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This claims the benefit of U.S. Provisional Patent Application Serial No. 60/214,338, filed Jun. 27, 2000 and hereby incorporated by reference in its entirety. 
    
    
     BACKGROUND OF THE INVENTION 
     This invention relates generally to poured concrete wall forms and, more particularly, to connecting hardware for panels coupled together and used to construct the concrete wall form. 
     It is well known in the art to use prefabricated reusable panels to construct a wall form for a poured concrete wall. Typically, two spaced opposed parallel sets of forms are erected in order to pour concrete therebetween and form a wall. Each form is constructed of a number of adjacent interconnected panels. Tie rods are used to maintain the spacing between the opposed forms constructed of the panels. 
     Typically, each panel has a marginal frame projecting rearwardly from a back face of the panel to include a flange along the spaced side edges of the panel. The flanges are adapted to be positioned in an abutting relationship with the flange of an adjacent panel to construct the concrete wall form. Holes in the flanges of the adjacent panels can be aligned to receive there through the shank of a pin or a bolt. The pin or bolt may pass through the ends of the ties and commonly are held in position by wedges which are driven through a slot in the shank of the pin or bolt. As the wedges are driven into the slot, the abutting flanges of the adjacent panels are drawn together. The pins and wedges offer a simple mechanism for effectively coupling the panels together. 
     After the concrete has been poured and the wall has set, the pins and wedges are removed from the panels during the dismantling of the wall form by dislodging the wedges from the slots and sliding the pins from the holes to release the adjacent panels. 
     In the construction of a concrete wall form, a large quantity of hardware is necessary to connect the adjacent panels together. Typically, the workers performing the construction of the wall form carry a large bucket of the pins and wedges with them to join the adjacent panels together. During such operations, the loss of the attachment hardware is appreciable, especially during inclement weather as it is difficult for a worker wearing gloves to handle the pins and wedges. Furthermore, the wall forms are commonly constructed in excavated areas, such as ditches and trenches, for a poured concrete wall in a residential basement or below ground floor of a commercial building. The workers commonly move around on scaffolding when constructing the concrete wall forms. As such, the work space for constructing a wall form and for the workers to maneuver and manipulate the associated hardware is extremely tight and limited. Therefore, the installation of the pins and wedges is even more difficult and retrieval of any lost hardware is very problematic. As such, the cost of labor and materials has increased accordingly due to these problems. 
     One prior art solution aimed at some of these problems has been to permanently connect at least some of the hardware to the panels. Each panel has numerous sets of such devices. Problems frequently arise because one or more sets of the hardware permanently affixed to the panels breaks or requires repair thereby taking that particular panel out of service until it is repaired. Furthermore, the addition of the attachment hardware commonly adds significant weight to each panel thereby placing a greater burden on the workers for transporting, installing and manipulating the panels in constructing and disassembling the wall form. 
     Moreover, a particular contractor may have an inventory of panels which are not compatible with the panels having permanently affixed hardware thereby requiring the contractor to entirely discard the current supply of panels and associated hardware in favor of the panels having a specific attachment hardware design. While such systems may minimize the occurrence of lost pins and/or wedges, they include other drawbacks. Very often, specialized tooling is required for the installation, repair and/or use of known attached systems thereby minimizing the universal application and use of such systems. 
     When the concrete is poured between the spaced forms and assembled panels, the hydrostatic forces generated by the poured concrete tend to spread the opposed forms apart, but these outward or spreading forces are held in check by the form tie rods. In addition, the concrete expands as it sets creating greater spreading forces on the panels. The pin joining the adjacent panels together is subject to significant pulling forces by the tie rod and an opposed force by the frame or rail on the panel. These forces can make removing the pins from the panels and the tie rods very difficult often requiring a number of repeated blows from a sturdy sledge hammer or the like to dislodge the pin and/or wedge from the panels. The hammering can damage known attachment hardware and/or mushroom the point of the pin causing interference with its operation. The workers frequently damage or destroy the pins during disassembly of a form which significantly shortens the life of the attached hardware and associated panel. 
     Another problem common with attached hardware is that liquid from the poured concrete frequently splashes onto the rear sides of the forms and the associated hardware. When the concrete spills or splashes onto the attachment hardware, it naturally sticks to the attachment hardware as it sets up and makes disengaging the pin and wedge more difficult. The spilled concrete also fouls the associated hardware thereby minimizing its usefulness. 
     Therefore, there is a need for attachment hardware for concrete wall form panels that is durable, easy to engage between the adjacent form panels, easy to remove after the concrete has set, that is easily and conveniently installed and disassembled by the workers in the field and does not significantly increase the weight of the panel and is compatible with standard pin and wedge systems. 
     SUMMARY OF THE INVENTION 
     These and other objectives of the invention have been attained by a system for releasably coupling adjacent panels to construct a wall form for a poured concrete wall. The system includes a pin assembly which can be selectively attached to a mount on each of the walls near the holes in the marginal frame of the panels. 
     The system, according to a presently preferred embodiment of this invention, includes a pin which is movably mounted to one of the panels approximate each hole. The pin is movable between an engaged position in which the pin projects through each of the aligned holes in the adjacent panels, a stowed position in which the pin is withdrawn from each of the holes and a retracted position in which the pin is spaced from the frame to provide access for the standard pin and wedge attachment hardware when the pin of this system is not in use. The pin has a stem and a shank which are threadably coupled together as a two piece unit. The stem has an enlarged head on one end thereof and the shank has a slot which extends there through transverse to the longitudinal axis of the pin and a tapered region which is adapted to project through the holes in the frames of the panels. The tapered region on the pin is longer than known pin designs to assist in the removal of the pin from the tie rod during disassembly of the wall forms. 
     The pin assembly includes the two-piece pin and a carrier. The pin is housed within a throughbore of the carrier. The throughbore is in a casing of the carrier which is situated between a generally rectangular or oval lower slide and an upwardly projecting impact mast. The bore in the casing has an enlarged seat which is adapted to receive the head of the stem of the pin when the pin is housed in the casing with the shank projecting forwardly from the carrier. In one embodiment, the pin is free to rotate relative to the carrier in the bore of the casing. The upwardly projecting impact mast provides access for a worker to strike the carrier with a hammer to dislodge the pin from the tie rods and holes in the panels when disassembling the concrete wall forms. 
     The mount in one embodiment includes a base and a retainer. The slide of the carrier is captured between spaced channel side walls in a channel of the retainer for sliding the carrier and pin in the channel relative to the retainer. The bottom surface of the slide has a well and the confronting surface of the channel has a pair of detents. Each detent is biased to project from the bottom surface of the channel. The detents and the well cooperate to retain the carrier and the pin in the stowed and engaged positions, respectively, as the carrier and pin slide relative to the retainer. The retainer also has four extensions each of which project from a corner of the retainer and have an aperture there through. 
     The retainer is selectively mounted to the base which is welded or otherwise secured to the back face of each of the panels proximate the hole in the frame of the panel. The base has four notches which are adapted to retain a head of a fastener which projects through one of the apertures in the retainer to selectively bolt or secure the retainer to the base. The system also includes a standard wedge which is inserted into the slot of the pin when the pin is in the engaged position and projecting through the aligned holes in the adjacent panels. 
     In another embodiment specifically designed for use on steel ply wall forms, the mount includes the retainer and a pair of spaced preferably steel mount bars. The retainer is mounted by studs or other mechanical fasteners to the mount bars. 
     As a result of the system according to this invention, a simple and cost effective attachment mechanism to overcome the problems of previously known attachment hardware for poured concrete wall panel forms is provided. Specifically, the pin is selectively attached to the panel and is movable with the carrier between the stowed and engaged positions so that the likelihood of dropped and lost pins during the assembly and disassembly of the wall forms is eliminated. Furthermore, the system is robust and can readily withstand impact blows on the impact mast to dislodge the pin from the engaged position when the wall form panels are being disassembled. Moreover, impact directly on the tip of the pin will also result in dislodging the pin and sliding the pin and carrier from the engaged position toward the stowed position. Due to the configuration of the tapered region of the pin in one embodiment, removal of the pin from the tie rod and holes in the adjacent panels is significantly easier and more convenient. Further, if the pin is damaged, it can be easily replaced by unscrewing the shank from the stem and replacing the specific parts as required without costly service or extensive down time. 
     The pin and carrier can be moved to the retracted position thereby providing access to the aligned holes of the adjacent panels so a standard pin and wedge or other attachment hardware mechanism may be used without interference from the invention of this system. Moreover, the entire carrier, pin and retainer can be selectively attached or removed from the base or mount bars for use as desired by the poured wall contractor. Moreover, this system can be readily provided as original equipment with the base plate welded or secured to the panels and the carrier, retainer and pin selectively attached thereto. Likewise, the panels can be retrofit to include the base or mount bars and selectively secured components of the system for use as required. The operational interaction between the carrier and the retainer will not be fowled by splashed or spilled concrete because the components of the system which interact with one another are concealed or captured. Furthermore, the slide and carrier are preferably non-metallic, more preferably nylon, so that concrete which splashes onto the hardware does not adhere to it. 
    
    
     BRIEF DESCRIPTION OF THE DRAWINGS 
     The objectives and features of the invention will become more readily apparent from the following detailed description taken in conjunction with the accompanying drawings in which: 
     FIG. 1 is a plan view of a concrete wall form panel according to one embodiment of this invention with a number of base plates of the attached pin system mounted thereto; 
     FIG. 2 is an exploded perspective view of components of the attached pin system for poured concrete wall panels according to one embodiment of this invention; 
     FIG. 3 is a perspective view of the system mounted to a panel which is being joined to an adjacent panel; 
     FIGS. 4A-4C are cross-sectional side views of the attachment hardware system according to a presently preferred embodiment of this invention in various configurations; 
     FIG. 5 is an exploded perspective view of an alternative embodiment of the pin and retainer of this invention; 
     FIGS. 6A and 6B are sequential cross-sectional views of adjacent panels being disassembled and the disengagement of the tie rod from the pin assembly; 
     FIG. 7 is a perspective view of a pair of adjacent panels coupled together by a standard pin and wedge system and the attached pin system of this invention in a retracted position; 
     FIGS. 8A-8C are top plan views of an alternative embodiment of this invention in engaged, stowed and retracted positions, respectively; 
     FIG. 9 is a cross-sectional view taken along line  9 — 9  of the embodiment of FIG. 8A; 
     FIG. 10 is a perspective view of a shank of a pin according to the embodiment of FIGS. 8A-9; 
     FIG. 11 is a top plan view of a further alternative embodiment of this invention; and 
     FIG. 12 is a back elevational view of the embodiment of FIG.  11 . 
    
    
     DETAILED DESCRIPTION OF THE INVENTION 
     Referring to FIGS. 1 and 2, a presently preferred embodiment of an attachment system  10  for a poured concrete wall form panel  12  is shown. The attachment system  10  includes a pin assembly in which a pin  14  is comprised of two pieces including a generally cylindrical stem  16  having an enlarged disk-shaped head  18  on one end and threads  20  on an opposite end. A second portion of the pin  14  is a shank  22  which has a slot  24  extending transversely through the longitudinal axis of the shank and a tip  26  on one end. Opposite of the tip  26  is a threaded hole  28  in which to threadably receive the threads  20  on the stem  16  for coupling the stem  16  and the shank  22  of the pin  14  together. 
