Prefabricated formwork

• US 5,323,578 A
• Filed: 12/18/1991
• Issued: 06/28/1994
• Est. Priority Date: 12/19/1990
• Status: Expired due to Fees

• Current Assignee: Trung Trinh Pham
• Original Assignee: Alain Chagnon, Claude Chagnon, Luc Chagnon, Robert Chagnon, Serge Chagnon, Trung T. Pham, Yvan Goupil
• Inventors: Chagnon, Serge, Chagnon, Robert, Chagnon, Alain, Goupil, Yvan, Chagnon, Claude, Chagnon, Luc, Pham, Trung T.
• Primary Examiner(s): Friedman, Carl D.
• Assistant Examiner(s): NGUYEN, KIEN T
• Application Number:
  US07/809,307
• Time in Patent Office: 923 Days
• Field of Search: 52/699, 52/562, 52/563, 52/564, 52/698, 52/426, 52/309.7, 52/309.12, 249/40, 249/213, 249/215, 249/216, 249/218, 249/309.8
• US Class Current: 52/426
• CPC Class Codes: E04B 2/8647 with ties going through the forms
• CPC Class Codes: E04B 2002/565 with a brick veneer facing
• CPC Class Codes: E04B 2002/8688 Scaffoldings or removable supports therefor
• CPC Class Codes: E04B 2002/8694 with hinged spacers allowing the formwork to be collapsed for transport

Abstract

A prefabricated collapsible formwork module is assembled at a factory site, including the provision of a pair of sheathing panels which can be made of insulating material, as well as the mounting of the vapor barrier, the filler strips, bearing blocks, and flexible or collapsible connecting elements extending between the panels extending between the panels to retain the panels when they are being erected. The sheathing panels may also have a waterproof membrane applied thereto, and the concrete reinforcement is assembled between the sheathing panels at the factory site. When the formwork module is fully assembled, it is then collapsed, that is, by moving one sheathing panel against the other including collapsing the collapsible connecting elements and sandwiching the concrete reinforcement which is preferably in the form of a grid, and the formwork module can then be stored and transported to a building site. At the building site, the formwork module is spread apart to the full extent of the connecting elements and spacers are provided between the sheathing panels for maintaining the panels apart. Typical joint mating means are installed at the edge area of the sheathing panels to form joints with adjacent panels.

Claims

1. In a formwork for molding a substantially vertical wall of a hardenable material, a prefabricated formwork module comprising a first sheathing panel, a second sheathing panel and a plurality of collapsible connecting elements retaining the first and second sheathing panels and extending at least partially therebetween in a spaced-apart relationship, the first and second sheathing panels having similar outlines with corresponding edges wherein each said collapsible element has at least a portion thereof, between the sheathing panels, which is deformable such that they allow the first ad second sheathing panels to collapse against and with the corresponding edges in relative alignment with each other, the formwork and connecting elements being constructed and assembled at a factory site remote from the building site such that during storage and transportation of the formwork modules each formwork module is collapsed with the first and second sheathing panels adjacent one another and with the corresponding edges in relative alignment with each other with the connecting elements collapsed and wherein the first and second sheathing panels are spaced apart to the full extent of the connecting elements during assembly at the building site.

2. A prefabricated formwork module as defined in claim 1 wherein at least one of the sheathing panels is made of insulating material.

3. A formwork module as defined in claim 1 wherein a vapor barrier is preassembled to one of the sheathing panels at the factory site.

4. A formwork module as defined in claim 1 wherein filler strips are mounted to the sheathing panels on the exterior surface thereof at the factory site.

5. A prefabricated formwork module as defined in claim 4 wherein the filler strips are continuous wooden strips which also act as bearing blocks for the connecting elements and the filler strips are mounted to the exterior surface of one of the sheathing panels at the factory site.

6. A prefabricated formwork module as defined in claim 4 wherein the filler strips are in the form of an elongated plastic element and extend along the exterior surfaces of one of the sheathing panels and can act as bearing blocks for the connecting elements.

7. A prefabricated formwork module as defined in claim 4 wherein the filler strip is a metallic stamping or extrusion mounted at the factory site on the exterior of one of the sheathing panels and can act as a bearing block for the connecting elements.

8. A prefabricated formwork module as defined in claim 1 wherein a reinforcement is provided between the sheathing panels at the factory site and is collapsible for storage and transportation with the sheathing panels, the reinforcement being sandwiched therebetween.

