with reference to the drawings , a tilt - up concrete wall 10 , which is typically cast at the job site in a horizontal , ground - supported form , not shown , is cast around an anchor support member 12 , anchor 14 and recess former 16 . the anchor support 12 is made of plastic and comprises a central platform 18 , a three - sided enclosure wall 20 around the platform , downwardly slanted , flexible tabs 22 extending partially over the platform 18 , support and reinforcement webs 24 , and foot elements 26 at the outer extremities of the webs 24 and centrally beneath platform 18 . anchor 14 is preferably a one piece steel casting . it is provided with a rectangular base 28 and an upright stem 30 having aperture 32 and an upper end surface comprised of a horizontal surface 34 and converging outer surfaces 38 . the recess former 16 is provided with flat side walls 40 , a circumferentially and transversely curved underside wall 42 ( fig5 and 6 ), a receiving socket 44 defined by side walls 40 , interior walls 46 , and upper sloped walls 48 , a top 50 pivotally connected to the body of the recess former by hinge web 52 ( fig7 ), releasable fastening means to fasten the top 50 in closed position and comprising tabs 54 formed on the body member and camming lugs 56 formed on the top member and adapted to snap over and interengage with tabs 54 , a lip 58 extending around the front and sides of top 50 , and a plurality of locator rods 60 extending upwardly from the top . the upper end of anchor receptacle 44 is provided with a rectangular aperture 62 which is complemental in shape to surface 34 at the upper end of anchor 14 . the emplacement of the anchor 14 within the tilt - up wall takes place as follows . the anchor 14 is slid onto the platform 18 through the open end of the lateral enclosure 20 . the tabs 22 are yieldingly urged upwardly to accommodate the anchor base 28 . the base is moved against the middle or end wall portion of enclosure 20 . when the base is in this position the inner sets of tabs 22 press downwardly against the base while the outermost set of tabs 22 is disposed in blocking relation to the base . the tabs 22 thus serve to lock the base 28 to the platform 18 . the support 12 with anchor 14 attached thereto is positioned in a predetermined manner on the wall form , not shown . the recess former 16 , with the top 50 in open position as shown in fig1 is then frictionally fitted to the anchor 14 by full insertion of the upper end of the anchor into the receptacle 44 of the recess former . the anchor end surfaces 38 are brought into engagement with the walls 48 of the former . this positioning of the upper end of the anchor may be visually checked by observing the anchor end surface 34 through the complemental aperture 62 of receptacle 44 . the top 50 is then closed and the tabs 54 and lugs 56 are lockingly engaged . the slab 10 is then poured and cured . the protruding rod elements 60 signal the location of the anchor . the thin layer of cement above the recess former is then chipped away and the top 50 is popped open . the recess former 16 is then pulled free of the wall slab . this can be readily done by gripping rib 47 with a pair of pliers and pulling . the hoisting attachment 64 comprises a plate - like shackle 66 and a ring clutch 68 , the latter comprising a spool - like annular member 70 having the spool opening closed off at the underside by an arcuate bottom wall 72 , a slot 74 for anchor 14 , a locking bolt 76 rotatable in the ring through approximately 180 ° between locking and unlocking positions , an elongated lever arm 80 attached to locking bolt 76 , an aperture 82 in the end of lever arm 80 , a pull rope 84 connected through aperture 82 to lever 80 and a generally central opening 86 in the ring clutch whereby the shackle 66 may have a universal pivot action relative to ring clutch 68 . the ring clutch 68 is essentially identical with the one shown and described in u . s . pat . no . 3 , 883 , 170 , differing therefrom in that the lever arm 80 is made many times longer than the one in the reference and in that the aperture 82 and pull rope 84 are provided . also , the slot 74 has a slight dovetail shape to it to allow the clutch to rotate a few degrees in each direction relative to the anchor to thus allow the ring clutch to engage the concrete surface along the recess at a point about 45 ° out from anchor 14 . fig3 shows the hoisting attachment in locked relation to the wall slab 10 prior to applying a lifting force to shackle 66 through lifting cable 88 . the lever arm 80 is pre - positioned to extend in the direction of the ultimate top end of the wall slab . once the lifting action begins , the binding force applied by the anchor 14 through the locking bolt to the body of the ring clutch prevents any relative movement taking place between the lever arm 80 and the ring clutch during tilt - up movement of the slab . fig4 illustrates the slab in vertical condition at the end of the tilt - up operation . a pulling force is no longer being applied by cable 88 to shackle 66 . the shackle nevertheless remains in blocking relation to the lever arm 80 . thus , premature release of the locking means , with possible damaging consequences , is prevented until such time as the hoist operator lowers the cable 88 to drop the shackle 66 to a non - blocking position relative to lever 80 . this safety feature of the release mechanism is made possible by making the lever arm 80 long enough so that its unlocking movement can be blocked by shackle 66 and the preorientation of lever 80 in the direction of the upper end of the wall slab . fig9 - 12 show a modified form of anchor 114 which is provided with means for facilitating the use of wire ties to interconnect the anchor with concrete reinforcement bar material . the anchor is provided with apertures 116 whereby a wire tie 118 ( fig1 ) may be attached to the anchor and may in turn be attached to a reinforcement bar 120 . the anchor is further provided with a series of grooves 122 in its sides whereby wire ties 123 may be twist - connected to the anchor and to reinforcement bars 120 , as shown in fig1 .