     Referring to FIG. 3, the shank  22  of the pin  14  is sized for insertion through a hole  30  in a flange  32  of the panel  12  used for constructing a concrete wall form. The hole  30  in the flange  32  is aligned with a similarly configured hole  30   a  in a flange  32   a  of an adjacent panel  12   a.  The flange  32   a  may include a bushing  34  seated in the hole  30   a  and the diameter of the bushing  34  permits movement of the shank  22  of the pin  14  there through. One embodiment of a concrete wall form panel  12 ,  12   a  which is compatible with this invention is disclosed in U.S. patent application Ser. No. 09/232,414 filed Jan. 15, 1999, which is hereby incorporated by reference in its entirety. 
     As is well known in the art, a tie rod  35  having a hole  37  proximate an end thereof extends between the adjacent panels  12 ,  12   a  of the concrete wall form to maintain the spacing between the opposed panels (not shown) forming a cooperating wall form (not shown). The flanges  32 ,  32   a  may include a notch or cut-out  36  sized and configured to accommodate the tie rod  35  seated in the notch  36  so that the flanges  32 ,  32   a  of the adjacent panels  12 ,  12   a  can be juxtaposed in face-to-face abutting relationship. 
     A wedge  38  according to a presently preferred embodiment of this invention is well known in the art and includes a generally planar piece of steel or other appropriate metal which is dimensioned to fit within the slot  24  in the shank  22  of the pin  14 . The wedge  38  has a tapered configuration so that a narrow end  40  of the wedge  38  passes into and through the slot  24  and a broad end  42  of the wedge  38  is wider than the slot  24  and is thereby prevented from passing through the slot  24 . Wedges, as disclosed in U.S. Pat. No. 5,904,875, assigned to the assignee of this invention and hereby incorporated by reference, could be utilized with this invention. 
     When the adjacent panels  12 ,  12   a  are positioned with the respective holes  30 ,  30   a  in the flanges  32 ,  32   a  being generally aligned, the pin  14  is projected through the hole  30  in the panel  12  to which the attachment hardware system  10  is mounted in an engaged position as shown in FIG.  4 A. The hole  37  of the tie rod  35  may then be slipped onto the shank  22  of the pin  14  and then the shank  22  inserted into the hole  30   a  in the opposite flange  32   a  at which time the narrow end  40  of the wedge  38  is inserted into the slot  24  and hammered or forced into place thereby drawing the panels  12 ,  12   a  together and releasably coupling and binding them together forming a concrete wall form. 
     The shank  22  of the pin  14  preferably includes an extended length tapered region  23  (see FIGS.  6 A and  6 B). In one embodiment, the shank  22  is about 2.446 inches long and the tapered region  23  includes a first portion  25  proximate the head  18  and about 0.985 inches long (L 2 ) and forming an angle of about 91.056° with respect to the plane of the head  18 . The tapered region  23  includes a second portion  27  adjacent the first portion  25  extending about 1.064 inches in length (L 3 ) and forming an angle of about 93.242° with respect to the plane of the head  18 . The advantages of the tapered region  23  are detailed herein below. 
     The pin  14  is housed in a throughbore  44  of a carrier  46 , as shown particularly in FIG.  2 . The throughbore  44  is in a casing  48  of the carrier  46  which is situated between a lower slide  50  and an upwardly projecting impact mast  52 . Although the slide  50  is shown in a generally rectangular shape, it may preferably have an oval cross-sectional configuration. Preferably, the impact mast  52 , casing  48  and slide  50  are cast or integrally formed together to provide a more robust and sturdy carrier  46 . 