9. A prefabricated formwork module as defined in claim 1 wherein at least one of the sheathing panels is made of insulating material;

a vapor barrier, waterproof membrane, filler strips are mounted on at least one of the sheathing panels at the factory site while a reinforcement is located between the sheathing panels during the assembly at the factory site and is collapsible therewith as being sandwiched between the sheathing panels.

10. A prefabricated formwork module as defined in claim 1 wherein the connecting elements pass through the sheathing panels and abut each end against bearing blocks located on the exterior face of at least one of the sheathing panels.

11. A prefabricated formwork module as defined in claim 10 wherein the bearing blocks are provided with the sheathing panels at the factory site and the collapsible connecting elements are associated with the bearing blocks at the factory site.

12. A prefabricated formwork module as defined in claim 10 wherein the bearing blocks are in the form of a panel overlying the exterior surface of at least one sheathing panel.

13. A prefabricated formwork module as defined in claim 12 wherein the panel overlying the exterior surface is in the form of a perforated plate or open grid.

14. A prefabricated formwork module as defined n claim 10 wherein at least one of the bearing blocks is in the form of a reusable strip applied at the building site and the end of the connecting element includes a retaining device for receiving the strip in order to connect the connecting element thereto.

15. A prefabricated formwork module as defined in claim 1 wherein the connecting element is a multi-strand flexible metal cable.

16. A prefabricated formwork module as defined in claim 1 wherein the connecting elements include a bunch of mono-filament flexible strands individually spaced apart and individually abut the bearing blocks.

17. A prefabricated formwork module as defined in claim 1 wherein the connecting element is a flexible chain made up of chain links.

18. A prefabricated formwork module as defined n claim 1 wherein a spacer in the form of an elongated member extends between the first sheathing panel and the second sheathing panel at the building site when the formwork module is being erected.

19. A prefabricated formwork module as defined in claim 18 wherein the spacer is prefabricated independently of the formwork module and is inserted between the first sheathing panel and the second sheathing panel only when the panels have been separated apart while being erected at the building site.

20. A prefabricated formwork module as defined in claim 19 wherein the spacer is a rigid link member with baring means fixed to each end thereof having a length corresponding to the space between the first and second sheathing panels when they are separated to an erected position a the building site.

21. A prefabricated formwork module as defined in claim 19 wherein the spacer is a rigid member having at least one hinge allowing the spacer to be folded for insertion or removal from between the first and second panels.

22. A prefabricated formwork as defined in claim 1, wherein the corresponding edges of the first and second sheathing panels each have respective joint means for permitting the modules to be erected one to the other in edge-to-edge relationship to make up the formwork, and wherein the joints of contiguous panels are covered by covering elements extending along at least a portion of the respective edges.

23. In a formwork as defined in claim 1, wherein a plurality of modules make up the formwork when installed with corresponding first and second sheathing panels in respective common substantially vertical planes, corresponding edges of contiguous panels forming joints and said contiguous panels having joint elements overlapping the joints to prevent width-wise movement of one panel relative to another in a common plane but to allow limited longitudinal sliding movement within the common plane of one panel relative to a contiguous panel.

24. A prefabricated formwork module as defied in claim 1 wherein the sheathing panel includes an open grid on the exterior thereof and sheathing layers are provided on the interior thereof.

25. In a formwork as defied in claim 1, wherein a plurality of modules make up the formwork when installed with corresponding first and second sheathing panels in respective common substantially vertical planes, corresponding edges of each module having mating male and female joint means intercalated in order to prevent width-wise movement of one sheathing panel relative to another in the same plane.

26. In a formwork as defined in claim 25, wherein the male and female joint means allow limited longitudinal movement of the panels in the same plane in order to permit adjustments due to imperfections.

27. A prefabricated formwork module as defined in claims 22 or 23 wherein a deformable retaining means is provided to lock the joint in place once the modules have been assembled.

28. A formwork as defined in claim 1, wherein a water-proof membrane is provided on a portion of at least one of the sheathing panels of the formwork module at the factory site.

29. In a formwork for molding a substantially vertical wall of a hardenable material, a prefabricated formwork module comprising a first sheathing panel, a second sheathing panel and a plurality of collapsible connecting elements retaining the first and second sheathing panels and extending at least partially therebetween in a spaced-apart relationship, wherein the connecting elements pass through the sheathing panels and abut at each end against bearing blocks located on the exterior face of at least one of the sheathing panels, wherein the collapsible connecting element is in the form of at least three links in series connected end to end by two hinging means such as to allow the connecting element to fold when the formwork module is collapsed, the formwork module and connecting elements being constructed and assembled at a factory site remote from the building site such that during storage and transportation of the formwork modules, each formwork module is collapsed with the first and second sheathing panel adjacent one another with the connecting elements collapsed and wherein the first and second sheathing panels are spaced apart to the full extent of the connecting elements during assembly at the building site.

