KR20120017763A - Steel reinforcement connector - Google Patents
Steel reinforcement connector Download PDFInfo
- Publication number
- KR20120017763A KR20120017763A KR1020100080560A KR20100080560A KR20120017763A KR 20120017763 A KR20120017763 A KR 20120017763A KR 1020100080560 A KR1020100080560 A KR 1020100080560A KR 20100080560 A KR20100080560 A KR 20100080560A KR 20120017763 A KR20120017763 A KR 20120017763A
- Authority
- KR
- South Korea
- Prior art keywords
- reinforcing bar
- hole
- bolt
- main body
- pins
- Prior art date
Links
- 230000002787 reinforcement Effects 0.000 title description 3
- 229910000831 Steel Inorganic materials 0.000 title description 2
- 239000010959 steel Substances 0.000 title description 2
- 230000008878 coupling Effects 0.000 claims abstract description 10
- 238000010168 coupling process Methods 0.000 claims abstract description 10
- 238000005859 coupling reaction Methods 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 40
- 238000003825 pressing Methods 0.000 claims description 17
- 238000004891 communication Methods 0.000 claims description 2
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 230000002265 prevention Effects 0.000 claims 1
- 230000003247 decreasing effect Effects 0.000 abstract 1
- 238000009864 tensile test Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000009661 fatigue test Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000011056 performance test Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
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
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
-
- 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
- E04C5/18—Spacers of metal or substantially of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/18—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements
- F16B7/187—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements with sliding nuts or other additional connecting members for joining profiles provided with grooves or channels
Abstract
Description
The present invention relates to a reinforcing bar connector, in particular, to satisfy the tensile strength as a reinforcing bar connection to minimize the assembly work during the reinforcing bar binding work.
Reinforcing bars installed in the vertical or horizontal direction to reinforce the strength of the structure when constructing various concrete structures are to be connected to install as necessary.
In addition, the connecting means of reinforcing bar is divided into non-mechanical joints, such as welded joints, welded joints and overlapping joints, and mechanical joints to be connected by a separate connection (site fastening), but mechanical joints with excellent assembly and robustness are the most. It is widely used.
Therefore, for rebar connector for mechanical joint of reinforcing bar, Patent Application No. 2010-38658, Japanese Patent Application Laid-Open No. 7-217079, Registration Utility Model No. 0182713 and Registration Utility Model No. 0412860 have already been provided. have.
However, regarding the mechanical joint of reinforcing bars, the Korean Standards Association used a one-way tensile test (more than 125% of reinforcing bar yield point), low cycle repetition test, and high stress repetition according to the test method for mechanical joint of rebar concrete bars (KS D 0249). As it is required to satisfy the strength test, high cycle fatigue test and low temperature performance test, existing rebar connectors can not satisfy at least one-way tensile test by themselves or to satisfy one-way tensile test. Problems such as increase.
That is, in Japanese Patent Application Laid-Open No. 7-217079, the webs and reinforcing bars of the upper and lower longitudinal joints have the upper and lower longitudinal joints when the upper and lower longitudinal joints are joined using bolt nuts by joining each other so that the ends of the reinforcing bars cross each other according to the coupling holes of the longitudinal root joints that are divided up and down. Because it is configured to maintain the binding force due to the locking of the rib, the strength of the connector itself is very weak and the locking with the reinforcing bar is difficult, so it is difficult to satisfy the one-way tension test and the low cycle repetition test prescribed by the Korean Standards Association.
In addition, the applicant's patent application Nos. 2010-38658, and Utility Model No. 0182713 and No. 0412860, the connector is a pipe type, satisfies its own strength, but the upper and lower reinforcing bars are connected by a plurality of bolts, which are fastened side by side on the upper and lower sides of the connector, respectively. In order to pass the one-way tensile test and the low cycle repetition test, which require more than 125% of the reinforcement yield point, it is necessary to increase the number of bolts. In addition, when the reinforcing work of the reinforcing bar, because the number of bolts that require tightening takes a lot of work time, there is a problem such that the construction period of the structure increases.
SUMMARY OF THE INVENTION An object of the present invention is to provide a reinforcing bar connector which can obtain sufficient binding force required when binding reinforcing bars while minimizing length and reducing the number of bolts required.
Reinforcing bar connector of the present invention for achieving the above object is to couple the pressure pins from both sides of each guide hole formed in communication with a portion of the coupling hole in the main body to press the other bolt through the connection hole of any one of the pressure pins It is characterized in that the left and right pressure pins are configured to pressurize the reinforcing bars when the bolts are tightened after the reinforcing bars are coupled to the bolt holes having the pins.
According to the present invention, the left and
1: perspective view of the present invention
2 is a cross-sectional view of the present invention
3 is a partial perspective view of the present invention
4 is a perspective view of the use state of the present invention
5 is a cross-sectional configuration of the use state of the present invention
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings, wherein like reference numerals are used to designate like elements in the drawings, It will be omitted for the sake of clarity.
1 is a perspective view of the present invention, Figure 2 is a cross-sectional configuration of the present invention, the present invention is a
In addition, each of the
However, the guide hole and the pressure pin of the main body are not necessarily formed to be angled, and can be satisfied even if the locking piece is also removed.
However, the upper and lower thicknesses of the
The present invention couples the
In the binding operation of the
That is, each
Therefore, the present invention provides the binding force of the reinforcing
(10)-Body (12)-Jangte Frame
(14)-Joiner (16)-Guide
(18)-Pressure pin (18a)-Connector
(18b)-contact surface (18c)-jam
(20)-Pressure pin (20a)-Screw
(20b)-contact surface (20c)-jam
(22)-Bolt (24)-Rebar
(24a)-protrusion frame (24b)-contact surface
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100080560A KR101210827B1 (en) | 2010-08-20 | 2010-08-20 | Steel reinforcement connector |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100080560A KR101210827B1 (en) | 2010-08-20 | 2010-08-20 | Steel reinforcement connector |
Publications (2)
Publication Number | Publication Date |
---|---|
KR20120017763A true KR20120017763A (en) | 2012-02-29 |
KR101210827B1 KR101210827B1 (en) | 2012-12-11 |
Family
ID=45839613
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020100080560A KR101210827B1 (en) | 2010-08-20 | 2010-08-20 | Steel reinforcement connector |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR101210827B1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101374598B1 (en) * | 2012-06-21 | 2014-03-26 | 길병모 | Reinforcing bar coupler |
KR101441233B1 (en) * | 2013-02-26 | 2014-09-18 | 진성철강주식회사 | Steel reinforcement coupler |
CN112681620A (en) * | 2020-12-23 | 2021-04-20 | 南通装配式建筑与智能结构研究院 | Universal joint bar adjusting connector and connecting method thereof |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101752279B1 (en) * | 2015-10-02 | 2017-06-30 | (주)엔아이스틸 | Apparatus for connecting of reinforcing bar |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR200265970Y1 (en) * | 2001-11-29 | 2002-02-25 | 하상수 | Reinforcing bar Jointer |
KR100603754B1 (en) | 2004-02-17 | 2006-07-26 | 이성문 | The mechanical type coupler for reinforcement |
KR200404184Y1 (en) | 2005-09-20 | 2005-12-19 | 정범건 | coupling structure of steel reinforcement |
-
2010
- 2010-08-20 KR KR1020100080560A patent/KR101210827B1/en active IP Right Grant
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101374598B1 (en) * | 2012-06-21 | 2014-03-26 | 길병모 | Reinforcing bar coupler |
KR101441233B1 (en) * | 2013-02-26 | 2014-09-18 | 진성철강주식회사 | Steel reinforcement coupler |
CN112681620A (en) * | 2020-12-23 | 2021-04-20 | 南通装配式建筑与智能结构研究院 | Universal joint bar adjusting connector and connecting method thereof |
Also Published As
Publication number | Publication date |
---|---|
KR101210827B1 (en) | 2012-12-11 |
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