     The bore  44  in the casing  48  has an enlarged seat  54  in which the head  18  of the stem  16  of the pin  14  is received. The stem  16  is inserted into the throughbore  44  and ultimately threaded into the hole  28  in the shank  22  of the  14  pin to thereby assemble the two-piece pin  14  with the carrier  46 . Preferably, the head  18  of the pin  14  is concealed within the casing  48  to prevent concrete or other debris from fowling interaction between the pin  14  and the carrier  46 . In one embodiment as shown in FIGS. 1-4C, the pin  14  is free to rotate relative to the carrier  46  within the bore  44  for convenient alignment of the slot  24  in the shank  22  of the pin  14  and access for insertion and removal of the wedge  38 . Alternatively, as shown in FIG. 5, the seat  54  in the throughbore  44  of the carrier  46  may include a notch  56  into which a lug  58  on the stem  16  is inserted to orient the pin  14  relative to the carrier  46  and thereby prevent rotation. 
     The impact mast  52  of the carrier  46  includes three faces; namely, forward and rear sloped faces  60 ,  62  which are on opposite sides of a top face  64 . The forward and rear sloped faces  60 ,  62  provide impact surfaces for a hammer or other tool utilized by a worker to dislodge the pin  14  from the adjacent panel  12   a.  The sloped faces  60 ,  62  also offer a convenient location for manipulating the carrier  46  and pin  14  to and between the engaged position as shown in FIG. 4A, a stowed position as shown in FIG. 4B and a retracted position as shown in FIG.  4 C. The configuration of the impact mast  52  and sloped faces  60 ,  62 ,  64  provides convenient access to a worker for striking the impact mast  52  with clearance relative to the flange  32  of the panel  12  when the pin  14  is in the engaged position. It should be readily understood that an alternate design or configuration for the impact mast  52  may be provided within the scope of this invention. 
     As shown particularly in FIG. 2, the slide  50  of the carrier is inserted between a pair of spaced channel sidewalls  66  forming a channel  68  in a retainer  70 . Each channel sidewall  66  has an inwardly turned lip  72  which captures the slide  50  for movement in the channel  68  to and between the engaged, stowed and retracted positions of the carrier  46 . A bottom surface  74  of the slide  50  has a generally oval-shaped well  76  formed therein. 
     As shown particularly in FIGS.  2  and  4 A- 4 C, a bottom wall  82  of the channel  68  has a stowed detent  84  and an engaged detent  86  formed therein. Each detent  84 ,  86  includes a tab  78  cantilevered from the bottom wall  82  with a U-shaped slot  80  in the bottom wall  82  surrounding three sides of the tab  78 . A boss  79  is formed on the distal end of each tab  78  and is sized and configured to be seated within the well  76  in the bottom surface  74  of the slide  50 . The detents  84 ,  86  cooperate with the well  76  to retain the carrier  46  and the pin  14  in the stowed and engaged positions, respectively, as the carrier  46  and pin  14  slide relative to the retainer  70 . Each boss  79  is biased upwardly to engage the well  76  when positioned appropriately. The detents  84 ,  86  can be manually disengaged from the well  76  by moving the carrier  46  and pin  14  in the retainer  70 . Although not shown in FIG. 4C, a detent may also be provided in the channel  68  to retain the pin  14  and carrier  46  in the retracted position. It should be readily understood that alternate designs or configurations for the detents  84 ,  86  could be provided within the scope of this invention. 
     A stop  88  is provided at a back edge of the channel to join the channel sidewalls  66  together and prevent the carrier  46  from sliding rearwardly out of the retainer  70 . The retainer  70  also includes four extensions  90  each of which project from a corner of the retainer  70  and have an aperture  92  there through. A downwardly directed lip  94  is also provided along the front edge of the retainer  70 . 
     Preferably, the retainer  70  and carrier  46  are molded or otherwise formed from Zytel® (ST801BK010) a nylon resin commercially available from Dupont (www.dupont.com). The pin  14  is preferably 4140 fully hardened alloy steel which, in combination with the preferred nylon resin of the carrier  46  and retainer  70 , provide a robust and durable system  10  capable of withstanding the frequent and high impact blows commonly required during installation and disassembly of the wall forms. Moreover, concrete splashed onto the retainer  70  and carrier  46  will not adhere to these components avoiding the need to frequently scrape or remove hardened concrete which often results in damage to the components. 
     The retainer  70  is selectively mounted or secured to a base  96  which is welded or otherwise secured to the back face of the panel  12  near one of the holes  30  as shown in FIG.  1 . The retainer  70  and base  96  provide a mount for the pin assembly. The base  96  has four notches  98  which are adapted to retain a head  100  of a fastener  102  such as a bolt or the like. The fastener  102  projects through one of the apertures  92  in the retainer  40  and is secured by a nut  104 . The head  100  of each fastener  102  is inserted into the open mouth  106  of the respective notch  98  in a direction generally parallel to the plane of the base  96  as shown in FIG.  2 . The base  96  includes two generally parallel channels  108  on the bottom surface thereof. The two aligned notches  98  proximate the top of the base as shown in FIG. 2 are joined together by one of the channels  108  and the two lower notches  98  are likewise joined by the other channel  108 . The heads  100  of the fasteners  102  are recessed in the channels  108  relative to the bottom of the base  96 . 
     In this way, the bases  96  can be provided on the panel  12  with the retainer  70 , carrier  46  and pin  16  being selectively mounted to each of the bases  96  on the panel  12  as required. Alternatively, the panels  12  may be retrofit to have the bases  96  added thereto by welding or similar mounting techniques and the retainer  70 , carrier  46  and pin  14  can then be selectively mounted to the base  96  as required. 
     Referring to FIGS. 6A and 6B, the advantageous feature of the extended tapered region  23  of the pin assembly according to this invention will now be described. The marginal flange  32 ,  32   a  of each of the adjacent panels  12 ,  12   a  typically has a length represented by L 1  as shown in FIG.  6 A. The extended tapered region  23  of the pin  14  has the first portion  25  adjacent the head  18  having a length represented by L 2  and the second portion  27  having a length represented by L 3 . When the panels  12 , 12   a  are assembled together with the wedge  38  inserted in the slot  24  of the pin  14  as shown in FIG. 6A, the tie rod  35  is positioned on the pin  14  in the first portion  25 . After the concrete has been poured and cured, significant stresses and forces are experienced by the pin  14  and tie rod  35 . Disassembly of the panels  12 ,  12   a  and removal of the pin  14  from the flanges  32 ,  32   a  and the tie rod  35  from the pin  14  requires the user to overcome these forces and dislodge the pin  14  from the marginal flange  32 ,  32   a  and the tie rod  35  from the pin  14 . Currently, during disassembly of the forms as the adjacent panels  12 ,  12   a  are separated from one another, a tapered portion  29  of a standard pin  31  (see FIG. 7) is concealed within the flange  32   a  of the adjacent panel  12   a  and the tip  33  of the pin  31  is likewise concealed within the hole  30   a  of the adjacent flange  32   a.  Therefore, the tie rod  35  remains seated on the generally cylindrical shaft  39  of the standard pin  31  and it is difficult for an operator to dislodge the pin  31  from the tie rod  35  because of the stresses. Further, the user does not have access to the tip  33  of the pin  31  to strike it with a hammer and dislodge it from the tie rod  35  because the tip  33  of the pin  31  is concealed within the flange  32   a.    
     The extended tapered region  23  of the pin  14  of this invention advantageously promotes the disassembly of the pin  14  from the tie rod  35 . Specifically, as shown in FIG. 6B, when the marginal flanges  32 ,  32   a  of the adjacent panels  12 ,  12   a  are separated, the tie rod  35  is positioned in the extended tapered region  23  of the pin  14  and most likely on the second portion  27  thereof. In this configuration, separation of the tie rod  35  from the pin  14  is promoted because the tie rod  35  will naturally slide or eject the pin  14  because of the stresses promoting the translation of the tie rod  35  on the tapered region  23  of the pin  14  toward the tip  26 . Moreover, the tip  26  of the pin  14  is exposed or accessible for a tool or hammer to impact the pin  14  and further promote the disengagement of the tie rod  35  from the pin assembly. 
     Referring to FIG. 7, one advantage of the system  10  according to this invention is the capability of moving the pin assembly from the engaged or stowed positions (FIGS. 4A and 4B, respectively) to the retracted position (FIGS.  4 C and  7 ). When in the retracted position, ample clearance is available for access to the holes  30 ,  30   a  for use of the standard pin  31  and wedge  38  to couple the panels  12 ,  12   a  together as an alternate latching mechanism. Specifically, the standard pin  31  is inserted into the hole  30   a  and projects through the hole  30  in an opposite direction to the pin  14 . As such, the pin  14  in the retracted position remains conveniently mounted to the panel  12  for subsequent use while the alternate latching mechanism is utilized as desired. While the retracted position as shown in FIGS. 4C and 7 is linearly aligned with respect to the hole  30  and the stowed and engaged positions, it could be oriented off-axis, non-linearly or otherwise within the scope of this invention. 
     Referring to FIGS. 8A through 10, an alternative presently preferred embodiment of an attachment system  110  for a poured concrete wall form panel is shown. Specifically, this embodiment is designed for use on steel ply wall forms of the type disclosed in U.S. Pat. Nos. 3,204,918; 3,362,676; and 5,265,836, each of which are incorporated by reference herein. As is well known in the art, so called steel ply wall form panels typically include a perimeter steel frame with flanges and a plywood panel inserted therein. 
     The attachment system  110  includes a pin assembly in which a pin  114  is comprised of two pieces including a generally cylindrical stem  116  having an enlarged disk-shaped head  118  on one end and threads  120  on an opposite end. A second portion of the pin  114  includes a generally planar shank  122  which has a slot  124  extending transversely through the longitudinal axis of the shank  122  and a tip  126  on one end. A hole  127  is included in the shank  126  between the slot  124  and the tip  126  as is well know for inclusion on pins for use with steel ply wall forms. Opposite of the tip  126  is a barrel  129  with a threaded axial hole  128  in which to threadably receive the threads  120  on the stem  116  for coupling the stem  116  and the shank  122  of the pin  114  together. A generally circular disk  130  is included between the shank  122  and the barrel  129 . A pair of lobes  132  are diametrically spaced on the barrel  129  and project from one face of the disk  130 . 
     The pin  114  is housed in a throughbore  144  of a carrier  146 , as shown particularly in FIG.  9 . The throughbore  144  is in a casing  148  of the carrier  146  which is situated between a lower slide  150  and an upwardly projecting impact mast  152 . The slide  150  is preferably oval in a cross-sectional configuration. Preferably, the impact mast  152 , casing  148  and slide  150  are cast or integrally formed together to provide a more robust and sturdy carrier  146 . 
     The bore  144  in the casing  148  has an enlarged seat  154  in which the head  118  of the stem  116  of the pin  114  is received. The stem  116  is inserted into the throughbore  144  and ultimately threaded into the hole  128  in the shank  122  of the  114  pin to thereby assemble the two-piece pin  114  with the carrier  146 . Preferably, the head  118  of the pin  114  is concealed within the casing  148  to prevent concrete or other debris from fowling interaction between the pin  114  and the carrier  146 . In the embodiment as shown in FIGS. 8A-10, the pin  114  is inhibited from rotation relative to the carrier  146  within the bore  144 . The seat  154  in the throughbore  144  of the carrier  146  includes a pair of notches  156  into which the lobes  132  projecting from the disk  130  are inserted to orient the pin  114  relative to the carrier  146  and thereby prevent rotation. 
     The impact mast  152  of the carrier  146  is similar to the embodiment shown in FIGS. 2-5 in that it includes three faces; namely, forward and rear sloped faces  160 , 162  which are on opposite sides of a top face  164 . Additionally, the carrier  146  and pin  114  are translated to and between the engaged position as shown in FIG. 8A, a stowed position as shown in FIG. 8B and a retracted position as shown in FIG.  8 C. 
     As shown particularly in FIGS. 8A through 9, the slide  150  of the carrier  146  is inserted between a pair of spaced channel sidewalls  166  forming a channel  168  in a retainer  170 . Each channel sidewall  166  has an inwardly turned lip  172  which captures the slide  150  for movement in the channel  168  to and between the engaged, stowed and retracted positions of the carrier  146 . A bottom surface  174  of the slide  150  has a generally oval-shaped well  176  formed therein. A bottom wall  182  of the channel  168  has a stowed detent  184  and an engaged detent  186  formed therein. Each detent  184 , 186  includes a tab  178  cantilevered from the bottom wall  182  with a U-shaped slot  180  in the bottom wall  182  surrounding three sides of the tab  178 . A boss  179  is formed on the distal end of each tab  178  and is sized and configured to be seated within the well  176  in the bottom surface  174  of the slide  150 . The detents  184 ,  186  cooperate with the well  176  to retain the carrier  146  and the pin  114  in the stowed and engaged positions. It should be readily understood that alternate designs or configurations for the detents  84 ,  86  could be provided within the scope of this invention. Preferably, the retainer  170  and carrier  146  are molded or otherwise formed from Zytel® (ST801 BK010) a nylon resin commercially available from Dupont (www.dupont.com). 
     A stop  188  is provided at a back edge of the channel  168  to join the channel sidewalls  166  together and prevent the carrier  146  from sliding rearwardly out of the retainer  170 . The retainer  170  also includes four extensions  190  each of which project from a corner of the retainer  170  and have an aperture  192  there through. A downwardly directed lip (not shown) is also provided along the front edge of the retainer  170 . 
     The retainer  170  is selectively mounted or secured to a base which includes a pair of spaced generally parallel, preferably steel mount bars  196  which are welded or otherwise secured to the frame and/or back face of the steel ply wall form panel near one of the holes in the flange. The retainer  170  and mount bars  196  provide a mount for the pin assembly. Mounting studs  198  or other appropriate mechanical fasteners are inserted into the apertures  192  to secure the retainer  170  to the mount bars  196  as shown in FIG.  8 A. The mount bars  196  are preferably permanently mounted to the steel ply wall form panel and the retainer  170  may be removably or permanently mounted to the mount bars  196 . 
     A further alternative embodiment of this invention is shown in FIGS. 11-12. This embodiment is similar to that of FIGS. 8A-10 with the exception that the retainer  270  is modified so that two of the extensions  290   a  on one side of the retainer  270  are oriented perpendicularly relative to the remaining two extensions  290  of the retainer  270 . This configuration of the retainer  270  is particularly useful for installation adjacent to a flange (not shown in FIGS. 11-12) of the steel ply wall form panel. The mounting studs, screws or other fastener  198  in the perpendicularly oriented extensions  290   a  are fastened to the flange while the fasteners  198  in the other extensions  290  are fastened to the mount bars  196  or back face of the panel. 
     From the above disclosure of the general principles of the present invention and the preceding detailed description of at least one preferred embodiment, those skilled in the art will readily comprehend the various modifications to which this invention is susceptible. Therefore, we desire to be limited only by the scope of the following claims and equivalents thereof.

Summary:
A sliding pin is selectively mounted to the back of a poured concrete wall form panel for use in combination with a standard wedge for coupling adjacent panels of the concrete wall form together. The pin when attached to the panel conveniently slides relative to the panel to and between engaged, stowed and retracted positions. Furthermore, the pin is captured within a carrier and is rotatable for convenient access to the slot in the shank of the pin. The components of the system are durable to withstand impact blows by a hammer or other tool, do not require specialized hardware for their use and will not be fouled by splashed concrete or other debris.