 which taper to facilitate insertion of the projecting end 308 through the aligned slots 48 and the tie rod 26. The head portion 310 has an annular face 320 extending outwardly from the projecting end 308 so that the width of the bolt member 306 at this location is wider than the width of the aligned slots 48. The sliding movement of the bolt member 306 to the extended position stops when the annular face 320 of the bolt member 306 engages the inside face 124a of the side member 30.
The clamp member 304 has a generally L-shaped leg 322 which is rotatably connected to the shaft portion 312 of the bolt member 306. A pair of generally parallel and spaced apart legs 324 extend outwardly from a free end of the L-shaped leg 322 and define a gap 326 (
In use, the locking systems 300 (one shown) are inserted onto their respective cross members 36 with the bolt members 306 of each locking system 300 moved to their retracted positions. The mounting blocks 50 are installed on the cross members 36, and the panels 20a, 20b and tie rods 26 are assembled as described in detail above so as to align the bolt members 306 with the respective aligned slots 48 of the adjacent panels 20a, 20b.
Each bolt member 306 is then moved manually or hammered from its retracted position to its extended position so that the projecting end 308 of each bolt member 306 extends through its respective aligned slots 48 and the looping end of the tie rod 26. The sliding movement of the bolt member 306 to the extended position stops when the annular face 320 of the head member 310 engages the inner face 124a of the side member 30. The L-shaped leg 322 positions the pair of legs 324 free of contact with the side members 30 as the bolt member 306 is moved to the extended position.
Finally, each clamp member 304 is rotated upwardly from an unlocked position to a locked position so that the pair of legs 324 engage the inner faces 124a, 124b of the adjacent panels 20a, 20b to secure the panels 20a, 20b tightly together as shown in
After use, the clamp members 304 are rotated to their unlocked positions to move the legs 324 out of engagement with the inside faces 124a, 124b of the adjacent panels 20a, 20b. The bolt members 306 are then manually moved or hammered from their extended positions to their retracted positions so as to retract the projecting ends 308 from the aligned slots 48 and tie rods 26. The locking systems 300 may remain installed on the panels 20a, 20b for future use or may be removed from the cross members 36 for installation on other panels.
It will be appreciated that the locking systems 24, 200 and 300 of the present invention have a minimum number of loose parts which must be carried by a worker during assembly of the concrete forms 22. This reduces the likelihood that the panel locking parts will be dropped or lost at the site. The mounting block 50 and mounting arm 54 of the present invention provide simple and accurate installation of the locking systems 24, 200 and 300 on the panels 20a, 20b so that the locking systems are reliably and accurately attached to the panels and may be readily and completely removed from the panels as may be required.
While the present invention has been illustrated by a description of various embodiments and while these embodiments have been described in considerable detail, it is not the intention of the Applicants to restrict or in any way limit the scope of the appended claims to such detail. Additional advantages and modifications will readily appear to those skilled in the art. The invention in its broader aspects is therefore not limited to the specific details, representative apparatus and method, and illustrative example shown and described. Accordingly, departures may be made from such details without departing from the spirit or scope of Applicants' general inventive concept.
The present application claims the filing benefit of U.S. provisional application Ser. No. 60/580,851, filed Jun. 18, 2004, the disclosure of which is hereby incorporated herein by reference in its entirety.
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/US2005/021397 | 6/16/2005 | WO | 00 | 12/6/2006 |
Publishing Document | Publishing Date | Country | Kind |
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WO2006/009812 | 1/26/2006 | WO | A |
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Number | Date | Country | |
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20080011935 A1 | Jan 2008 | US |
Number | Date | Country | |
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60580851 | Jun 2004 | US |