US20060208152A1 - Clamp for interconnecting components of concrete forming apparatus - Google Patents

Clamp for interconnecting components of concrete forming apparatus Download PDF

Info

Publication number
US20060208152A1
US20060208152A1 US11/374,772 US37477206A US2006208152A1 US 20060208152 A1 US20060208152 A1 US 20060208152A1 US 37477206 A US37477206 A US 37477206A US 2006208152 A1 US2006208152 A1 US 2006208152A1
Authority
US
United States
Prior art keywords
jaw
clamp
wedge
concrete
panels
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.)
Abandoned
Application number
US11/374,772
Inventor
Robert McCracken
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wilian Holding Co
Original Assignee
Wilian Holding Co
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Wilian Holding Co filed Critical Wilian Holding Co
Priority to US11/374,772 priority Critical patent/US20060208152A1/en
Publication of US20060208152A1 publication Critical patent/US20060208152A1/en
Assigned to WILIAN HOLDING COMPANY reassignment WILIAN HOLDING COMPANY ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: MCCRACKEN, ROBERT
Assigned to BANK OF AMERICA, N.A., AS COLLATERAL AGENT reassignment BANK OF AMERICA, N.A., AS COLLATERAL AGENT SECURITY AGREEMENT Assignors: WILIAN HOLDING COMPANY
Abandoned legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • E04G17/045Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by wedge-shaped elements

