CN204152089U - Portion connecting structure in during a kind of girder reinforcing bar two ends connector anchoring - Google Patents
Portion connecting structure in during a kind of girder reinforcing bar two ends connector anchoring Download PDFInfo
- Publication number
- CN204152089U CN204152089U CN201420602685.2U CN201420602685U CN204152089U CN 204152089 U CN204152089 U CN 204152089U CN 201420602685 U CN201420602685 U CN 201420602685U CN 204152089 U CN204152089 U CN 204152089U
- Authority
- CN
- China
- Prior art keywords
- beam main
- connecting thread
- threaded
- thread
- length
- 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.)
- Expired - Fee Related
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 11
- 238000004873 anchoring Methods 0.000 title claims abstract description 9
- 210000002435 tendon Anatomy 0.000 claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 238000010276 construction Methods 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Portion connecting structure in when the utility model discloses a kind of girder reinforcing bar two ends connector anchoring, it comprises the connector be arranged on two spaced steel column opposite faces, two connectors that coaxial line is oppositely arranged are threaded respectively the one end of a beam main tendon in two beam main tendons to be connected, the other end of two beam main tendons to be connected is threaded ends, the length of described two beam main tendons to be connected is the gap length between two spaced steel columns, the threaded ends of two beam main tendons to be connected is threaded with a straight thread connecting sleeve jointly by screw thread, the connecting thread length of a connecting thread end in two connecting thread ends is the half of branch sleeve reach and the connecting thread length of another connecting thread end in two connecting thread ends is identical with branch sleeve reach.The beneficial effects of the utility model are: processing and fabricating is easy, short construction period, and quality of connection is good.
Description
Technical field
The utility model relates to girder reinforcing bar, portion connecting structure in when the utility model particularly relates to the connector anchoring of girder reinforcing bar two ends.
Background technology
In Structural Steel Reinforced Concrete, when the longitudinal reinforcement two ends of girder all adopt steel column to weld connector mode anchor connection, the selection of the middle part connected mode of longitudinal reinforcement is directly connected to construction quality and construction speed, adopt the mode of overlap joint welding all to have higher requirement to the welding position angle of bend of reinforcing bar and the technical level of welder, not easily to ensure the quality of products and construction speed is slower.
Summary of the invention
The purpose of this utility model is the deficiency overcoming prior art, provide a kind of joint efficiency high and the girder reinforcing bar two ends connector anchoring that quality of connection is good time in portion connecting structure.
In order to achieve the above object, the technical solution adopted in the utility model is:
Portion connecting structure in during a kind of girder reinforcing bar two ends connector anchoring of the present utility model, it comprises the connector be arranged on two spaced steel column opposite faces, two connectors that coaxial line is oppositely arranged are threaded respectively the one end of a beam main tendon in two beam main tendons to be connected, the other end of two beam main tendons to be connected is threaded ends, the length of described two beam main tendons to be connected is the gap length between two spaced steel columns, the threaded ends of two beam main tendons to be connected is threaded with a straight thread connecting sleeve jointly by screw thread, the connecting thread length of a connecting thread end in two connecting thread ends is the half of branch sleeve reach and the connecting thread length of another connecting thread end in two connecting thread ends is identical with branch sleeve reach.
The beneficial effects of the utility model are: processing and fabricating is easy, short construction period, and quality of connection is good.
Accompanying drawing explanation
The structural representation of portion connecting structure in when accompanying drawing is a kind of girder reinforcing bar two ends connector anchoring of the present utility model.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in detail.
Portion connecting structure in during a kind of girder reinforcing bar two ends connector anchoring of the present utility model as shown in drawings, it comprises the connector 5 be arranged on two spaced steel column opposite faces, two connectors 5 that coaxial line is oppositely arranged are threaded respectively the one end of a beam main tendon in two beam main tendons to be connected, the other end of two beam main tendons to be connected is threaded ends, the length of described two beam main tendons to be connected is the gap length between two spaced steel columns, the threaded ends of two beam main tendons to be connected is threaded with a straight thread connecting sleeve 2 jointly by screw thread, the connecting thread length of a connecting thread end in two connecting thread ends is the half of branch sleeve 2 reach and the connecting thread length of another connecting thread end in two connecting thread ends is identical with branch sleeve 2 reach.
The using method of this device is as follows:
In use, first identical with branch sleeve 2 reach for connecting thread length one beam main tendon one end to be connected is threaded with side connector 5, then be threaded the threaded ends of this beam main tendon with branch sleeve 2 (main muscle end thread all rotates in sleeve 2), be threaded with opposite side connector 5 one end of beam main tendon to be connected for another root, the threaded ends that another root beam main tendon to be connected shifted to by the sleeve 2 that is rotatably connected makes two beam main tendons to be connected be connected firmly.
Claims (1)
1. portion connecting structure in during a girder reinforcing bar two ends connector anchoring, it is characterized in that: it comprises the connector be arranged on two spaced steel column opposite faces, two connectors that coaxial line is oppositely arranged are threaded respectively the one end of a beam main tendon in two beam main tendons to be connected, the other end of two beam main tendons to be connected is threaded ends, the length of described two beam main tendons to be connected is the gap length between two spaced steel columns, the threaded ends of two beam main tendons to be connected is threaded with a straight thread connecting sleeve jointly by screw thread, the connecting thread length of a connecting thread end in two connecting thread ends is the half of branch sleeve reach and the connecting thread length of another connecting thread end in two connecting thread ends is identical with branch sleeve reach.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420602685.2U CN204152089U (en) | 2014-10-16 | 2014-10-16 | Portion connecting structure in during a kind of girder reinforcing bar two ends connector anchoring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420602685.2U CN204152089U (en) | 2014-10-16 | 2014-10-16 | Portion connecting structure in during a kind of girder reinforcing bar two ends connector anchoring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204152089U true CN204152089U (en) | 2015-02-11 |
Family
ID=52510216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420602685.2U Expired - Fee Related CN204152089U (en) | 2014-10-16 | 2014-10-16 | Portion connecting structure in during a kind of girder reinforcing bar two ends connector anchoring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204152089U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775526A (en) * | 2015-04-08 | 2015-07-15 | 南通四建集团有限公司 | Novel method for connecting steel bar and section steel column connector |
-
2014
- 2014-10-16 CN CN201420602685.2U patent/CN204152089U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775526A (en) * | 2015-04-08 | 2015-07-15 | 南通四建集团有限公司 | Novel method for connecting steel bar and section steel column connector |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150211 Termination date: 20191016 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |