CN205742546U - A kind of pre-shear stud being embedded in concrete - Google Patents
A kind of pre-shear stud being embedded in concrete Download PDFInfo
- Publication number
- CN205742546U CN205742546U CN201620375018.4U CN201620375018U CN205742546U CN 205742546 U CN205742546 U CN 205742546U CN 201620375018 U CN201620375018 U CN 201620375018U CN 205742546 U CN205742546 U CN 205742546U
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- CN
- China
- Prior art keywords
- shank
- concrete
- embedded
- shear stud
- bolt
- 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
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Abstract
This utility model belongs to building field, concretely relates to a kind of pre-shear stud being embedded in concrete.A kind of pre-shear stud being embedded in concrete, follows closely including shank of bolt, and shank of bolt nails on and is arranged with anchored end；Shank of bolt nail surrounding symmetry has reinforcement.Effect of the present utility model is: strengthening the anchoring effect of shear stud, the shearing resistance effect of component is extremely strong, it is possible to the shearing in reliably transmission overlapping cross section.
Description
Technical field
This utility model belongs to building field, concretely relates to a kind of pre-shear stud being embedded in concrete.
Technical background
In engineering reality, often using bar dowel as the basic building block of transmission concrete joint surface section shear, bar dowel is generally
Cylinder or cuboid, but country there is no clear and definite standard component to this.In original Technology design, although provide one
Technical schemes are so as to strengthening the anchoring effect of shear stud a bit, but, the shearing resistance poor effect of component, deposit in actual applications
Not yet solve in many technical problems.
Utility model content
This utility model provides a kind of pre-shear stud being embedded in concrete, it is possible to the shearing in reliably transmission overlapping cross section.For
Realizing above technical scheme, this utility model uses following technical scheme:
A kind of pre-shear stud being embedded in concrete, follows closely including shank of bolt, and shank of bolt nails on and is arranged with anchored end；Shank of bolt
Nail surrounding symmetry has reinforcement.
Further, the cross section of shank of bolt nail is square, and the length of side is 10mm-30mm.
Further, a length of 15mm-40mm of shank of bolt nail.
Further, a height of 5mm-15mm of reinforcement, width is the 2/3 of the shank of bolt nail length of side.
Further, the cross section of anchored end is circular, a diameter of 20mm-40mm.
Effect of the present utility model is: strengthening the anchoring effect of shear stud, the shearing resistance effect of component is extremely strong, it is possible to reliable
The shearing in transmission overlapping cross section, ground.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is structural representation of the present utility model.
In figure, 1, anchored end, 2, reinforcement, 3, shank of bolt nail.
Detailed description of the invention
The technical solution of the utility model is further illustrated below in conjunction with Fig. 1, Fig. 2 and by detailed description of the invention.
A kind of pre-shear stud being embedded in concrete, its main body is shank of bolt nail 3, is symmetrically installed with on shank of bolt nail 3
Anchored end 1, the surrounding of shank of bolt nail 3 is arranged with reinforcement 2.The cross section of shank of bolt nail 3 is square, and the length of side is
10mm-30mm.The a length of of shank of bolt nail 3 is preferably 25mm.Reinforcement 2 highly preferred for 10mm, width is shank of bolt
Follow closely the 2/3 of 3 length of sides.The cross section of anchored end 1 is circular, and diameter is preferably 30mm.
Effect of the present utility model is: strengthening the anchoring effect of shear stud, the shearing resistance effect of component is extremely strong, it is possible to reliable
The shearing in transmission overlapping cross section, ground.
Above example is only in order to illustrate the technical solution of the utility model and unrestricted, although with reference to preferred embodiment to this practicality
Novel it is described in detail, it will be understood by those within the art that, the technical solution of the utility model can be carried out
Amendment or equivalent, without deviating from objective and the scope of technical solutions of the utility model, it all should be contained at this utility model
Right in the middle of.
Claims (5)
1. it is embedded in the shear stud in concrete in advance, follows closely (3) including shank of bolt, it is characterised in that institute
State and be arranged with anchored end (1) on shank of bolt nail (3)；Described shank of bolt nail (3) surrounding symmetry has reinforcement
Muscle (2).
A kind of pre-shear stud being embedded in concrete the most according to claim 1, it is characterised in that
The cross section of described shank of bolt nail (3) is square, and the length of side is 10mm-30mm.
A kind of pre-shear stud being embedded in concrete the most according to claim 2, it is characterised in that
The a length of 15mm-40mm of described shank of bolt nail (3).
A kind of pre-shear stud being embedded in concrete the most according to claim 1, it is characterised in that
A height of 5mm-15mm of described reinforcement (2), width is the 2/3 of shank of bolt nail (3) length of side.
A kind of pre-shear stud being embedded in concrete the most according to claim 1, it is characterised in that
The cross section of described anchored end (1) is circular, a diameter of 20mm-40mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620375018.4U CN205742546U (en) | 2016-04-26 | 2016-04-26 | A kind of pre-shear stud being embedded in concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620375018.4U CN205742546U (en) | 2016-04-26 | 2016-04-26 | A kind of pre-shear stud being embedded in concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742546U true CN205742546U (en) | 2016-11-30 |
Family
ID=57372007
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620375018.4U Expired - Fee Related CN205742546U (en) | 2016-04-26 | 2016-04-26 | A kind of pre-shear stud being embedded in concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742546U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106969975A (en) * | 2017-03-28 | 2017-07-21 | 哈尔滨工业大学 | A kind of shear stud |
| CN109440628A (en) * | 2018-11-11 | 2019-03-08 | 中铁二院工程集团有限责任公司 | Connecting structure between assembled steel web and precast slab |
-
2016
- 2016-04-26 CN CN201620375018.4U patent/CN205742546U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106969975A (en) * | 2017-03-28 | 2017-07-21 | 哈尔滨工业大学 | A kind of shear stud |
| CN106969975B (en) * | 2017-03-28 | 2019-11-15 | 哈尔滨工业大学 | A kind of shear stud |
| CN109440628A (en) * | 2018-11-11 | 2019-03-08 | 中铁二院工程集团有限责任公司 | Connecting structure between assembled steel web and precast slab |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 Termination date: 20170426 |