Definitions

  • the invention relates generally to concrete forming apparatus used in forming concrete structures and, more specifically, to a clamp, useful in interconnecting form panels of concrete forming apparatus, which includes a fixed jaw that carries a centering pin and a moveable jaw that receives the centering pin that is moved to and held in a clamping position by a tapered pin or wedge.
  • Concrete forming apparatus is in wide use in the construction of buildings, bridges, and other concrete structures.
  • a common system for forming concrete structures uses a plurality of modular form components that are adapted to be assembled into a wide variety of configurations to conform to virtually any architectural requirement.
  • Such forming apparatus components are typically made of metal so that they are strong enough to support the heavy weight of poured concrete and durable so that the components can be reused many times.
  • metal form components are a form panel that is used in forming substantially flat or curvilinear concrete surfaces, such as walls, foundations, pillars, and the like.
  • Such metal concrete form panels have a face sheet which is in contact with the concrete being poured.
  • a rearwardly extended flange is secured around the perimeter of the face sheet.
  • a plurality of spaced apart stiffeners or ribs are tied to the perimeter flanges of the form panel on the opposite side of the face sheet from the wall or other structure being formed.
  • the patent describes a coupling for interconnecting a horizontal panel at any desired position along a pair of vertical shoring posts.
  • the coupling has a mouth formed of a stationary and moveable jaw.
  • the moveable jaw is closed towards the stationary jaw by driving behind the moveable jaw a wedge-shaped tensioning member.
  • the coupling mouth when tensioned by the wedge, engages the vertical shoring post at the desired position.
  • the wedge includes ribs that run at an angle with respect to the longitudinal axis of the wedge and which engage teeth on the moveable jaw to move it between an opened position and a clamped or tensioned position.
  • a clamp for interconnecting two components of a support apparatus such as components of a shoring apparatus for concrete foaming systems
  • a clamp member having swing arm jaw is received for pivotal movement in a housing that is secured to one of the components.
  • a plurality of flutes disposed at an angle to the pivot axis of the clamp member are received in coacting recesses in the housing.
  • Axial movement of the clamp member pivots the swing arm and a coacting, moveable jaw toward a fixed jaw formed in the housing to releasably secure the clamp to the other component.
  • the jaws of the clamp are designed to engage mating surfaces of a post used to support shoring apparatus.
  • U.S. Pat. No. 4,881,716 describes a formwork lock for clamping two formwork panels together. Adjacent panels are assembled side-by-side with perimeter flange portions in contact engagement.
  • the formwork lock has a pair of jaw members that are slideably moveable relative to each other between an open position where the perimeter flanges are received inside the jaws and a clamped position where the lock holds the perimeter flanges together. A wedge is used to hold the jaws in the clamped position.
  • the invention consists of a clamp for releasably securing to each other a pair of form panels of a concrete forming apparatus.
  • the clamp includes a pair of jaws that pivot relative to each other about a common pivot axis between a closed or clamping position, a partially open or unclamped position, and a fully open position.
  • the first or fixed jaw has a pair of spaced-apart ear members, each of which has an opening centered on the common pivot axis.
  • the second or pivoting jaw has a single ear member which also has an opening. The single ear member of the pivoting jaw is received inside the spaced-apart ears of the fixed jaw with the openings aligned.
  • a wedge-shaped pin is received in the aligned openings with the longitudinal axis of the pin coincident with the pivot axis of the jaws. Movement of the wedge along its longitudinal axis will move the pivoting jaw between the unclamped position and the clamped position.
  • Each of the end surfaces of the wedge has an impact surface which may be struck by a hammer or the like to bring the jaws to the clamped position or to release the jaws from the clamped position.
  • An aligning pin projects from the clamping end portion of the fixed jaw and in the direction of travel of the fixed jaw toward the clamped position.
  • a receiving opening in the clamping end portion of the pivoting jaw that receives the aligning pin as the pivoting jaw moves toward the clamped position.
  • An object of the present invention is to provide a clamp for interconnecting form panels of a concrete forming apparatus that is quickly and easily moveable between a released and a clamped position.
  • Another object of the present invention is to provide a clamp for interconnecting form panels of a concrete forming apparatus which is durable and provides the requisite strength while being economical to manufacture.
  • FIG. 1 is a perspective view of the clamp of the present invention in the closed position.
  • FIG. 2 is a perspective view of the clamp of the present invention in the open position.
  • FIG. 3 is a detailed view of the fixed jaw of the clamp of the present invention.
  • FIG. 4 is a detailed view of the clamp of the present invention shown in the clamped position and the open position, including a pair of form panels of the forming apparatus.
  • FIG. 5 is a detailed view of the pivoting jaw of the clamp of the present invention.
  • FIG. 6 is a detailed view of the wedge of the clamp of the present invention.
  • the formwork is comprised of flat panels, panels that can be preformed to assume a curvilinear shape, forms that have a predetermined, fixed curvilinear shape, corner forms, and a variety of other forms for both general and specific applications such as are known in the art. These forms have a face sheet or the like against which the plastic concrete is poured and which, accordingly, determines the contour of the final concrete structure in the area of the form. In many instances, the individual forms are placed adjacent other forms and are held in place by clamps, fasteners, connectors, walers, shoring posts, and the like.
