US20020194809A1 - Square tie wire for securing rebar - Google Patents
Square tie wire for securing rebar Download PDFInfo
- Publication number
- US20020194809A1 US20020194809A1 US09/891,938 US89193801A US2002194809A1 US 20020194809 A1 US20020194809 A1 US 20020194809A1 US 89193801 A US89193801 A US 89193801A US 2002194809 A1 US2002194809 A1 US 2002194809A1
- Authority
- US
- United States
- Prior art keywords
- tie wire
- rebar
- wire
- convex
- tie
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
Definitions
- the present invention is directed to a square tie wire for securing rebar at crossover points in concrete construction prior to pouring concrete and during curing to prevent shifting of the rebar.
- Concrete is used for many applications including roads, bridges, floors and walls of commercial buildings, among others. While concrete has excellent strength in compression, it has considerably less strength in tension. Accordingly, steel reinforcement elements known as rebar is frequently used to impart additional tensile strength to the resultant structure. Tie wire is used to secure two or more lengths of rebar at a junction to prevent the weight of the poured concrete from repositioning the rebar from the desired locations.
- Tie wire used in securing rebar in concrete molds conventionally has a round cross section.
- Such wire has only single point contact (at the point of tangency of its surface) with the rebar and, therefore, can easily slip allowing shifting of the rebar prior to or during the pouring of the concrete.
- the round wire has limited tensile strength which can result in breaking of the wire as it is subjected to the forces associated with pouring or working the liquid concrete.
- the present invention proposes to provide a generally square cross-sectioned tie wire to increase surface contact between said tie wire and the rebar for enhanced securement.
- the tie wire has four convex portions, one convex portion at each corner, adjacent corner convex portions forming a pair of convex corner portions, each of the pair of convex corner portions being interconnected by an intermediate concave portion, said concave portions providing enhanced contact between the tie wire and the surface discontinuities of the rebar.
- the tie wire of the present invention has increased tensile strength resulting from its increased density. The tensile strength of the square cross-section wire will be on the order of 30% greater than that of the standard round wire.
- FIG. 1 is cross-sectional end view of a first embodiment of the tie wire of the present invention.
- FIG. 2 is enlarged schematic side view of a rebar connection employing the wire of the present invention.
- FIGS. 1 and 2 A first embodiment of the square tie wire of the present invention is depicted in FIGS. 1 and 2 generally at 20 .
- the square tire wire 20 will actually have four convex portions 22 , one at each corner. Each pair of convex corner portions 22 is interconnected by an intermediate concave portion 24 .
- the square tie wire 20 of the present invention will, gauge for gauge, will be 30 % stronger than its conventional round counterpart as a result of the increase in volume of material. This increase strength will be achieved with little or no loss of flexibility of the wire.
- the square wire 20 of the present invention has at least twice the surface contact (100% increase) and may well have considerably more if the concave portion 24 of wire 20 engages the rounded surface of the rebar 11 , 13 or a reinforcement protrusion 15 on the rebar 11 , 13 .
- FIG. 2 depicts an intersection 17 of a first length of rebar 11 and a crossing length of rebar 13 .
- a length of wire 20 is twisted about the intersection 20 to secure the members in place.
- the application could involve a road, a bridge, or a floor or wall of a commercial building, or any such application where concrete is to be poured for structural purposes.
- Square tie wire 20 of the present invention will have better holding strength because of its increased density and surface contact with the rebar.
- Tie wire 20 may optionally be coated with any surface coating 26 known in the trade such as polyurethane, paint or other surface treatments.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Tie wire with a square cross section is provided which has a 30% increase in tensile strength and at least a 100% increase in surface contact with rebar which it is used to secure. The generally square configuration includes four convex portions at the corners, each pair of convex portions being interconnected by a concave portion. The concave portions may achieve an even larger increase in surface contact as they contact the surface of the rebar.
Description
- The present invention is directed to a square tie wire for securing rebar at crossover points in concrete construction prior to pouring concrete and during curing to prevent shifting of the rebar.