30. A prefabricated formwork module as defined in claim 29 wherein the connecting element comprises a series of links connected end to end by at least three hinges.

31. A prefabricated formwork as defined in claim 30 wherein the connecting element includes a first link member including a head portion associated with the baring block on the exterior of the first sheathing panel and the first link member extends through the width of the first sheathing panel, a first hinge means is in the form of an eyelet at the end of the first link member adjacent an inner surface of the first sheathing panel, a second link member extends through the second sheathing panel and includes a head associated with the bearing block on the exterior surface of the second sheathing panel and a second hinge means which includes an eyelet at the end of the second link member adjacent the inner surface of the second sheathing panel and a pair of link members is hinged at the first and second eyelets and include an eyelet intermediate the pair of link members extending between the first and second eyelets such that the pair of link members can fold against each other when the first and second sheathing panels are collapsed.

32. A prefabricated formwork module as defined in claim 29 wherein the connecting element includes a first link member including a head associated with a bearing block on the exterior surface of the first sheathing panel, a second link member extending through the second sheathing panel and including a head associated with a bearing block on the exterior of the second sheathing panel, and a third link member hinged to the end of the first link member at one end thereof and to the end of the second link member at the other end thereof whereby the connecting element will fold when the formwork module is collapsed.

33. In a formwork for molding a vertical wall of a hardenable material, a prefabricated formwork module comprising a first sheathing panel, a second sheathing panel and a plurality of collapsible connecting elements retaining the first and second sheathing panels and extending at least partially therebetween in a spaced-apart relationship, wherein the connecting elements pass through the sheathing panels and abut at each end against bearing blocks located on the exterior face of at least one of the sheathing panels, wherein the connecting element is a collapsible link member of adjustable length and at least one of the bearing blocks is provided with a one way deformable bracket adapted to engage stop means provided on the connecting element and thereby retain the connecting element at a desired length, the formwork module and connecting elements being constructed and assembled at a factory site remote from the building site such that during storage and transportation of the formwork modules, each formwork module is collapsed with the first and second sheathing panel adjacent one another with the connecting elements collapsed and wherein the first and second sheathing panels are spaced apart to the full extent of the connecting elements during assembly at the building site.

34. In a formwork for molding a substantially vertical wall of a hardenable material, a prefabricated formwork module comprising a first sheathing panel, a second sheathing panel and a plurality of collapsible connecting elements retaining the first and second sheathing panels and extending at least partially therebetween in a spaced-apart relationship, wherein the connecting elements pass through the sheathing panels and abut at each end against bearing blocks located on the exterior face of at least one of the sheathing panels, wherein the connecting element includes a first link member extending through a portion of the first sheathing panel and including a head associated with a bearing block on the exterior surface of the first sheathing panel, the first sheathing panel including a cavity to accommodate a portion of the first link member and a second rigid link member extending through a portion of the second sheathing panel and including a head associated with the bearing block on the exterior surface of the second sheathing panel and the second sheathing panel including a cavity accommodating a portion of the second link member and a plurality of telescoping link members extending between the first and second link members of the connecting element whereby when the module is being collapsed, the telescopic link parts telescope within the cavities formed within the first and second sheathing panel, the formwork module and connecting elements being constructed and assembled at a factory site remote from the building site such that during storage and transportation of the formwork modules, each formwork module is collapsed with the first and second sheathing panel adjacent one another with the connecting elements collapsed and wherein the first and second sheathing panels are spaced apart to the full extent of the connecting elements during assembly at the building site.

35. A prefabricated formwork structure for molding a substantially vertical wall of a hardenable material, including a prefabricated formwork module comprising a first sheathing panel, a second sheathing panel and a plurality of collapsible connecting elements retaining the first and second sheathing panels and extending at least partially therebetween in a spaced-apart relationship, the formwork module and connecting elements being constructed and assembled at a factory site remote from the building site such that during storage and transportation of the formwork modules each formwork module is collapsed with the first and second sheathing panels adjacent one another with the connecting elements collapsed and wherein the first and second sheathing panels are spaced apart to the full extent of the connecting elements during assembly at the building site, a spacer in the form of an elongated member extending between the first sheathing panel and the second sheathing panel at the building site when the formwork module is being erected, wherein th spacer includes a plurality of collapsible rigid links between the first and second panels respectively and the spacer is preinstalled at the factory site.