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RELATED APPLICATION 
     This application is based upon and claims the benefit of Provisional Application 60/300,890, filed Jun. 25, 2001. 
    
    
     BACKGROUND OF THE INVENTION 
     The present invention relates to an improved apparatus and method for placing an anchor within a concrete structure and forming a void around the anchor. It is also concerned with an improved method for forming the apparatus wherein a thin shell with hinged sections is formed with a polymeric material. 
     The oldest and most common void formers employ solid urethane blocks which have an undersurface of a generally arcuate configuration and a slot formed therein and extending into the undersurface for releasable receipt of the anchor to be positioned. The blocks carry protrusions which extend across the slot to releasably engage the anchor. In use, the block is plastically deformed to engage and disengage the anchor. A recent variation of such an anchor wherein the slot is narrowed and defines a passage complimental with the shape of the anchor is seen in U.S. Pat. No. 6,082,700. Earlier examples are found in U.S. Pat. No. 4,383,674, 4,821,994, 5,535,979 and 5,651,911. 
     It is also well known in the art to provide hollow void formers for positioning anchors wherein the void formers have a smooth arcuate undersurface with a slot formed therein for receipt of the anchor. Such void formers, however, are relatively rigid and require some type of separate retaining element to secure the anchor within the slot. An example of such a void former can be found in U.S. Pat. No. 5,094,047. 
     A disadvantage of the solid block prior art void formers is that they are relatively expensive and have a surface of little lubricity. A disadvantage of the prior art hollow void formers is that they too are relatively expensive and require a separate anchor retaining element. 
     SUMMARY OF THE INVENTION 
     In its broadest aspects, the apparatus of the invention comprises a hollow body having first and second sections hinged together for movement between a closed condition engageable around an anchor received therebetween and an open condition in which the sections are separated to release an anchor received therebetween. A latch is disposed between the sections to releasably secure them in the closed condition. A passage for an anchor is defined between the first and second sections. 
     The method of embedding a lifting anchor in a concrete structure according to the invention comprises providing a polymeric hollow body having a first and second sections hinged together at their upper portions for movement between a closed condition engageable around an anchor received therebetween and an open condition in which the sections are separated to release an anchor received therebetween. The sections define a passage therebetween for receipt and retention of a lifting anchor and are provided with a latch to selectively secure the sections together. In the method, the sections are moved apart to receive the anchor and then moved together to secure the anchor in place. As so conditioned, the void former is cast in place within a concrete structure and, ultimately, removed from the structure by spreading the first and second sections apart and releasing them from the anchor. 
     The method of forming the void former comprises providing a mold for injection molding a polymeric material into a body having first and second sections joined by a bridge therebetween and then removing the body from the mold and hinging the sections relative to one another through bending of the bridge, before the polymer is fully cured. In the preferred embodiment, the sections are molded in a condition where the first and second sections are separated and hingedly connected by the bridge. This enables a protruding latching device to be formed between the sections. After removal of the body from the form, and before the polymer has fully cured, the bridge is bent to alter its molecular structure and facilitate it for repeated usage as a hinge. 
     A principal object of the invention is to provide an improved void former of the type described comprised of a hollow polymeric shell having sections which are hingedly interconnected and provided with a latch to reasonably secure them in complemental engagement. 
     Another object of the invention is to provide a method of forming such a void former and the hinge and latch structure thereof as a unitary monolithic structure. 
     Still another and more specific object of the invention is to provide a void former comprised of hingedly interconnected hollow elements formed of polymeric material having a lubricious surface. 
     Still another and more general object of the invention is to provide such a void former which is relatively inexpensive to manufacture and has increased longevity, as compared to prior art void formers. 
     Yet another object of the invention is to provide such a void former which is easier to use than prior art void formers both in its installation and removal. 
     These and other objects will become more apparent from the accompanying drawings and the following detail description. 