- Concrete is used for many applications including roads, bridges, floors and walls of commercial buildings, among others. While concrete has excellent strength in compression, it has considerably less strength in tension. Accordingly, steel reinforcement elements known as rebar is frequently used to impart additional tensile strength to the resultant structure. Tie wire is used to secure two or more lengths of rebar at a junction to prevent the weight of the poured concrete from repositioning the rebar from the desired locations.
- Tie wire used in securing rebar in concrete molds conventionally has a round cross section. Such wire has only single point contact (at the point of tangency of its surface) with the rebar and, therefore, can easily slip allowing shifting of the rebar prior to or during the pouring of the concrete. In addition, the round wire has limited tensile strength which can result in breaking of the wire as it is subjected to the forces associated with pouring or working the liquid concrete.
- The present invention proposes to provide a generally square cross-sectioned tie wire to increase surface contact between said tie wire and the rebar for enhanced securement. The tie wire has four convex portions, one convex portion at each corner, adjacent corner convex portions forming a pair of convex corner portions, each of the pair of convex corner portions being interconnected by an intermediate concave portion, said concave portions providing enhanced contact between the tie wire and the surface discontinuities of the rebar. The tie wire of the present invention has increased tensile strength resulting from its increased density. The tensile strength of the square cross-section wire will be on the order of 30% greater than that of the standard round wire.
- Other features, advantages and characteristics of the present invention will become apparent after a reading of the following specification.
- The preferred embodiment(s) of the present invention is/are set forth in the drawings, like items bearing like reference numerals and in which
- FIG. 1 is cross-sectional end view of a first embodiment of the tie wire of the present invention; and
- FIG. 2 is enlarged schematic side view of a rebar connection employing the wire of the present invention.
- A first embodiment of the square tie wire of the present invention is depicted in FIGS. 1 and 2 generally at20. The
square tire wire 20 will actually have fourconvex portions 22, one at each corner. Each pair ofconvex corner portions 22 is interconnected by an intermediateconcave portion 24. Thesquare tie wire 20 of the present invention will, gauge for gauge, will be 30% stronger than its conventional round counterpart as a result of the increase in volume of material. This increase strength will be achieved with little or no loss of flexibility of the wire. Further, whereas, the round tie wire had only a single point contact with the rebar at the point where the tangency of the wire surface engages the rebar, thesquare wire 20 of the present invention has at least twice the surface contact (100% increase) and may well have considerably more if theconcave portion 24 ofwire 20 engages the rounded surface of therebar 11, 13 or areinforcement protrusion 15 on therebar 11, 13. - FIG. 2 depicts an intersection17 of a first length of rebar 11 and a crossing length of
rebar 13. A length ofwire 20 is twisted about theintersection 20 to secure the members in place. The application could involve a road, a bridge, or a floor or wall of a commercial building, or any such application where concrete is to be poured for structural purposes.Square tie wire 20 of the present invention will have better holding strength because of its increased density and surface contact with the rebar.Tie wire 20 may optionally be coated with anysurface coating 26 known in the trade such as polyurethane, paint or other surface treatments. - Various changes, alternatives and modifications will become apparent after a reading of the foregoing specification. It is intended that all such changes, alternatives and modifications as fall within the scope of the appended claims be considered part of the present invention.
Claims (4)
1. A tie wire for use in securing rebar at crossover points in concrete construction, the rebar having surface discontinuities, said tie wire comprising
a strand of wire having a generally square cross section to increase surface contact between said tie wire and the rebar for enhanced securement.
2. The tie wire of claim 1 wherein said tie wire has four convex portions, one said convex portion at each corner, adjacent corner convex portions forming a pair of convex corner portions, each said pair of convex corner portions being interconnected by an intermediate concave portion, said concave portions providing enhanced contact between said tie wire and the surface discontinuities of the rebar.
3. The tie wire of claim 1 wherein said tie wire has 30% higher tensile strength than a similar gauge round tie wire resulting from its increased density.
4. The tie wire of claim 1 further comprising a coating on a surface portion of said tie wire.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US09/891,938 US20020194809A1 (en) | 2001-06-26 | 2001-06-26 | Square tie wire for securing rebar |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US09/891,938 US20020194809A1 (en) | 2001-06-26 | 2001-06-26 | Square tie wire for securing rebar |
Publications (1)
Publication Number | Publication Date |
---|---|
US20020194809A1 true US20020194809A1 (en) | 2002-12-26 |
Family
ID=25399085
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US09/891,938 Abandoned US20020194809A1 (en) | 2001-06-26 | 2001-06-26 | Square tie wire for securing rebar |
Country Status (1)
Country | Link |
---|---|
US (1) | US20020194809A1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20120317921A1 (en) * | 2010-01-29 | 2012-12-20 | Colton Michael R | Fastener to secure rebar rods and associated methods |
US10017942B2 (en) * | 2016-12-13 | 2018-07-10 | Christopher McCarthy | Rebar wall set-up bar |
US20180355614A1 (en) * | 2017-06-09 | 2018-12-13 | Gem Technologies, Inc. | Key-Locked and Band-Tightened Rebar Clamping Assemblies |
USD984243S1 (en) * | 2019-05-23 | 2023-04-25 | Dan Warren | Brazed rebar gabion façade |
-
2001
- 2001-06-26 US US09/891,938 patent/US20020194809A1/en not_active Abandoned
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20120317921A1 (en) * | 2010-01-29 | 2012-12-20 | Colton Michael R | Fastener to secure rebar rods and associated methods |
US8826625B2 (en) * | 2010-01-29 | 2014-09-09 | Rebarb, L.L.C. | Fastener to secure rebar rods and associated methods |
US20140366333A1 (en) * | 2010-01-29 | 2014-12-18 | Rebarb, L.L.C. | Fastener to secure rebar rods and associated methods |
US10017942B2 (en) * | 2016-12-13 | 2018-07-10 | Christopher McCarthy | Rebar wall set-up bar |
US20180355614A1 (en) * | 2017-06-09 | 2018-12-13 | Gem Technologies, Inc. | Key-Locked and Band-Tightened Rebar Clamping Assemblies |
US10519660B2 (en) * | 2017-06-09 | 2019-12-31 | Gem Technologies, Inc. | Key-locked and band-tightened rebar clamping assemblies |
USD984243S1 (en) * | 2019-05-23 | 2023-04-25 | Dan Warren | Brazed rebar gabion façade |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US6017165A (en) | Wedge-receiving cavity for an anchor body of a post-tension anchor system | |
AU727967B2 (en) | Post-tensioning apparatus and method | |
US20020194809A1 (en) | Square tie wire for securing rebar | |
US5875595A (en) | Post tensioning system for prefabricated building panel | |
US4105739A (en) | Constructional elements of concrete | |
RU2167985C1 (en) | Pre-stressed tubular-concrete member with fan reinforcement | |
KR100259927B1 (en) | Metal fiber for reinforcing cement composition | |
KR101701416B1 (en) | Precast Concrete Deck for Long-Span Slab and the Slab using it | |
JPH0652012B2 (en) | The structure of the sloping floor type parking lot | |
US3982365A (en) | Distribution blocks for the formation of joints resisting to differential settling and joints obtained by using said blocks | |
KR102440102B1 (en) | Slab Using Steel Fiber Reinforced Concrete | |
CA2548508A1 (en) | A structural element | |
JPH01271565A (en) | Ferro-concrete composite column covered with steel pipe | |
US4123888A (en) | Lengthening joint for concrete objects | |
CA2361286A1 (en) | Non-metallic masonry tie | |
JP3906414B2 (en) | Cement composite structure with large deformation following performance | |
KR102440101B1 (en) | Slab Using Steel Fiber Reinforced Concrete | |
KR200382245Y1 (en) | Shear connector | |
KR20050041796A (en) | Reinforced retainaing wall | |
CN221399533U (en) | Full prefabricated plate | |
KR20020028562A (en) | The Joint for Continuity of Double Tee Slab-beams | |
KR20010110387A (en) | Beam for Bridge | |
US20090064615A1 (en) | Building Element and a Building Structure Comprising the Building Element | |
KR200250687Y1 (en) | A cross-shaped reinforcing rod | |
KR200339476Y1 (en) | Reinforced retainaing wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |