Modular concrete form system and method for constructing concrete walls

• US 5,836,126 A
• Filed: 06/02/1995
• Issued: 11/17/1998
• Est. Priority Date: 11/22/1993
• Status: Expired due to Fees

• Current Assignee: The SALK Institute For Biological Studies
• Original Assignee: The SALK Institute For Biological Studies
• Inventors: Hanson, Jeffrey L., Buck, Robert W., Harkenrider, Thomas E., Pinkerton, Scott D.
• Primary Examiner(s): Mai, Lanna
• Application Number:
  US08/459,461
• Time in Patent Office: 1,264 Days
• Field of Search: 52/410, 52/426, 52/434, 52/408, 52/309.13, 52/309.14, 249/33, 249/34, 249/40, 249/44, 249/45, 249/42, 249/191, 249/216
• US Class Current: 52/410
• CPC Class Codes: E04G 11/10 of elements without beams which are mounted during erection of the shuttering to brace or couple the elementsE04G11/18 takes precedence
• CPC Class Codes: E04G 11/12 of elements and beams which are mounted during erection of the shuttering to brace or couple the elementsE04G11/18 takes precedence
• CPC Class Codes: E04G 17/00 Connecting or other auxiliary members for forms, falsework structures, or shutterings
• CPC Class Codes: E04G 9/05 the form surface being of plastics

Abstract

A system for forming architectural concrete walls comprises a plurality of modular form units (32), each form unit comprising a generally rectangular support frame, a backing sheet (34, 36) and an overlying facing sheet (56; 58), each facing sheet having a facing surface defined by a plastic material, an elastic seal (68) along an edge of the form unit for positioning between adjacent form units for preventing water leakage, a minimal number of tie holes (26) extending through each form unit, a seal tube (74) assembly for positioning between the tie holes, and a tie rod (80) for each tie hole. An architectural concrete wall having minimal tie holes and surface cavities and a highly polished marble-like surface is formed of a concrete mix including diatomaceous earth to impart a grey marble color and appearance.

Claims

1. A modular form unit for architectural concrete walls, comprising:

a generally rectangular support frame of multiple parallel base beams normally disposed horizontally;

a pair of closely spaced backing beams normally disposed vertically and secured to a back of said base beams;

a backing sheet secured to a front of said base beams;

a facing sheet overlying and secured to said backing sheet, said facing sheet is a laminate of plywood and a plastic sheet, the plastic sheet having a thickness of about one tenth of an inch;

a plurality of tie holes extending through said facing sheet;

a seal tube assembly for positioning between a pair of opposed form units aligned with opposing tie holes; and

a high tensile tie rod for each tie hole.

2. A form unit according to claim 1 wherein said plastic is polyethylene.

3. A form unit according to claim 1 wherein said backing sheet (34, 36) and said facing sheet (56, 58) are each about 1.9 cm (3/4 inch) thick.

4. A form unit according to claim 3 wherein said tie rods are formed of high tensile rod stock.

5. A form unit according to claim 4 wherein said tie rods (80) are capable of being torqued to 13.825 Kg-m (100 foot pounds) of torque.

6. A form unit according to claim 1 wherein said tie rods (80) are formed of high tensile rod stock and are capable of being torqued to 13.825 Kg-m (100 foot pounds) of torque.

7. A form system according to claim 1 wherein said plurality of tie holes for tie rods are no more than about two for each facing sheet.

8. A form unit for architectural concrete walls, comprising:

a generally rectangular support frame of multiple parallel base beams normally disposed horizontally;

a pair of closely spaced backing beams normally disposed vertically and secured to a back of said base beams;

a backing sheet secured to a front of said base beams;

a facing sheet overlying and secured to said backing sheet, said facing sheet is a laminate of plywood and a polyethylene plastic sheet, the plastic defining a facing surface having a thickness of about one tenth of an inch;

a plurality of tie holes extending through said facing sheet;

a seal tube assembly for positioning between a pair of opposed form units aligned with opposing tie holes; and

a high tensile tie rod for each tie hole

wherein said facing sheet is beveled around the face thereof.

9. A form unit according to claim 8 wherein said backing sheet and said facing sheet are each about three-quarters of an inch thick.

10. A form system of modular form units for forming architectural concrete walls, the form system comprising:

a generally rectangular support frame of multiple parallel base beams normally disposed horizontally;

a plurality of closely spaced pairs of backing beams normally disposed vertically and secured to a back of said base beams;

a plurality of backing sheets secured to a front of said base beams;

a plurality of facing sheets overlying and secured to said backing sheets, each facing sheet is a laminate of plywood and a plastic sheet, and having a facing surface defined by said plastic sheet, the plastic sheet having a thickness of about one tenth of an inch;

an elastic seal member mounted along a side edge of each modular form unit, the seal member being supported on the backing sheet and disposed at the edge of the facing sheet for sealing between adjacent modular form units for preventing water leakage;

a plurality of tie holes for each facing sheet positioned between the beams of each of said pairs of backing beams;

a high tensile tie rod for extending between each aligned pair of tie holes; and

a seal tube assembly comprising an elongated tube and a pair of elastomeric cones for each end of the tube for positioning between a pair of aligned tie holes for sealing the tie rod.

11. A form system according to claim 10 wherein said facing sheets and said backing sheets are each about three quarters of an inch thick.

12. A form system according to claim 11 wherein said plastic sheet is a sheet of polyethylene.

13. A form system according to claim 12 wherein said tie rods are formed of high tensile rod stock.

14. A form system according to claim 10 wherein said plastic sheet is polyethylene.

15. A form system according to claim 14 wherein each of said backing sheets and each of said facing sheets are each about three-quarters of an inch thick.

16. A form system according to claim 15 wherein said tie rods are formed of high tensile rod stock.

17. A form system according to claim 16 wherein said tie rods are torqued to about 100 foot pounds of torque.

18. A form system according to claim 10 wherein said plurality of tie holes for tie rods are no more than about two for each facing sheet.

19. A form system of modular form units for forming architectural concrete walls, the form system comprising:

a generally rectangular support frame of multiple parallel base beams normally disposed horizontally;

a plurality of closely spaced pairs of backing beams normally disposed vertically and secured to a back of said base beams;

a plurality of backing sheets secured to a front of said base beams;

a plurality of facing sheets overlying and secured to said backing sheets, each facing sheet is a laminate of plywood and a plastic sheet having a facing surface, the plastic sheet having a thickness of about one tenth of an inch;

an elastic seal member mounted along a side edge of each modular form unit, the seal member being supported on the backing sheet and disposed at the edge of the facing sheet for sealing between adjacent modular form units for preventing water leakage;

a plurality of tie holes for each facing sheet positioned between the beams of each of said pairs of backing beams;

a high tensile tie rod for extending between each aligned pair of tie holes; and

a seal tube assembly comprising an elongated tube and a pair of elastomeric cones for each end of the tube for positioning between a pair of aligned tie holes for sealing the tie rod,

wherein each of said facing sheet has a bevel around the face thereof.