    
    
     BRIEF DESCRIPTION OF THE DRAWINGS 
     FIG. 1 is a perspective view of the inventive void former, shown with the opposed sections thereof separated; 
     FIG. 2 is a perspective view of the void former shown with the opposed sections thereof mutually engaged; 
     FIG. 3 is a perspective view of one type of anchor which may be used with the void former of the invention; 
     FIG. 4 is a perspective view of the void former, shown with the FIG. 3 anchor in place and the opposed sections engaged therearound; 
     FIG. 5 is a top plan view of the void former; 
     FIG. 6 is a side elevational view of the void former, engaged around an anchor and shown in place in a concrete structure; 
     FIG. 7 is a cross-sectional view of the void former, taken on line  7 — 7  of FIG. 5; 
     FIG. 8 is a plan view of the bottom shell of the void former; 
     FIG. 9 is a cross-sectional view of the shell, taken on line  9 — 9  of FIG. 8; 
     FIG. 10 is a side elevational view of the bottom shell of the void former, with the opposed sections thereof hingedly separated; 
     FIG. 11 is a cross-sectional view of the shell, taken on line  11 — 11  of FIG. 8; 
     FIG. 12 is a cross-sectional view of the shell, taken on line  12 — 12  of FIG. 10; 
     FIG. 13 is a cross-sectional view of the shell, taken on line  13 — 13  of FIG. 10; 
     FIG. 14 is an end view of one of the opposed sections of the shell showing the structure thereof which complimentally meets with the other section upon movement of the sections to the closed condition, with a cross-section shown through bridging hinge elements; 
     FIG. 15 is an end view of the other of the opposed sections of the shell showing the structure thereof which complimentally meets with the other section upon movement of the sections to the closed condition, with a cross-section shown through bridging hinge elements. 
     FIG. 16 is a top plan view of the cap for the void former; 
     FIG. 17 is a bottom plan view of the cap for the void former; 
     FIG. 18 is a cross-sectional view of the cap, taken on line  18 — 18  of FIG. 17; 
     FIG. 19 is a side elevational view of the cap; 
     FIG. 20 is an end elevational view of the cap; 
     FIG. 21 is a cross-sectional view of the cap, taken on line  21 — 21  of FIG. 19; 
     FIG. 22 is a perspective view of a modified form of the void former adapted to accommodate a flat anchor, with the anchor shown in place and the opposed sections of the void former and engaged therearound; 
     FIG. 23 is a cross-sectional view of the void former, taken on line  23 — 23  of FIG. 22, showing the flat anchor in place; and 
     FIG. 24 is a cross-sectional view similar to FIG. 23, with the flat anchor removed. 
    
    
     DESCRIPTION OF THE PREFERRED EMBODIMENT 
     Referring now to FIG. 1, the void former is designated therein in its entirety by the letter F, and is shown as comprising a bottom shell S, and a cap C. The shell S comprises first and second sections  10  and  12 , respectively, joined at their upper portions by a hinge for movement between the open condition shown in FIG.  1  and the closed condition shown in FIG.  2 . In the closed condition, the first and second sections meet to define a smooth undersurface, as shown in FIG.  2 . In the open condition, the first and second sections are separated at the lower portion thereof into the bifurcated configuration shown in FIG.  1 . 
     The sections  10  and  12  meet at edge surfaces  14 ,  16  when in the closed condition shown in FIG.  2 . They define therebetween a passage P for receipt of an anchor A (FIGS.  3  and  4 ). With the sections  10 ,  12  in the closed condition shown in FIG. 2, openings O extend through opposite sides of the arcuate undersurface of the void former. When the anchor A is in place within the void former and the sections  10 ,  12  are closed, as seen in FIG. 4, the legs of the anchor A extend through the openings O. 
     The internal construction of the bottom shell S with cap C in place thereon, is shown in FIG.  7 . As there seen, the shell is latched in closed condition by a catch  18  carried by the section  12  engaged with an opening  20  formed in the section  10 . The catch  18  and opening  20  are formed with inclined cam surfaces  18   a  and  20   a , respectively which snap over one another to enable the sections  10  and  12  to move between the latched and unlatched conditions. A first bore  22  extends through the cap C in aligned communication with a second bore  24  in the section  12  for receipt of an anchor bolt (not illustrated) which may be used to secure the void former to the surface of a form. A third bore  28  is formed in the cap C for receipt of the holding dowel of an anchor plate (not illustrated). Such an anchor plate would be received in recess R formed in the top of the cap C and would typically have two dowels, one of which would be received in the bore  22  and the other in the bore  28 . The provision of anchor bolts, holding plates and dowels is not unique to the present invention and may be seen, for example, in prior U.S. Pat. No. 4,821,994. 
     The interior of the shell S is formed with webs  30 ,  32 ,  34 ,  36  and  38  which serve to reinforce the shell and locate the components molded therein. When the cap C is in place on the shell, as seen in FIG. 7, it rests on the webs  30 ,  32 ,  36  and  38  and the walls of the bore  28  engage and are located by the web  30 . With the cap so in place, tabs  40  (see FIGS. 8,  9 ,  10 ,  11  and  13 ) extending slightly inwardly from the top edge of the shell  26  are engaged over the cap C to hold it in place. 
     Bridge elements  42  are integrally formed with the shell S to join the first and second sections  10 ,  12  at the upper portion of the shell. Three such bridge elements are formed on each side of the shell (see FIG. 8) in spaced relationship to one another. These sections are rectangular cross-section and measure approximately 0.09×0.09 inches, with a spacing of approximately 0.09 inches between adjacent elements, except for the adjacent innermost elements which have a spacing of approximately 2 inches from each other to provide a large uninterrupted space therebetween. The cap has bridge elements  44  which join the sides thereof extending over the sections  10  and  12  of the shell. The bridge elements  44  are shaped and proportioned to interdigitate with the bridge elements  42  when the cap is in place. An open separation line  46  (see FIG. 1) extends between the innermost bridge elements  44 . 
     The bridge elements  42 ,  44  serve as a hinge to secure the sections  10 ,  12  for movement between the open and closed positions shown in FIG. 1 and 2. When moving between these positions, the catch  18  and opening  20  of the latch snap in and out of the engaged and disengaged conditions see in FIGS. 7 and 11, respectively. 
     FIGS. 14 and 15 illustrate the ends of the sections  10  and  12 , respectively, which complimentally meet to define the passage P. As there seen, the upper walls of the passage are designated  46  in the section  10  and  48  in the section  12  and the lower walls of the passage are designated  50  in the section  10  and  52  in the section  12 . Recesses  54  and complimental protrusions  56  are formed on sections above the upper walls  46 ,  48 , respectively. A recess  58  and complimental protrusion  60  are formed beneath the lower walls  50 ,  52 , respectively. The recesses  58  and  60  are of a generally ovoid configuration, as viewed from the end in FIGS. 14 and 15. When the sections  10  and  12  are in the closed condition, the recesses and protrusions serve as guide elements and complimentally nest together to maintain the sections in alignment. 
     The dimensions of the void former vary, depending upon the size of the anchor and lifting bail with which the former is intended to be used. Representative outside dimensions for an insert designed for use with a large anchor are: length-8.45 inches; width-3.4 inches; depth-3.25 inches. The wall thickness of the shell and cap is approximately 0.12 inches. The radius of the undersurface of the void former in this example would be approximately 3.4 inches. This radius extends up 60 degrees from the vertical center line of the void former on either side and merges with a generally tangential surface which extends to the top of the void former (FIGS. 5 and 6 ). Although the material from which the void former is formed may be any suitable resilient polymer, polypropylene copolymer, reprocessed, is preferred. Other possibilities for example, are: styremic copolymer (i.e. Phillips 66 KRATON); polyesther elastomer (i.e.. DuPont HYTREL); polyethelene, low and hi density; toughened  66  nylon; polyurethane; polyether block amide (i.e. Autofina PEBAX); styrene butadiene copolymer (i.e. K resin); flexible PVC; EPDM Rubber; and polypropylene homopolymer reprocessed. 
     FIG. 6 shows the void former cast in place within a concrete structure  62 , with the anchor A embedded within the structure. As there shown, the sections  10 ,  12  of the void former F are in complimental engagement and capture the anchor A therebetween. Once the concrete structure has sufficiently cured, the void former may be removed by swinging the sections  10 ,  12  upwardly about the hinge provided by the bridge elements  42 ,  44 . Such swinging may be achieved by inserting rods into the bores  22  and  28  and then moving these rods toward one another to spread the sections  10 ,  12  into the condition shown in FIGS. 10 and 11, thus releasing the catch. Once the sections are spread to fully disengage the catch  18  from beneath the anchor A, the void former may be easily removed from the concrete structure, leaving a clean void around the anchor. 
     The bottom shell of the void former is injected molded with a mold having portions for the sections  10  and  12  disposed in a configuration corresponding generally to the open configuration shown in FIGS. 10 and 11. Such configuration enables the catch  18  to be formed and removed from the mold. As the part is removed, the sections  10  and  12  are pivoted relative to one another about the hinge provided by the bridges  42 . Such hinging of the sections by bending of the bridges before the molded part is fully cured serves to alter the molecular structure of the bridges so that they may be repeatedly hinged back and forth, without fatiguing. Molding the sections  10  and  12  in the open condition also makes the bridges  42  serve to normally bias the sections to this condition. 
     The cap C is injected molded in a flat configuration corresponding to the position which the cap ultimately assumes when the void former is in the closed condition. Ideally, after being removed from the mold, the sections of the cap are hinged about the bridge element  42  before the polymeric material has completed cured. This also serves to rearrange the molecules in the bridge elements  44  to ideally suit them for repeated hinging without fatigue. 
     After the shell and cap are molded, the cap is snapped into place on the shell, so as to assume the condition shown in FIG.  7 . In this condition, the tabs  40  of the shell engage over the outer edges of the cap to hold the cap in place. Recesses (not illustrated) in the edge of the cap are provided to receive the tabs  40 . 
     The modified void former shown in FIGS. 22 to  24  corresponds to that previously described, except that it is designed to accommodate a flat anchor A′. The components of the FIGS. 22 to  23  embodiment corresponding to those of the FIGS. 1 to  21  embodiment are designated by like letters and numerals, followed by a prime mark, as follows: cap C′; void former F′; bottom shell S′; first section  10 ′; second section  12 ′; catch  18 ′; and bridge elements  44 ′. Although not shown in detail and designated by identifiers, it should be understood that the remaining construction of the FIGS. 22 to  24  embodiment corresponds to that of the FIGS. 1 to  21  embodiment. 
     The modified embodiment of FIGS. 22 to  24  differs from that of FIGS. 1 to  21  primarily in that the passage P′ opens through the full circumference of the shell S′ to accommodate the flat anchor A′. When in place within the void former, an opening  64  through the anchor A′ accommodates passage of the catch through the anchor. The catch  18 ′ engages an opening (not illustrated) corresponding to the opening  20  to hold the shell sections  10 ′ and  12 ′ in the closed condition engaged around the anchor A′, as seen in FIG.  22 . Bosses  66 ,  68  are formed on the shell section  12 ′ and extend through the anchor A′ when it is engaged between the shell sections  10 ′,  12 ′. The upper end of the anchor A′ is formed with a recess  70  which complimentally receives the boss  68  and has ears  72  disposed to either side of the boss to hold the anchor A′ against rotation relative to the void former. 
     As shown, the lower portion of the rectangular plate anchor A′ is of a generally rectangular configuration and has an opening  74  extending there through for receipt of a rebar. Other configurations of the flat plate anchor may also be accommodated by the modified embodiment of FIGS. 22 to  24 . 
     CONCLUSION 
     The void former of the present invention is designed for repeated use. Each time it is removed from a concrete structure, leaving the anchor A, A′ in place, it may be conditioned for reuse by simply inserting a new anchor into the passage P, P′ while the sections  10 ,  10 ′ and  12 ,  12 ′ are in the open condition and then snapping the sections back together around the anchor to reengage the catch  18 . The smooth lubricious surface the void former ideally suits it for easy removal from the concrete structure and reuse, since concrete does not adhere to the surface. 
     From the foregoing detailed description it is believed apparent that the present invention enables to the entailment of the objects initially set forth herein. It should be understood, however, that the invention is not intended to be limited to the specifics of the described embodiment, but rather is defined by the accompanying claims.

Summary:
A void former for positioning an anchor within a concrete structure is comprised of a hollow polymeric body having first and second sections hinged together for movement between a closed condition engageable around the anchor received therebetween and an open condition in which the sections are separated at the lower portions thereof to release the anchor received therebetween. The void former is monolithically formed by injection molding and includes integrally formed latch elements on the respective sections for mutual engagement to secure the sections in the closed condition and a bridge between the sections to provide a hinged connection therebetween. In the injection molding process the sections are formed so as to be positioned in the open condition. Upon removal from the injection mold, the sections are hinged relative to one another by bending the bridge therebetween, before the polymer is fully cured. Such bending aligns the molecules of the polymeric material within the bridge to enable the bridge to serve as a hinge and sustain repeated bending.