  • Plastic concrete is a heavy fluid that can exert very large forces on the formwork until the concrete has sufficiently cured. Accordingly, it is critical that the shoring and other support apparatus used to hold the forms in place be sufficiently strong to resist the forces of the plastic concrete. This has become of even greater importance in recent years with the increased use of modem concrete formulations which have a lower viscosity and allow higher heads of plastic concrete to be used in the formwork. It is also important that proper registry of the forms is achieved during initial assembly of the formwork and maintained throughout the pouring of concrete inside the formwork.
  • a plurality of form panels are used to form part of a concrete structure.
  • the panels are arranged so that face sheets of the panels define the surface of the concrete structure being formed.
  • face sheets of the panels define the surface of the concrete structure being formed.
  • the finished concrete structure be smooth and uniform, relatively free of form marks or the like that may result in the area of transition from one form to the adjacent form.
  • the likelihood of such undesirable markings is reduced or eliminated if the forms are designed and manufactured to close tolerances and then assembled and held in place with the face sheets of adjacent panels in contact engagement along the length of the adjacent edges of the forms and the adjacent forms are oriented so that there is a smooth transition from one face sheet to the next.
  • a smooth transition is achieved if the face sheets are coplanar upon assembly.
  • a smooth transition is achieved if the adjacent forms are oriented so that their shared radius of curvature defines a common central longitudinal axis.
  • a smooth transition is achieved if the plane of the form panel is coincident with the tangent of the fixed curvature form along the adjacent edge.
  • the form panels 12 are held in place most typically be attaching the shoring and other support apparatus to the perimeter flanges 16 a, 16 b or the reinforcing ribs (not pictured) or both.
  • a clamp 20 is used to assist in proper registry of the form panels 12 during assembly and to hold the form panels 12 in the desired orientation and registry while the concrete is being poured and cured.
  • the form clamp 20 is used to connect individual form panels 12 into larger assemblies.
  • the clamp 20 has a fixed jaw 22 , a pivoting jaw 24 , and a tapered pin or wedge 26 .
  • the fixed jaw 22 has a clamping end portion 28 and a pivot axis or wedge-receiving end portion 30 .
  • the end portion 30 includes a pair of parallel, spaced-apart ear members 32 and 34 forming a channel therebetween, each of which has a slot-shaped opening 36 and 38 , respectively.
  • the pivoting jaw 24 has a clamping end portion 40 and a wedge-receiving end portion 42 which has an slot-shaped opening 44 .
  • the end portion 42 of the pivoting jaw 24 is positioned inside the ear members 32 and 34 of the fixed jaw 22 with the opening 44 put into substantial coaxial alignment with the openings 36 and 38 .
  • the wedge 26 is inserted into the aligned openings 44 , 36 , and 38 .
  • the wedge 26 has a closing end 58 and an opening end 60 , which may include a button-strike surface 61 . ( FIG. 6 ).
  • the pivoting jaw 24 is accordingly mounted on the fixed jaw 22 for pivotable and translatable movement relative thereto, moving the clamping end portion 40 of the pivoting jaw 24 toward and away from the clamping end portion 28 of the fixed jaw.
  • An aligning pin or tooth 46 projects from the clamping end portion 28 of the fixed jaw 22 in the direction of travel toward the pivoting jaw 24 . ( FIG. 3 ). A corresponding opening 48 is formed in the clamping end portion 40 of the pivoting jaw 24 . ( FIG. 5 ). As the pivoting jaw 24 is moved toward the fixed jaw 22 , the tooth 46 will be received in the opening 48 .
  • the wedge 26 allows for two different types of motion between the fixed jaw 22 and the pivoting jaw 24 .
  • the pivoting jaw 24 can translate and pivot outward and away from the fixed jaw 22 .
  • the pivoting jaw 24 includes three stops 70 , 72 , and 74 to limit the range of motion of the pivoting jaw 24 .
  • pivoting jaw 24 moves translatably away from the fixed jaw 22 .
  • stop 70 on the pivoting jaw 24 has cleared the fixed jaw 22
  • the pivoting jaw 24 can then rotate, which allows the clamp 20 to release the forms.
  • stops 72 and 74 limit the rotation of the pivoting jaw 24 .
  • stops 70 , 72 , and 74 limit the rotation of the pivoting jaw 24 .
  • each form panel 12 has perimeter flanges 16 a and 16 b that include a plurality of corresponding openings 19 that, when a pair of form panels are oriented side-by-side with their face sheets in a coplanar relationship, are in coaxial alignment with the corresponding openings in the adjacent perimeter flange of the other panel.
  • a pair of form panels 12 are brought into closely adjacent positions with their face panels roughly parallel to and in alignment with each other.
  • the clamp 20 is put into its fully open condition and positioned so that the tooth 46 in the fixed jaw 22 is at least roughly aligned with one of the openings in a first one of the panels along the adjacent perimeter flange 16 .
  • the pivoting jaw 24 is pivoted toward the fixed jaw 22 , bringing the tooth 46 into the corresponding opening of the second one of the panels 12 .
  • the wedge 26 is then moved in a direction to pivot the pivoting jaw 24 to the clamped position.
  • the tooth 46 causes the corresponding openings in the two panels are brought into coaxial alignment.
  • Use of two or more clamps 20 on the adjacent perimeter flanges 16 will ensure that the face sheets 14 a and 14 b of the two form panels 12 a and 12 b will be substantially coplanar.
  • a hammer or similar tool is used to impact the closing end 58 of the pin 26 , wedging the pin 26 in the openings 36 , 38 , and 40 so that it will not be accidentally dislodged during use of the assembled form panels 12 in constructing a formwork assembly or during pouring and curing concrete in the formwork assembly.
  • the clamp 20 can be easily released by impacting the opening end 60 of the pin 26 with a hammer or similar tool.
  • the fixed jaw 22 , pivoting jaw 24 , and wedge 26 are made of investment cast steel. These parts may also be manufactured using alternate methods, including forging.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

A clamp for interconnecting two components of a concrete forming apparatus such as metal form panels. A pivoting jaw is mounted around a pivot axis defined by a wedge for pivotal movement into and out of clamping engagement with a fixed jaw. A tooth or projection on a jaw engages corresponding alignment openings in the two form components to position and then hold the form components in the desired relationship.

Description

  • This application claims priority to U.S. Patent Application Ser. No. 60/662,075, filed Mar. 15, 2005.
  • BACKGROUND OF THE INVENTION
  • 1. Field of the Invention
  • The invention relates generally to concrete forming apparatus used in forming concrete structures and, more specifically, to a clamp, useful in interconnecting form panels of concrete forming apparatus, which includes a fixed jaw that carries a centering pin and a moveable jaw that receives the centering pin that is moved to and held in a clamping position by a tapered pin or wedge.
  • 2. Background of the Prior Art
  • Concrete forming apparatus is in wide use in the construction of buildings, bridges, and other concrete structures. A common system for forming concrete structures uses a plurality of modular form components that are adapted to be assembled into a wide variety of configurations to conform to virtually any architectural requirement. Such forming apparatus components are typically made of metal so that they are strong enough to support the heavy weight of poured concrete and durable so that the components can be reused many times.
  • One of the most commonly used configurations of such metal form components is a form panel that is used in forming substantially flat or curvilinear concrete surfaces, such as walls, foundations, pillars, and the like. Such metal concrete form panels have a face sheet which is in contact with the concrete being poured. A rearwardly extended flange is secured around the perimeter of the face sheet. A plurality of spaced apart stiffeners or ribs are tied to the perimeter flanges of the form panel on the opposite side of the face sheet from the wall or other structure being formed.
  • Because of the variety in the size and shape of concrete structures formed using the form panel, it is advantageous to have the ability to interconnect the various components of the form panel in a wide variety of configurations without unduly multiplying the number of distinct components that are required to assemble the form panel of the desired diversity. Accordingly, a number of attempts have been made to design clamps or couplings for interconnecting components of form panel that are adjustable to fit a wide variety of configurations.
  • One such coupling is described in the U.S. Pat. No. 5,713,687. The patent describes a coupling for interconnecting a horizontal panel at any desired position along a pair of vertical shoring posts. The coupling has a mouth formed of a stationary and moveable jaw. The moveable jaw is closed towards the stationary jaw by driving behind the moveable jaw a wedge-shaped tensioning member. The coupling mouth, when tensioned by the wedge, engages the vertical shoring post at the desired position. In an alternative embodiment, the wedge includes ribs that run at an angle with respect to the longitudinal axis of the wedge and which engage teeth on the moveable jaw to move it between an opened position and a clamped or tensioned position.
  • Another such coupling device is described in U.S. Pat. No. 6,322,277. A clamp for interconnecting two components of a support apparatus such as components of a shoring apparatus for concrete foaming systems is disclosed. A clamp member having swing arm jaw is received for pivotal movement in a housing that is secured to one of the components. A plurality of flutes disposed at an angle to the pivot axis of the clamp member are received in coacting recesses in the housing. Axial movement of the clamp member pivots the swing arm and a coacting, moveable jaw toward a fixed jaw formed in the housing to releasably secure the clamp to the other component. The jaws of the clamp are designed to engage mating surfaces of a post used to support shoring apparatus.
  • U.S. Pat. No. 4,881,716 describes a formwork lock for clamping two formwork panels together. Adjacent panels are assembled side-by-side with perimeter flange portions in contact engagement. The formwork lock has a pair of jaw members that are slideably moveable relative to each other between an open position where the perimeter flanges are received inside the jaws and a clamped position where the lock holds the perimeter flanges together. A wedge is used to hold the jaws in the clamped position.
  • SUMMARY OF THE INVENTION
  • The invention consists of a clamp for releasably securing to each other a pair of form panels of a concrete forming apparatus. The clamp includes a pair of jaws that pivot relative to each other about a common pivot axis between a closed or clamping position, a partially open or unclamped position, and a fully open position. The first or fixed jaw has a pair of spaced-apart ear members, each of which has an opening centered on the common pivot axis. The second or pivoting jaw has a single ear member which also has an opening. The single ear member of the pivoting jaw is received inside the spaced-apart ears of the fixed jaw with the openings aligned.
