Concrete form tie assembly for monolithic slabs bearing on masonry stem walls

• US 9,834,945 B2
• Filed: 06/09/2015
• Issued: 12/05/2017
• Est. Priority Date: 06/10/2014
• Status: Active Grant

• Current Assignee: Harvel K. Crumley
• Original Assignee: Harvel K. Crumley
• Inventors: Crumley, Harvel K.
• Primary Examiner(s): Safavi, Michael
• Application Number:
  US14/734,551
• Publication Number:
  US 20150354235A1
• Time in Patent Office: 910 Days
• Field of Search: 52250, 52699, 52700, 52701, 249 19, 249214, 249218
• CPC Class Codes: E04C 5/168 Spacers connecting parts for reinforcements and spacing the reinforcements from the form
• CPC Class Codes: E04G 11/365 Stop-end shutterings end panels for walls E04G11/085

Abstract

A tie assembly for use during construction of monolithic cast-in-place concrete floor slabs bearing on a masonry stem wall. The tie assembly connects to one or more header blocks of the stem wall, and the tie assembly is configured to retain a concrete form member in place during the pour and curing period of the cast-in-place concrete. The tie assembly has a removable tab member with one or more slots for receiving a wedge stake, which braces the form member against lateral forces caused by the wet concrete. A mechanical fastener is driven through an upper portion of the wedge stake and concrete form, and the insertion tip of the mechanical fastener connects to a reinforcement holder for retaining a reinforcing member in place.

Claims

1. A tie assembly for connecting forms for cast-in-place concrete floor slabs to masonry stem walls, the tie assembly comprising:

a retaining member configured to securely anchor to a stem wall;

an elongate extension member having a first end and a second end, the first end connected to the retaining member;

a tab connected to the second end of the extension member by a release mechanism, the tab having one or more slots for receiving a wedge stake, the wedge stake having a lower portion and an upper portion, the lower portion configured for insertion into one of the one or more slots of the tab and the upper portion configured for connection to the concrete form by a mechanical fastener having a tip; and

a reinforcement holder having a shaft and a clip member, the shaft attached to the tip of the mechanical fastener, and the clip member configured to receivably retain a concrete reinforcing member;

wherein the shaft of the reinforcement holder comprises a hollow recess for receiving the tip of the mechanical fastener, where the hollow recess has a first portion with a first diameter and a second portion with a second diameter, where the first diameter is larger than the diameter of the mechanical fastener, and the second diameter is slightly smaller than the diameter of the mechanical fastener such that the second portion is configured to snugly receive the tip of the mechanical fastener.

2. The tie assembly of claim 1, wherein the clip member comprises one or more retaining arms defining a cradle for seating the reinforcing member.

3. The tie assembly of claim 1, wherein the retaining member comprises a shank and a lip disposed to define a throat sized to snugly receive a wall of a header block of the stem wall.

4. The tie assembly of claim 1, wherein the release mechanism comprises a fracture zone area disposed between the tab and the extension member, the fracture zone area including one or more structural features for weakening the interface between the tab and the extension member.

5. The tie assembly of claim 1, wherein the tab comprises a first receiving slot and a second receiving slot, wherein the first receiving slot is disposed in the tab at a location closer to the release mechanism that the location of the second receiving slot.

6. The tie assembly of claim 2, wherein the release mechanism comprises a fracture zone area disposed between the tab and the extension member, the fracture zone area including one or more structural features for weakening the interface between the tab and the extension member.

7. A tie assembly for connecting forms for cast-in-place concrete floor slabs to masonry stem walls, the tie assembly comprising:

a wedge stake having a wedge-like lower portion and an upper portion configured to receivably mate with a mechanical fastener having a tip;

a retaining member;

an elongate extension member having a first end connected to the retaining member, and a second end connected to a tab by a release mechanism, the tab having one or more slots for removably receiving the lower portion of the wedge stake; and

a reinforcement holder having a shaft and a clip member, the shaft having a hollow recess for snugly receiving the tip of the mechanical fastener, and the clip member configured for receivably retaining a concrete reinforcing member.

8. The tie assembly of claim 7, wherein the shaft of the reinforcement holder comprises a hollow recess for receiving the tip of the mechanical fastener, where the hollow recess has a first portion with a first diameter and a second portion with a second diameter, where the first diameter is larger than the diameter of the mechanical fastener, and the second diameter is slightly smaller than the diameter of the mechanical fastener such that the second portion is configured to snugly receive the tip of the mechanical fastener.

9. The tie assembly of claim 7, wherein the clip member comprises one or more retaining arms defining a cradle for seating the reinforcing member.

10. The tie assembly of claim 7, wherein the retaining member comprises a shank and a lip disposed to define a throat sized to snugly receive a wall of a header block of the stem wall.

11. The tie assembly of claim 7, wherein the release mechanism comprises a fracture zone area disposed between the tab and the extension member, the fracture zone area including one or more structural features for weakening the interface between the tab and the extension member.

12. The tie assembly of claim 7, wherein the tab comprises a first receiving slot and a second receiving slot, wherein the first receiving slot is disposed in the tab at a location closer to the release mechanism that the location of the second receiving slot.

13. The tie assembly of claim 8, wherein the clip member comprises one or more retaining arms defining a cradle for seating the reinforcing member.

14. The tie assembly of claim 9, wherein the shaft of the reinforcement holder comprises a hollow recess for receiving the tip of the mechanical fastener, where the hollow recess has a first portion with a first diameter and a second portion with a second diameter, where the first diameter is larger than the diameter of the mechanical fastener, and the second diameter is slightly smaller than the diameter of the mechanical fastener such that the second portion is configured to snugly receive the tip of the mechanical fastener.

15. The tie assembly of claim 9, wherein the release mechanism comprises a fracture zone area disposed between the tab and the extension member, the fracture zone area including one or more structural features for weakening the interface between the tab and the extension member.