CA1335476C - Apparatus and method for lifting tilt-up wall constructions - Google Patents
Apparatus and method for lifting tilt-up wall constructionsInfo
- Publication number
- CA1335476C CA1335476C CA000616866A CA616866A CA1335476C CA 1335476 C CA1335476 C CA 1335476C CA 000616866 A CA000616866 A CA 000616866A CA 616866 A CA616866 A CA 616866A CA 1335476 C CA1335476 C CA 1335476C
- Authority
- CA
- Canada
- Prior art keywords
- anchor
- slab
- housing
- collar
- clutch assembly
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
An improved insert anchor assembly which provides a lifting clevis is disclosed. A novel void former comprising a body and plug to completely surround the lifting clevis is also disclosed. An improved hoisting attachment capable of complimentable receipt within the recess created by the void former is further provided.
Description
APPARATUS AND METHOD FOR 335 4~ 6 LIFTING TILT--UP WALL CONSTRUCTION
Cross-reference to Related Applications This application is a division of Application No.
616,773, filed November 29, 1993 which is a division of Application No. 613,973, filed September 28, 1989.
Backqround of the Invention The field of this invention is apparatus and methods for hoisting and positioning prefabricated tilt-~lp concrete slabs. More specifically, the invention relates to improvements in anchor assemblies, void formers and clutch assemblies of such apparatus.
Prefabricated concrete walls or panels are common components of building constructions. Such panels are generally cast in a horizontal position where they are allowed to set. The hoisting and positioning of the finished panel presents problems in that the panels are very heavy and difficult to handle without cracking or breaking. Preliminary attempts to solve this problem can be found in United States Patent No. 3,883,170, to Fricker et al., disclosing the use of an anchor imbedded in a concrete slab as a point of attachment and lifting in combination with a hoisting shackle, and in United States Patent Nos. 4,367,892 and 4,437,642, to Holt, disclosing the use of a t-shaped anchor also for use with a hoisting shackle.
SummarY of the Invention The present invention provides many advantages over the previous hoisting systems described above.
First, it employs an anchor in the form of a lifting clevis and which i~; supported by anchor bases. Such anchors have greater strength in that they are less prone to ~end or shear during the lifting process and are also less expensive to manufacture since less costly materials and production processes may be employed. Such anchors are also advantageous in that they provide two points of attachment for anchor - 13354~ 6 supports, as well as additionai steel reinforcement in the panel, thereby permitting stress to be distri~uted more broadly in the panel.
The invention also provides a void former which is asymmetric in eonfiguration for producing a uniquely shaped reeess that allows aecess to the elevis of the anchor in but one way. The void former eomprises a body and plug eonfigured to ensure that the elevis is fully and eompletely exposed once the slab is set.
The eluteh assembly is proportioned for complimentable and snug receipt within the recess produced by the void former, and is provided with hoisting means. The clutch assembly engages the anchor by means of a linear engaging pin. Once eoupled, the elutch assembly is eapable of little if any movement about the elevis. Such a configuration minimizes the chances that the anchor or panel will become damaged during hoisting. Furthermore, the elutch assembly of the present invention provides an easy, reliable and safe means?for engaging the anchor when the slab is horizontal and for disengaging when the slab is vertieally placed, partieularly where the anchors become loeated high up on the slab after placement.
A principal object of this invention is to provide an improved anchor which has a better shock-load resistance and is less likely to fail when stressed, which gives extra embedment strength and which is easier and less costly to fabrieate.
Another object of this invention is to provide an improved void former for use with the improved anchor.
A further object of this invention is to provide an improved eluteh whieh mates more securely with an anchor imbedded in a concrete slab, which is easier to engage with and places less stress on an anehor, and - 133S 4r~ 6 which provides a more reliable, less stressful range of motion relative to the concrete panel Brief Description of the Drawinqs FIG. 1 is an exploded view in perspective showing the anchor assembly and void former of the invention.
FIG. 2 is a view in perspective showing the clutch assembly of the invention FIG. 3 is a view in perspective showing t~e clutch assembly engaged with the anchor embedded in a concrete panel.
FIG. 4 is a cross-sectional elevational view showing the anchor assembly and void former in place within a co~crete panel.
FIG. 5 is a top plan view of the void former in open condition.
FIG. 6 is a view in cross-section of the void forme.r in closed condition, taken on the plane designated by line 6 - 6 in FIG. 5, coupled to the anchor.
FIG. 7 is a view in cross-section of the clutch, taken on the plane designated by line 7 - 7 in FIG. 2.
FIG. 8 is a view in cross-section of the clutch, taken on the plane designated by line 8 - 8 in FIG. 7.
DESC~IPTION OF THE PREFERRED EMBODIMENT
With reference to the drawings, a tilt-up concrete slab 1 which is generally cast at the job site in horizontal, ground supported form, not shown, is cast around an anchor assembly 10 and a void former 30.
The anchor assembly 10 comprises a wire anchor 12 and two anchor supports 14. The wire anchor 12 is formed from a quandrangularly configured wire segment (not shown) by bending the segment substantially in half to form two legs 16 joined at an apex or clevis 1335~76 18. The legs 16 diverge fro~ the clevis 18 at an angle ol 34-36. Each leg 16 of the wire anchor 12 is further ~ent to form a distal tip 20. The distal tips 20 diverge out of a plane defined by the clevis 18 and legs 16 at an angle of 88-92~. The material of the wire anchor is metallic, preferably steel.
The wire anchor 12 is supported and positioned within the concrete slab 1 by anchor supports 14.
Each anchor support 14 comp~ises a platform 22 supported ~y foot elements 24. The upper surface of the platform is provided with an apertured box 26 complemental in shape to and capa~le of snug receipt over a distal tip 20 of the wire anchor 12. The anchor support 14 can ~e made of any durable material, such as polymer plastic.
The void former 30, shown in Figs. 1, 4, 5 and 6, is comprised of a body 32, a plug 34 and a lid 36.
The body 32 is asymmetrically configured and is defined exteriorly by a flat side wall 38, a partially flat, partially curved side wall 40, a flattened end wall 42, a curved end wall 44, and a transversely curved underside wall 46.
The body 32 is provided on its underside with a socket 48 for complimentable receipt of the clevis 18 of the wire anchor 12 and the plug 34. The socket 48 is defined by an interior sloping wall 50, interior side walls 52, an interior receiving wall 54, and interior coupling walls 56. The interior receiving wall 54 is provided with pegs or dowels 58 for mating with and holding the plug 34 in place.
The plug 34 is configured for snug receipt within the socket 48 in which the clevis 18 of the wire anchor 12 is already in place and is provided with peg sockets 60 for receipt of the pegs 58 of the interior receiving wall 54 of ~e socket 48. The plug 34 is - 1335 47 ~
dimensioned so that when the plug 34 is in place within the body 32 of the void former 30, the exterior surface of the plug 34 is flush with the exterior surface of the body 32.
The lid 36 comprises peripherally distributed, downwardly projected camming lugs 62 and a plurality of upwardly projecting locator rods 64. The camming lugs 62 are adapted to snap into and interengage with an equal number of lug sockets 66 which are peripherally distributed along the upper edge of the body 32.
Emplacement of the wire anchor 12 within the concrete slab 1 takes place as follows. The wire anchor 12 is connected to the anchor supports 14 hy sliding each of the distal tips 20 of the wire anchor 12 into the apertured box 26 of the anchor support 14.
The void former 30 is then assembled about the clevis 18 of the wire anchor 12. First, the body 32 of the void former 30 is placed over the clevis 18 such that the clevis 18 is snugly received with the socket 48.
The plug 34 is then inserted beneath the body 32/wire anchor 12 combination and snapped securely in place by engaging the peg sockets 60 with pegs 58, thereby enclosing the clevis 12 of the wire anchor. The lid 36 is snapped into position on the top of the body 32 by lockingly engaging the camming lugs 62 with the lug sockets 66. The combination of anchor assembly 10 and void former 30 is then positioned as desired on the wall form. The slab is then poured and cured.
In Fig. 4, the protruding rods 64 show the location of the wire anchor 12 with the slab 1. The thin layer of cement above the void former is then chipped away and the lid 36 poppe~ off. The body 32 of the void former 30 can then ~e pulled out by gripping and pulling on internal ribs 57 with pliers. Removal of the body 32 creates a recess 2 to the rear of the 1335~76 plug 34 The plug 34 is then gripped ~y pliers, pulled from lnder the wire anchor 12 into the recess 2 and then removed.
The clutch assembly 70 comprises a housing 72; a housing cover 74 which is attached to the housing 72 by screw 76; a linear engaging pin 78 slidably mounted within a passage 79 in the housing; and a lever 80 which is comprised of an arm member 82, a shaft member 84 and a handle member 86. The lever 80 is pivotally engaged with pin 78 by means of a stud 88 which is carried by the engaging pin 78 and extends through a slot 90 in the arm member of the lever 80.
The housing 72 of the clutch assembly 70 is configured for complimentable receipt with the recess 2 left by the void former 30 and further comprises an engagement socket 92 for receipt over the clevis 18 of the wire anchor 12. Figs. 7 and 8 illustrate the engagement pin 78 in retracted relation relative to the engagement socket.
The clutch assembly 70 is also provided with hoisting means as shown in FIGS. 2, 3 and 8. The hoisting means comprises: a bail 100; an external collar 102 fastened to the bail 100 by dowel pins 104;
an internal collar (not shown) on the housing 72 rotatably received in the external collar 102, and a bolt 106 and plate washer 108 which fasten the external collar to the housing 72 for rotation about the internal collar.
Coupling with and hoisting of the concrete slab by the clutch assembly 70 takes place as follows. The housing 72 of the clutch assembly 70 is guided into the recess left by the void former 30 and over the clevis 18 of the imbedded wire anchor 12 with the engaging pin 78 in the retracted position. Once the housing 72 is snugly in place, the clevis 18 is engaged by moving 1335~76 -the lever 80 to slide the engaging pin 78 in place.
Having securely coupled the clutch assembly 70 to the concrete slab 1, a hoisting cable or rope (not sho~n) can be attached to the bail 100 with lifting force then applied to position the concrete sla~ in a desired position. Since the housing 7Z is complimentably nested within the recess left by the void former 30, , shearing force on the wire anchor 12 is reduced as is the threat of damage to the slab 1 resulting frDm uncontrolled movement of the clutch assembly 70 in relation to the wire anchor 12. Once the slab 1 is in place, the lever 80 is returned to its original position, thereby sliding the engaging pin 78 into its retracted position and releasing the clutch assembly 70 from the wire anchor 12 and the slab 1.
From the above description, it is apparent that a novel and advantageous apparatus and method for tilting up concrete slabs or panels is describ~d.
Although the disclosure above is illustrative ~of certain exemplary embodiments of the present invention, one skilled in the art will understand that other embodiments are possible which fall within the spirit or the essential characteristics o~ the invention, the scope of which is set forth in the following claims.
Cross-reference to Related Applications This application is a division of Application No.
616,773, filed November 29, 1993 which is a division of Application No. 613,973, filed September 28, 1989.
Backqround of the Invention The field of this invention is apparatus and methods for hoisting and positioning prefabricated tilt-~lp concrete slabs. More specifically, the invention relates to improvements in anchor assemblies, void formers and clutch assemblies of such apparatus.
Prefabricated concrete walls or panels are common components of building constructions. Such panels are generally cast in a horizontal position where they are allowed to set. The hoisting and positioning of the finished panel presents problems in that the panels are very heavy and difficult to handle without cracking or breaking. Preliminary attempts to solve this problem can be found in United States Patent No. 3,883,170, to Fricker et al., disclosing the use of an anchor imbedded in a concrete slab as a point of attachment and lifting in combination with a hoisting shackle, and in United States Patent Nos. 4,367,892 and 4,437,642, to Holt, disclosing the use of a t-shaped anchor also for use with a hoisting shackle.
SummarY of the Invention The present invention provides many advantages over the previous hoisting systems described above.
First, it employs an anchor in the form of a lifting clevis and which i~; supported by anchor bases. Such anchors have greater strength in that they are less prone to ~end or shear during the lifting process and are also less expensive to manufacture since less costly materials and production processes may be employed. Such anchors are also advantageous in that they provide two points of attachment for anchor - 13354~ 6 supports, as well as additionai steel reinforcement in the panel, thereby permitting stress to be distri~uted more broadly in the panel.
The invention also provides a void former which is asymmetric in eonfiguration for producing a uniquely shaped reeess that allows aecess to the elevis of the anchor in but one way. The void former eomprises a body and plug eonfigured to ensure that the elevis is fully and eompletely exposed once the slab is set.
The eluteh assembly is proportioned for complimentable and snug receipt within the recess produced by the void former, and is provided with hoisting means. The clutch assembly engages the anchor by means of a linear engaging pin. Once eoupled, the elutch assembly is eapable of little if any movement about the elevis. Such a configuration minimizes the chances that the anchor or panel will become damaged during hoisting. Furthermore, the elutch assembly of the present invention provides an easy, reliable and safe means?for engaging the anchor when the slab is horizontal and for disengaging when the slab is vertieally placed, partieularly where the anchors become loeated high up on the slab after placement.
A principal object of this invention is to provide an improved anchor which has a better shock-load resistance and is less likely to fail when stressed, which gives extra embedment strength and which is easier and less costly to fabrieate.
Another object of this invention is to provide an improved void former for use with the improved anchor.
A further object of this invention is to provide an improved eluteh whieh mates more securely with an anchor imbedded in a concrete slab, which is easier to engage with and places less stress on an anehor, and - 133S 4r~ 6 which provides a more reliable, less stressful range of motion relative to the concrete panel Brief Description of the Drawinqs FIG. 1 is an exploded view in perspective showing the anchor assembly and void former of the invention.
FIG. 2 is a view in perspective showing the clutch assembly of the invention FIG. 3 is a view in perspective showing t~e clutch assembly engaged with the anchor embedded in a concrete panel.
FIG. 4 is a cross-sectional elevational view showing the anchor assembly and void former in place within a co~crete panel.
FIG. 5 is a top plan view of the void former in open condition.
FIG. 6 is a view in cross-section of the void forme.r in closed condition, taken on the plane designated by line 6 - 6 in FIG. 5, coupled to the anchor.
FIG. 7 is a view in cross-section of the clutch, taken on the plane designated by line 7 - 7 in FIG. 2.
FIG. 8 is a view in cross-section of the clutch, taken on the plane designated by line 8 - 8 in FIG. 7.
DESC~IPTION OF THE PREFERRED EMBODIMENT
With reference to the drawings, a tilt-up concrete slab 1 which is generally cast at the job site in horizontal, ground supported form, not shown, is cast around an anchor assembly 10 and a void former 30.
The anchor assembly 10 comprises a wire anchor 12 and two anchor supports 14. The wire anchor 12 is formed from a quandrangularly configured wire segment (not shown) by bending the segment substantially in half to form two legs 16 joined at an apex or clevis 1335~76 18. The legs 16 diverge fro~ the clevis 18 at an angle ol 34-36. Each leg 16 of the wire anchor 12 is further ~ent to form a distal tip 20. The distal tips 20 diverge out of a plane defined by the clevis 18 and legs 16 at an angle of 88-92~. The material of the wire anchor is metallic, preferably steel.
The wire anchor 12 is supported and positioned within the concrete slab 1 by anchor supports 14.
Each anchor support 14 comp~ises a platform 22 supported ~y foot elements 24. The upper surface of the platform is provided with an apertured box 26 complemental in shape to and capa~le of snug receipt over a distal tip 20 of the wire anchor 12. The anchor support 14 can ~e made of any durable material, such as polymer plastic.
The void former 30, shown in Figs. 1, 4, 5 and 6, is comprised of a body 32, a plug 34 and a lid 36.
The body 32 is asymmetrically configured and is defined exteriorly by a flat side wall 38, a partially flat, partially curved side wall 40, a flattened end wall 42, a curved end wall 44, and a transversely curved underside wall 46.
The body 32 is provided on its underside with a socket 48 for complimentable receipt of the clevis 18 of the wire anchor 12 and the plug 34. The socket 48 is defined by an interior sloping wall 50, interior side walls 52, an interior receiving wall 54, and interior coupling walls 56. The interior receiving wall 54 is provided with pegs or dowels 58 for mating with and holding the plug 34 in place.
The plug 34 is configured for snug receipt within the socket 48 in which the clevis 18 of the wire anchor 12 is already in place and is provided with peg sockets 60 for receipt of the pegs 58 of the interior receiving wall 54 of ~e socket 48. The plug 34 is - 1335 47 ~
dimensioned so that when the plug 34 is in place within the body 32 of the void former 30, the exterior surface of the plug 34 is flush with the exterior surface of the body 32.
The lid 36 comprises peripherally distributed, downwardly projected camming lugs 62 and a plurality of upwardly projecting locator rods 64. The camming lugs 62 are adapted to snap into and interengage with an equal number of lug sockets 66 which are peripherally distributed along the upper edge of the body 32.
Emplacement of the wire anchor 12 within the concrete slab 1 takes place as follows. The wire anchor 12 is connected to the anchor supports 14 hy sliding each of the distal tips 20 of the wire anchor 12 into the apertured box 26 of the anchor support 14.
The void former 30 is then assembled about the clevis 18 of the wire anchor 12. First, the body 32 of the void former 30 is placed over the clevis 18 such that the clevis 18 is snugly received with the socket 48.
The plug 34 is then inserted beneath the body 32/wire anchor 12 combination and snapped securely in place by engaging the peg sockets 60 with pegs 58, thereby enclosing the clevis 12 of the wire anchor. The lid 36 is snapped into position on the top of the body 32 by lockingly engaging the camming lugs 62 with the lug sockets 66. The combination of anchor assembly 10 and void former 30 is then positioned as desired on the wall form. The slab is then poured and cured.
In Fig. 4, the protruding rods 64 show the location of the wire anchor 12 with the slab 1. The thin layer of cement above the void former is then chipped away and the lid 36 poppe~ off. The body 32 of the void former 30 can then ~e pulled out by gripping and pulling on internal ribs 57 with pliers. Removal of the body 32 creates a recess 2 to the rear of the 1335~76 plug 34 The plug 34 is then gripped ~y pliers, pulled from lnder the wire anchor 12 into the recess 2 and then removed.
The clutch assembly 70 comprises a housing 72; a housing cover 74 which is attached to the housing 72 by screw 76; a linear engaging pin 78 slidably mounted within a passage 79 in the housing; and a lever 80 which is comprised of an arm member 82, a shaft member 84 and a handle member 86. The lever 80 is pivotally engaged with pin 78 by means of a stud 88 which is carried by the engaging pin 78 and extends through a slot 90 in the arm member of the lever 80.
The housing 72 of the clutch assembly 70 is configured for complimentable receipt with the recess 2 left by the void former 30 and further comprises an engagement socket 92 for receipt over the clevis 18 of the wire anchor 12. Figs. 7 and 8 illustrate the engagement pin 78 in retracted relation relative to the engagement socket.
The clutch assembly 70 is also provided with hoisting means as shown in FIGS. 2, 3 and 8. The hoisting means comprises: a bail 100; an external collar 102 fastened to the bail 100 by dowel pins 104;
an internal collar (not shown) on the housing 72 rotatably received in the external collar 102, and a bolt 106 and plate washer 108 which fasten the external collar to the housing 72 for rotation about the internal collar.
Coupling with and hoisting of the concrete slab by the clutch assembly 70 takes place as follows. The housing 72 of the clutch assembly 70 is guided into the recess left by the void former 30 and over the clevis 18 of the imbedded wire anchor 12 with the engaging pin 78 in the retracted position. Once the housing 72 is snugly in place, the clevis 18 is engaged by moving 1335~76 -the lever 80 to slide the engaging pin 78 in place.
Having securely coupled the clutch assembly 70 to the concrete slab 1, a hoisting cable or rope (not sho~n) can be attached to the bail 100 with lifting force then applied to position the concrete sla~ in a desired position. Since the housing 7Z is complimentably nested within the recess left by the void former 30, , shearing force on the wire anchor 12 is reduced as is the threat of damage to the slab 1 resulting frDm uncontrolled movement of the clutch assembly 70 in relation to the wire anchor 12. Once the slab 1 is in place, the lever 80 is returned to its original position, thereby sliding the engaging pin 78 into its retracted position and releasing the clutch assembly 70 from the wire anchor 12 and the slab 1.
From the above description, it is apparent that a novel and advantageous apparatus and method for tilting up concrete slabs or panels is describ~d.
Although the disclosure above is illustrative ~of certain exemplary embodiments of the present invention, one skilled in the art will understand that other embodiments are possible which fall within the spirit or the essential characteristics o~ the invention, the scope of which is set forth in the following claims.
Claims (14)
1. A clutch assembly for lifting a concrete tilt-up slab by a wire anchor of inverted V-shaped configuration embedded in the slab and having an apex accessible through a recess formed in the slab, said clutch assembly comprising:
a housing configured for receipt over the apex of the wire anchor;
a linear engaging pin enclosed by and slidably mounted within said housing to engage the wire anchor;
a lever pivotally mounted on an end of the engaging pin for sliding the engaging pin, the lever proportioned to extend exteriorly of said clutch; and hoisting means on said housing for lifting the slab.
a housing configured for receipt over the apex of the wire anchor;
a linear engaging pin enclosed by and slidably mounted within said housing to engage the wire anchor;
a lever pivotally mounted on an end of the engaging pin for sliding the engaging pin, the lever proportioned to extend exteriorly of said clutch; and hoisting means on said housing for lifting the slab.
2. The clutch assembly of claim 1 wherein the hoisting means comprises:
a collar having a longitudinal axis;
means securing said collar to the housing for rotation about said axis; and a bail connected to said collar for rotation about an axis generally normal to the longitudinal axis of the collar.
a collar having a longitudinal axis;
means securing said collar to the housing for rotation about said axis; and a bail connected to said collar for rotation about an axis generally normal to the longitudinal axis of the collar.
3. The clutch assembly of claim 1 wherein the housing has an external surface about the portion thereof configured for receipt over the anchor, said surface having an asymmetrical configuration.
4. A clutch assembly for lifting a concrete tilt-up slab by a protruding, imbedded wire anchor of inverted V-shaped configuration having divergent legs joined at an apex, said clutch assembly comprising:
a housing configured for receipt over the apex of the wire anchor, said housing having a roughly P-shaped non-planar side and a planar side;
a linear engaging pin enclosed by and slidably mounted within said housing to engage the wire anchor;
a lever pivotally mounted on one end of said engaging pin to slide said engaging pin, said lever having a portion extending exteriorly of said housing;
a collar having a longitudinal axis;
means securing said collar to the housing for rotation about said axis; and a bail connected to said collar for rotation about an axis generally normal to the longitudinal axis of the collar.
a housing configured for receipt over the apex of the wire anchor, said housing having a roughly P-shaped non-planar side and a planar side;
a linear engaging pin enclosed by and slidably mounted within said housing to engage the wire anchor;
a lever pivotally mounted on one end of said engaging pin to slide said engaging pin, said lever having a portion extending exteriorly of said housing;
a collar having a longitudinal axis;
means securing said collar to the housing for rotation about said axis; and a bail connected to said collar for rotation about an axis generally normal to the longitudinal axis of the collar.
5. An apparatus for raising a concrete tilt-up slab comprising:
a wire anchor imbedded in the slab and having an apex accessible through a recess formed in the slab, said anchor of inverted V-shaped configuration, having a first and a second leg joined at an apex and lying within a first plane, the legs having distal tips extending laterally out of the first plane;
two anchor bases for supporting and positioning said wire anchor within the slab, said anchor bases connected to said distal tips and lying in a second plane perpendicular to the first plane;
a clutch assembly having a housing configured for receipt over the apex of said wire anchor, said housing enclosing a linear engaging pin slidably mounted therein to slide under and engage the anchor;
and means for housing the clutch assembly.
a wire anchor imbedded in the slab and having an apex accessible through a recess formed in the slab, said anchor of inverted V-shaped configuration, having a first and a second leg joined at an apex and lying within a first plane, the legs having distal tips extending laterally out of the first plane;
two anchor bases for supporting and positioning said wire anchor within the slab, said anchor bases connected to said distal tips and lying in a second plane perpendicular to the first plane;
a clutch assembly having a housing configured for receipt over the apex of said wire anchor, said housing enclosing a linear engaging pin slidably mounted therein to slide under and engage the anchor;
and means for housing the clutch assembly.
6. The apparatus of claim 5 wherein the wire anchor is quadrilaterally configured in cross-section.
7. The apparatus of claim 5 wherein the legs diverge from the apex at an angle of 34 - 36°.
8. The apparatus of claim 5 wherein the hoisting means comprises:
a collar having a longitudinal axis;
means securing said collar to the housing for rotation about said axis; and a bail connected to said collar for rotation about an axis generally normal to the longitudinal axis of the collar.
a collar having a longitudinal axis;
means securing said collar to the housing for rotation about said axis; and a bail connected to said collar for rotation about an axis generally normal to the longitudinal axis of the collar.
9. The apparatus of claim 5 wherein the housing has an external surface about the portion thereof configured for receipt over the anchor, said surface having an asymmetrical configuration.
10. The apparatus of claim 5 wherein said clutch is configured for complimentable receipt within the recess in the slab.
11. An apparatus for raising a concrete tilt-up slab comprising:
a wire anchor imbedded in the slab and having an apex accessible through a recess in the slab, said anchor quadrangular in cross-section, of an inverted V-shaped configuration, and having two legs joined at the apex and diverging therefrom at an angle of 34 - 36°, the legs substantially equivalent in length, lying within a first plane, and having distal tips extending laterally out of the first plane in substantially opposite directions;
two anchor bases for supporting and positioning said wire anchor within the concrete slab, said anchor bases connected to said distal tips and lying in a second plane perpendicular to the first plane;
a clutch assembly having a housing configured for receipt over the apex of the wire anchor, said housing having a roughly P-shaped non-planar side and a planar side;
a linear engaging pin enclosed by and slidably mounted within said clutch to engage the wire anchor;
a lever pivotally mounted on one end of said engaging pin and having a portion extending exteriorly of said clutch;
a collar having a longitudinal axis;
means securing said collar to the housing for rotation about said axis; and a bail connected to said collar for rotation about an axis generally normal to the longitudinal axis of the collar.
a wire anchor imbedded in the slab and having an apex accessible through a recess in the slab, said anchor quadrangular in cross-section, of an inverted V-shaped configuration, and having two legs joined at the apex and diverging therefrom at an angle of 34 - 36°, the legs substantially equivalent in length, lying within a first plane, and having distal tips extending laterally out of the first plane in substantially opposite directions;
two anchor bases for supporting and positioning said wire anchor within the concrete slab, said anchor bases connected to said distal tips and lying in a second plane perpendicular to the first plane;
a clutch assembly having a housing configured for receipt over the apex of the wire anchor, said housing having a roughly P-shaped non-planar side and a planar side;
a linear engaging pin enclosed by and slidably mounted within said clutch to engage the wire anchor;
a lever pivotally mounted on one end of said engaging pin and having a portion extending exteriorly of said clutch;
a collar having a longitudinal axis;
means securing said collar to the housing for rotation about said axis; and a bail connected to said collar for rotation about an axis generally normal to the longitudinal axis of the collar.
12. In combination with a concrete slab having an anchor cast in place therein to provide a lifting opening accessible through one surface of the slab, the improvement comprising:
a void formed around the anchor and opening through said surface to define an asymmetrical recess therein;
a clutch assembly having a housing proportional for complimentable receipt in said void, said housing carrying releasable means to selectively grip the anchor; and means secured to the housing to apply lifting force thereto.
a void formed around the anchor and opening through said surface to define an asymmetrical recess therein;
a clutch assembly having a housing proportional for complimentable receipt in said void, said housing carrying releasable means to selectively grip the anchor; and means secured to the housing to apply lifting force thereto.
13. A method for lifting a concrete slab, said method comprising:
securing an anchor within the slab to provide a lifting clevis surrounded by an asymmetrical recess;
engaging said anchor with a clutch assembly having an asymmetrical housing complimentably received within said recess and a coupling pin engaged within the lifting clevis; and applying force to the clutch assembly to lift the slab.
securing an anchor within the slab to provide a lifting clevis surrounded by an asymmetrical recess;
engaging said anchor with a clutch assembly having an asymmetrical housing complimentably received within said recess and a coupling pin engaged within the lifting clevis; and applying force to the clutch assembly to lift the slab.
14. The method according to claim 13 wherein the step of securing the anchor within the slab includes providing an asymmetrical void former having portions extending around the clevis and casting the slab around the anchor and void former to expose the void former through a side of the slab.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US07/327,313 | 1989-03-22 | ||
| US07/327,313 US4930269A (en) | 1989-03-22 | 1989-03-22 | Apparatus and method for lifting tilt-up wall constructions |
| CA000616773A CA1333129C (en) | 1989-03-22 | 1993-11-29 | Apparatus and method for lifting tilt-up wall constructions |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA000616773A Division CA1333129C (en) | 1989-03-22 | 1993-11-29 | Apparatus and method for lifting tilt-up wall constructions |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA1335476C true CA1335476C (en) | 1995-05-09 |
Family
ID=25673250
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA000616866A Expired - Lifetime CA1335476C (en) | 1989-03-22 | 1994-05-30 | Apparatus and method for lifting tilt-up wall constructions |
Country Status (1)
| Country | Link |
|---|---|
| CA (1) | CA1335476C (en) |
-
1994
- 1994-05-30 CA CA000616866A patent/CA1335476C/en not_active Expired - Lifetime
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5226265A (en) | Apparatus and method for lifting tilt-up wall constructions | |
| US4930269A (en) | Apparatus and method for lifting tilt-up wall constructions | |
| US5094047A (en) | Apparatus and method for lifting tilt-up wall constructions | |
| US5014473A (en) | Apparatus and method for lifting tilt-up wall constructions | |
| CA1189889A (en) | Lift system for tilt-up walls | |
| US3431012A (en) | Anchor insert and pickup unit for a concrete slab | |
| EP2161234B1 (en) | Double anchor and lifting shackle for concrete slabs | |
| US10837185B2 (en) | Lifting anchor assembly for precast concrete structures | |
| US4068879A (en) | Concrete slab hoisting apparatus | |
| US8898964B1 (en) | Lift anchor assembly for precast portland cement concrete shapes | |
| EP0320092A1 (en) | Recess plug for precast concrete panels | |
| US5896722A (en) | Weldless spacer | |
| US3596971A (en) | Anchor insert and pickup unit assembly for a concrete slab | |
| US5212920A (en) | Strongback attachment system for concrete panel tilt-up construction | |
| CA1335476C (en) | Apparatus and method for lifting tilt-up wall constructions | |
| CA1333129C (en) | Apparatus and method for lifting tilt-up wall constructions | |
| CA1203396A (en) | Apparatus for forming a recess about an anchor embedded in concrete | |
| JP2644366B2 (en) | Formwork for constructing Rishime floor and method for constructing Rishime floor | |
| JPH0674591B2 (en) | Anchor support beam construction method | |
| CA1092625A (en) | Hoisting coupling for concrete slabs | |
| US3190606A (en) | Spandrel tie | |
| JP3194788B2 (en) | Sheath tube fixing jig | |
| JPH0710236U (en) | Formwork device for molding recesses | |
| JP3782078B2 (en) | Method for producing flexible multi-block mat | |
| JP3082179U (en) | Anchor joint |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| MKEX | Expiry |