  • A wedge-shaped pin is received in the aligned openings with the longitudinal axis of the pin coincident with the pivot axis of the jaws. Movement of the wedge along its longitudinal axis will move the pivoting jaw between the unclamped position and the clamped position. Each of the end surfaces of the wedge has an impact surface which may be struck by a hammer or the like to bring the jaws to the clamped position or to release the jaws from the clamped position.
  • As the jaws move toward the clamped position, the clamping end portions of the jaws opposite the opening approach each other. An aligning pin projects from the clamping end portion of the fixed jaw and in the direction of travel of the fixed jaw toward the clamped position. There is provided a receiving opening in the clamping end portion of the pivoting jaw that receives the aligning pin as the pivoting jaw moves toward the clamped position.
  • An object of the present invention is to provide a clamp for interconnecting form panels of a concrete forming apparatus that is quickly and easily moveable between a released and a clamped position.
  • Another object of the present invention is to provide a clamp for interconnecting form panels of a concrete forming apparatus which is durable and provides the requisite strength while being economical to manufacture.
  • These and other objects of the invention will be made apparent to a person that is skilled in the art upon a review and understanding of this specification, the associated drawings, and the appended claims.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 is a perspective view of the clamp of the present invention in the closed position.
  • FIG. 2 is a perspective view of the clamp of the present invention in the open position.
  • FIG. 3 is a detailed view of the fixed jaw of the clamp of the present invention.
  • FIG. 4 is a detailed view of the clamp of the present invention shown in the clamped position and the open position, including a pair of form panels of the forming apparatus.
  • FIG. 5 is a detailed view of the pivoting jaw of the clamp of the present invention.
  • FIG. 6 is a detailed view of the wedge of the clamp of the present invention.
  • DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS
  • In the art of using formwork in the building of concrete structures, wet or plastic concrete is poured inside an assembly of formwork. The formwork is comprised of flat panels, panels that can be preformed to assume a curvilinear shape, forms that have a predetermined, fixed curvilinear shape, corner forms, and a variety of other forms for both general and specific applications such as are known in the art. These forms have a face sheet or the like against which the plastic concrete is poured and which, accordingly, determines the contour of the final concrete structure in the area of the form. In many instances, the individual forms are placed adjacent other forms and are held in place by clamps, fasteners, connectors, walers, shoring posts, and the like. By combining the variety of forms into a formwork assembly, virtually any desired shape of building structure can be formed.
  • Plastic concrete is a heavy fluid that can exert very large forces on the formwork until the concrete has sufficiently cured. Accordingly, it is critical that the shoring and other support apparatus used to hold the forms in place be sufficiently strong to resist the forces of the plastic concrete. This has become of even greater importance in recent years with the increased use of modem concrete formulations which have a lower viscosity and allow higher heads of plastic concrete to be used in the formwork. It is also important that proper registry of the forms is achieved during initial assembly of the formwork and maintained throughout the pouring of concrete inside the formwork.
  • Customarily, a plurality of form panels are used to form part of a concrete structure. The panels are arranged so that face sheets of the panels define the surface of the concrete structure being formed. Often, it is desired that the finished concrete structure be smooth and uniform, relatively free of form marks or the like that may result in the area of transition from one form to the adjacent form. The likelihood of such undesirable markings is reduced or eliminated if the forms are designed and manufactured to close tolerances and then assembled and held in place with the face sheets of adjacent panels in contact engagement along the length of the adjacent edges of the forms and the adjacent forms are oriented so that there is a smooth transition from one face sheet to the next. In the particular example of form panels having planar face sheets, a smooth transition is achieved if the face sheets are coplanar upon assembly. In another example wherein a cylindrical column is being formed using forms having a predetermined, fixed and constant radius of curvature, a smooth transition is achieved if the adjacent forms are oriented so that their shared radius of curvature defines a common central longitudinal axis. In the example of a planar form panel and a form of fixed curvature being used adjacent to each other, a smooth transition is achieved if the plane of the form panel is coincident with the tangent of the fixed curvature form along the adjacent edge.
  • As seen in FIG. 4, the form panels 12 are held in place most typically be attaching the shoring and other support apparatus to the perimeter flanges 16 a, 16 b or the reinforcing ribs (not pictured) or both. In the present invention, a clamp 20 is used to assist in proper registry of the form panels 12 during assembly and to hold the form panels 12 in the desired orientation and registry while the concrete is being poured and cured.
  • In FIGS. 1-6, the form clamp 20 is used to connect individual form panels 12 into larger assemblies. The clamp 20 has a fixed jaw 22, a pivoting jaw 24, and a tapered pin or wedge 26. When the wedge 26 is driven into the closed position, the wedge 26 brings the fixed jaw 22 and the pivoting jaw 24 together and aligns the panels together using the holes in the panels. The fixed jaw 22 has a clamping end portion 28 and a pivot axis or wedge-receiving end portion 30. The end portion 30 includes a pair of parallel, spaced-apart ear members 32 and 34 forming a channel therebetween, each of which has a slot-shaped opening 36 and 38, respectively. The pivoting jaw 24 has a clamping end portion 40 and a wedge-receiving end portion 42 which has an slot-shaped opening 44. Upon assembly, the end portion 42 of the pivoting jaw 24 is positioned inside the ear members 32 and 34 of the fixed jaw 22 with the opening 44 put into substantial coaxial alignment with the openings 36 and 38. The wedge 26 is inserted into the aligned openings 44, 36, and 38. The wedge 26 has a closing end 58 and an opening end 60, which may include a button-strike surface 61. (FIG. 6). The pivoting jaw 24 is accordingly mounted on the fixed jaw 22 for pivotable and translatable movement relative thereto, moving the clamping end portion 40 of the pivoting jaw 24 toward and away from the clamping end portion 28 of the fixed jaw.
  • An aligning pin or tooth 46 projects from the clamping end portion 28 of the fixed jaw 22 in the direction of travel toward the pivoting jaw 24. (FIG. 3). A corresponding opening 48 is formed in the clamping end portion 40 of the pivoting jaw 24. (FIG. 5). As the pivoting jaw 24 is moved toward the fixed jaw 22, the tooth 46 will be received in the opening 48.
  • As seen in FIGS. 2 and 4, the wedge 26 allows for two different types of motion between the fixed jaw 22 and the pivoting jaw 24. When the wedge 26 is in the open position (see FIG. 2), the pivoting jaw 24 can translate and pivot outward and away from the fixed jaw 22. The pivoting jaw 24 includes three stops 70, 72, and 74 to limit the range of motion of the pivoting jaw 24. In the open position, pivoting jaw 24 moves translatably away from the fixed jaw 22. Once stop 70 on the pivoting jaw 24 has cleared the fixed jaw 22, the pivoting jaw 24 can then rotate, which allows the clamp 20 to release the forms. In the open position, stops 72 and 74 limit the rotation of the pivoting jaw 24. In the closed position, stops 70, 72, and 74 limit the rotation of the pivoting jaw 24.
  • In FIG. 4, each form panel 12 has perimeter flanges 16 a and 16 b that include a plurality of corresponding openings 19 that, when a pair of form panels are oriented side-by-side with their face sheets in a coplanar relationship, are in coaxial alignment with the corresponding openings in the adjacent perimeter flange of the other panel. In use of the clamp 20, a pair of form panels 12 are brought into closely adjacent positions with their face panels roughly parallel to and in alignment with each other. The clamp 20 is put into its fully open condition and positioned so that the tooth 46 in the fixed jaw 22 is at least roughly aligned with one of the openings in a first one of the panels along the adjacent perimeter flange 16. The pivoting jaw 24 is pivoted toward the fixed jaw 22, bringing the tooth 46 into the corresponding opening of the second one of the panels 12. The wedge 26 is then moved in a direction to pivot the pivoting jaw 24 to the clamped position. The tooth 46 causes the corresponding openings in the two panels are brought into coaxial alignment. Use of two or more clamps 20 on the adjacent perimeter flanges 16 will ensure that the face sheets 14 a and 14 b of the two form panels 12 a and 12 b will be substantially coplanar.
  • To secure the clamp 20 and the form panels 12, a hammer or similar tool is used to impact the closing end 58 of the pin 26, wedging the pin 26 in the openings 36, 38, and 40 so that it will not be accidentally dislodged during use of the assembled form panels 12 in constructing a formwork assembly or during pouring and curing concrete in the formwork assembly. The clamp 20 can be easily released by impacting the opening end 60 of the pin 26 with a hammer or similar tool.
  • In the preferred embodiment, the fixed jaw 22, pivoting jaw 24, and wedge 26 are made of investment cast steel. These parts may also be manufactured using alternate methods, including forging.
  • Although the invention has been described with respect to a preferred embodiment thereof, it is to be also understood that it is not to be so limited since changes and modifications can be made therein which are within the full intended scope of this invention as defined by the appended claims.

Claims (3)

1. A clamp for releasably interconnecting two components of a concrete forming apparatus, comprising:
(a) a fixed jaw;
(b) a pivoting jaw;
(c) a wedge interconnecting the fixed jaw and the pivoting jaw whereby the pivoting jaw is mounted for pivotal movement about the longitudinal axis of the wedge toward and away from the fixed jaw, whereby longitudinal movement of the wedge will move the pivoting jaw into and out of clamping engagement with the fixed jaw to respectively clamp and release the two components of the concrete forming apparatus.
2. A clamp as defined in claim 1, further comprising a tooth extended from one of the jaws.
3. A clamp as defined in claim 2, further comprising a receptacle in the other jaw for receiving the tooth when the pivoting jaw is in clamping engagement with the fixed jaw.
US11/374,772 2005-03-15 2006-03-14 Clamp for interconnecting components of concrete forming apparatus Abandoned US20060208152A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US11/374,772 US20060208152A1 (en) 2005-03-15 2006-03-14 Clamp for interconnecting components of concrete forming apparatus

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US66207505P 2005-03-15 2005-03-15
US11/374,772 US20060208152A1 (en) 2005-03-15 2006-03-14 Clamp for interconnecting components of concrete forming apparatus

Publications (1)

Publication Number Publication Date
US20060208152A1 true US20060208152A1 (en) 2006-09-21

Family

ID=36992408

Family Applications (1)

Application Number Title Priority Date Filing Date
US11/374,772 Abandoned US20060208152A1 (en) 2005-03-15 2006-03-14 Clamp for interconnecting components of concrete forming apparatus

Country Status (2)

Country Link
US (1) US20060208152A1 (en)
WO (1) WO2006099487A2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090230283A1 (en) * 2008-03-10 2009-09-17 Western Forms, Inc. Form clamp
WO2014108383A1 (en) * 2013-01-08 2014-07-17 Harsco Infrastructure Services Gmbh Connecting device for formwork boards
US9835188B2 (en) 2013-03-14 2017-12-05 Titan Formwork Systems Llc Universal wedge clamp
KR20200060767A (en) * 2018-06-27 2020-06-01 광저우 리더 이큅먼트 리미티드 Construction Board Connection Clamp Clip
US11236773B2 (en) * 2018-10-12 2022-02-01 Titan Formwork Systems, Llc Clamp for connecting ledger to shoring post

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US823356A (en) * 1905-09-23 1906-06-12 American Steel & Wire Co Compressor for rail-bonds.
US1593610A (en) * 1926-04-05 1926-07-27 Kalman Steel Co Form clamp
US3584827A (en) * 1969-06-09 1971-06-15 Symons Corp Concrete wall form with waler clamp assembly
US3756555A (en) * 1972-04-04 1973-09-04 Harsco Corp Gang loop wall tie holding bolt
US3879813A (en) * 1973-02-08 1975-04-29 Ici Ltd Clamp
US4478381A (en) * 1981-07-04 1984-10-23 A. Raymond Pipe clamp
US4529163A (en) * 1984-04-20 1985-07-16 Gerhard Dingler Combination of form panels and form lock devices
US4669688A (en) * 1985-02-07 1987-06-02 Kitagawa Industries Co., Ltd. Cable clamp
US4821995A (en) * 1987-07-28 1989-04-18 Josef Maier Clip for flanges of forms in formworks
US4881716A (en) * 1987-10-10 1989-11-21 Gerhard Dingler Assembly for prefabricated formwork
US5306137A (en) * 1990-07-16 1994-04-26 Hiroshi Kitamura Apparatus for molding products
US5729872A (en) * 1996-12-06 1998-03-24 Ginocchio; Mark H. Method of storing bundled items
US5759429A (en) * 1996-03-19 1998-06-02 Precise Forms, Inc. Apparatus for interconnecting concrete forms
US5975483A (en) * 1996-07-23 1999-11-02 Paschal-Werk G. Maier Gmbh Clamp with clamping jaws and a carrier connecting them
US6164604A (en) * 1998-02-03 2000-12-26 Oatey Co. Pipe clamps

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US823356A (en) * 1905-09-23 1906-06-12 American Steel & Wire Co Compressor for rail-bonds.
US1593610A (en) * 1926-04-05 1926-07-27 Kalman Steel Co Form clamp
US3584827A (en) * 1969-06-09 1971-06-15 Symons Corp Concrete wall form with waler clamp assembly
US3756555A (en) * 1972-04-04 1973-09-04 Harsco Corp Gang loop wall tie holding bolt
US3879813A (en) * 1973-02-08 1975-04-29 Ici Ltd Clamp
US4478381A (en) * 1981-07-04 1984-10-23 A. Raymond Pipe clamp
US4529163A (en) * 1984-04-20 1985-07-16 Gerhard Dingler Combination of form panels and form lock devices
US4669688A (en) * 1985-02-07 1987-06-02 Kitagawa Industries Co., Ltd. Cable clamp
US4821995A (en) * 1987-07-28 1989-04-18 Josef Maier Clip for flanges of forms in formworks
US4881716A (en) * 1987-10-10 1989-11-21 Gerhard Dingler Assembly for prefabricated formwork
US5306137A (en) * 1990-07-16 1994-04-26 Hiroshi Kitamura Apparatus for molding products
US5759429A (en) * 1996-03-19 1998-06-02 Precise Forms, Inc. Apparatus for interconnecting concrete forms
US5975483A (en) * 1996-07-23 1999-11-02 Paschal-Werk G. Maier Gmbh Clamp with clamping jaws and a carrier connecting them
US5729872A (en) * 1996-12-06 1998-03-24 Ginocchio; Mark H. Method of storing bundled items
US6164604A (en) * 1998-02-03 2000-12-26 Oatey Co. Pipe clamps

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090230283A1 (en) * 2008-03-10 2009-09-17 Western Forms, Inc. Form clamp
US8205854B2 (en) * 2008-03-10 2012-06-26 Western Forms, Inc. Form clamp
WO2014108383A1 (en) * 2013-01-08 2014-07-17 Harsco Infrastructure Services Gmbh Connecting device for formwork boards
US20150308131A1 (en) * 2013-01-08 2015-10-29 Hünnebeck GmbH Connecting device for formwork boards
US9487961B2 (en) * 2013-01-08 2016-11-08 Hunnebeck Gmbh Connecting device for formwork boards
US9835188B2 (en) 2013-03-14 2017-12-05 Titan Formwork Systems Llc Universal wedge clamp
KR20200060767A (en) * 2018-06-27 2020-06-01 광저우 리더 이큅먼트 리미티드 Construction Board Connection Clamp Clip
EP3722538A4 (en) * 2018-06-27 2022-01-19 Guanghou Leader Equipment Ltd Connection clamp of building formwork
KR102429149B1 (en) 2018-06-27 2022-08-03 광저우 리더 이큅먼트 리미티드 Construction Board Connection Clamp Clips
US11236773B2 (en) * 2018-10-12 2022-02-01 Titan Formwork Systems, Llc Clamp for connecting ledger to shoring post

Also Published As

Publication number Publication date
WO2006099487A3 (en) 2007-11-22
WO2006099487A2 (en) 2006-09-21

Similar Documents

Publication Publication Date Title
US6695277B1 (en) Modular form tube and clamp system
US20060208152A1 (en) Clamp for interconnecting components of concrete forming apparatus
US3917216A (en) Articulated concrete column form with novel corner fastening device
US6702509B2 (en) Scaffold clamp
US11719006B2 (en) Clamp for interconnecting components of a shoring apparatus
US20050120672A1 (en) Method and apparatus for removing modular forms
AU2007200021B2 (en) Side system for a casting mold and an attaching unit
US8043022B2 (en) Sheet securing scaffold clamp
MXPA01012536A (en) Concrete forming panel with flexible barrier.
EP1134332B1 (en) Clamp for interconnecting components of shoring apparatus
US8042786B2 (en) Locking system having mounting block with mounting arm and slide member for securing concrete form panels
US6817590B2 (en) Method and tool for removing modular concrete forms
GB2101187A (en) Temporary safety barriers
KR102050079B1 (en) Pipe connector of scaffold pipe
WO2008060138A1 (en) A system of formwork and connecting means
KR200452023Y1 (en) Clamp assembly for scaffolding
JP5129947B2 (en) Catch clamp in scaffold fixing device
CA3088266A1 (en) Anchoring system for formwork struts
CN116163512B (en) Building template
KR101579961B1 (en) Clamp unit and truss apparatus using the same
US10844888B2 (en) Clamp for connecting ledger to shoring post
JPH076350Y2 (en) Member connection part in formwork
JPH09209568A (en) Form corner part assembling device
JPH072011U (en) Automatic engagement and disengagement fastening device for concrete formwork
CA2369777C (en) Scaffold clamp

Legal Events

Date Code Title Description
AS Assignment

Owner name: WILIAN HOLDING COMPANY, IOWA

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:MCCRACKEN, ROBERT;REEL/FRAME:018440/0521

Effective date: 20060608

AS Assignment

Owner name: BANK OF AMERICA, N.A., AS COLLATERAL AGENT, ILLINO

Free format text: SECURITY AGREEMENT;ASSIGNOR:WILIAN HOLDING COMPANY;REEL/FRAME:022331/0548

Effective date: 20080630

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION