CN107806187A - A kind of resistance to plucking not shearing resistance WELDING STUDS - Google Patents
A kind of resistance to plucking not shearing resistance WELDING STUDS Download PDFInfo
- Publication number
- CN107806187A CN107806187A CN201711222043.4A CN201711222043A CN107806187A CN 107806187 A CN107806187 A CN 107806187A CN 201711222043 A CN201711222043 A CN 201711222043A CN 107806187 A CN107806187 A CN 107806187A
- Authority
- CN
- China
- Prior art keywords
- resistance
- pipe sleeve
- plucking
- welding studs
- nail body
- 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.)
- Pending
Links
- 238000003466 welding Methods 0.000 title claims abstract description 40
- 238000010008 shearing Methods 0.000 title claims abstract description 28
- 239000004816 latex Substances 0.000 claims abstract description 38
- 229920000126 latex Polymers 0.000 claims abstract description 38
- 238000010276 construction Methods 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 17
- 239000010959 steel Substances 0.000 description 17
- 239000000839 emulsion Substances 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 210000000481 breast Anatomy 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
- E04B1/483—Shear dowels to be embedded in concrete
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of resistance to plucking not shearing resistance WELDING STUDS, including ailhead, nail body and latex pipe sleeve, the ailhead is fixed on one end of nail body, and the latex pipe sleeve is socketed on nail body, and the length ratio between the nail body and latex pipe sleeve is 0.8~0.95；The length of the nail body is 5cm~25cm, and the thickness of the latex pipe sleeve is 5mm~9mm.The WELDING STUDS of the present invention has good performance, improves the performance of its resistance to plucking not shearing resistance, and easy for construction.
Description
Technical field
The present invention relates to the WELDING STUDS that shear is used for bridge structure and building structure etc., and in particular to a kind of resistance to plucking is not
Shearing resistance WELDING STUDS.
Background technology
Traditional steel-concrete combined structure typically uses WELDING STUDS, makes concrete slab consistent with the deformation of girder steel, reaches
To the purpose of combining structure.The effect of WELDING STUDS is to pass on the shearing and confined concrete plate and steel between concrete slab and girder steel
Beam forms entirety.But such a structure pier top concrete slab is easily ftractureed due to larger hogging moment, apply even in pier top pre-
Stress, because girder steel and concrete have connected into entirety by WELDING STUDS, prestressing force is mainly applied to the steel knot in combining structure
On structure, concrete structure can not effectively carry prestressing force, thus need more steel beams, cause the waste on material.
One of method for solving combination negative moment section of beam concrete slab cracking is to use resistance to plucking not shear stud, makes hogging moment
Area's concrete can longitudinally have small displacement, and so as to be separated with girder steel deformation, concrete slab is no longer complies with plane section with girder steel
It is assumed that now, the internal force that concrete slab is born changes, and moment of flexure greatly reduces, solve splitting for hogging moment area concrete slab
Seam becomes easy, it is possible to reduce the steel using amount of bridge.The material usage of the resistance to plucking used at present not shear stud is more, performance compared with
Difference, working procedure is more, and damage is easily caused in work progress.
The content of the invention
The invention aims to overcome above the shortcomings of the prior art, there is provided and it is a kind of simple and reasonable for structure,
Performance is good and can reduce the resistance to plucking not shearing resistance WELDING STUDS of site operation amount.
The purpose of the present invention is realized by following technical scheme：This resistance to plucking not shearing resistance WELDING STUDS, including ailhead, nail body and
Latex pipe sleeve, the ailhead are fixed on one end of nail body, and the latex pipe sleeve is socketed on nail body, the nail body and latex pipe sleeve it
Between length ratio be 0.8~0.95；The length of the nail body is 5cm~25cm, and the thickness of the latex pipe sleeve is 5mm~9mm.
Preferably, the ailhead and nail body are integrally formed.
Preferably, the Mo Shi hardness of the latex pipe sleeve is 1~1.5, and the rebound degree of the latex pipe sleeve is 100%.
The present invention has the following advantages relative to prior art：
1st, this resistance to plucking not shearing resistance WELDING STUDS to traditional WELDING STUDS by being improved, on the basis of traditional WELDING STUDS
Latex pipe sleeve is additionally arranged, and the length of the nail body of WELDING STUDS is adjusted, and makes length phase of the length of emulsion tube with following closely body
Matching, so that the WELDING STUDS of the present invention has good performance, improve the ability of its resistance to plucking not shearing resistance.
2nd, this resistance to plucking not shearing resistance WELDING STUDS sets up latex pipe sleeve in nail body, changes being monolithically fabricated and applying for traditional WELDING STUDS
Work mode, therefore easily promoted in engineering, the worry that the construction quality of no in-site installation nut cannot be guaranteed, reduces scene and applies
Work workload.
3rd, in this resistance to plucking not shearing resistance WELDING STUDS latex pipe sleeve stable performance, have enough pliability and intensity, pour mixed
It will not be destroyed during solidifying soil, performance reliability is strong.
Brief description of the drawings
Fig. 1 is the structural representation of the resistance to plucking not shearing resistance WELDING STUDS of the present invention.
Fig. 2 is the first scheme of installation of the resistance to plucking not shearing resistance WELDING STUDS of the present invention.
Fig. 3 is the second scheme of installation of the resistance to plucking not shearing resistance WELDING STUDS of the present invention.
Fig. 4 is the 3rd scheme of installation of the resistance to plucking not shearing resistance WELDING STUDS of the present invention.
Fig. 5 is the 4th scheme of installation of the resistance to plucking not shearing resistance WELDING STUDS of the present invention.
Wherein, 1 is ailhead, and 2 be nail body, and 3 be latex pipe sleeve, and 4 be steel plate, and 5 be concrete slab, and a is the length for following closely body, b
For the thickness of latex pipe sleeve.
Embodiment
The invention will be further described with reference to the accompanying drawings and examples.
Embodiment 1
As shown in figure 1, the resistance to plucking not shearing resistance WELDING STUDS of the present embodiment, including ailhead, nail body and latex pipe sleeve, the ailhead
One end of nail body is fixed on, the latex pipe sleeve is socketed on nail body, and the length ratio between the nail body and latex pipe sleeve is 0.85；
The length of the nail body is 15cm, and the thickness of the latex pipe sleeve is 7mm.The ailhead and nail body are integrally formed.Make entirely to cut
The firm stable of power nail is high.The Mo Shi hardness of the latex pipe sleeve is 1.2, and the rebound degree of the latex pipe sleeve is 100%.
Shearing resistance nail need not change the ailhead of WELDING STUDS and follow closely the script structure of body this resistance to plucking, and breast is additionally arranged in nail body
Glue pipe socket, i.e., body and concrete slab will be followed closely by latex pipe sleeve and will be separated, so that nail body is only subjected to pulling force, and suffered moment of flexure
Greatly reducing, life-load stress width also greatly reduces, so as to improve the fatigue behaviour of whole WELDING STUDS, Du Genggao safe to use,
Service life is longer.
When the resistance to plucking not shearing resistance WELDING STUDS connection concrete slab and steel plate using the present embodiment, due to ailhead and concrete
Collective effect, concrete slab vertically closely fitting with steel plate, realizing " resistance to plucking ".And the nail body of WELDING STUDS is with mixing
Isolated between solidifying soil by latex pipe sleeve, emulsion tube set has certain thickness, and the modulus of elasticity of latex pipe sleeve is far below mixed
The modulus of elasticity of soil and the modulus of elasticity of steel are coagulated, then is following closely body between concrete equivalent to the gap together with having, this gap
Size it is equal with the thickness of latex pipe sleeve.Therefore when concrete deforms, latex pipe sleeve also accordingly deforms, so as to
The vertically and horizontally deformation of concrete is not prevented, realizes " not shearing resistance " effect, to ensure the stability between concrete slab and steel plate.
The work progress that concrete slab and steel plate are connected using the resistance to plucking not shearing resistance WELDING STUDS of the present embodiment is as described below：
1st, as shown in Fig. 2 by the end of the nail body of WELDING STUDS by being fixedly welded on steel plate；
2nd, as shown in Figure 3 and Figure 4, after emulsion tube being inserted in into ailhead, then pull down so that latex pipe sleeve is inserted in nail body；
3rd, as shown in figure 5, then concrete directly to be covered to whole WELDING STUDS again, coagulation is formed after these concrete settings
Native plate, then WELDING STUDS will between concrete slab and steel plate can by WELDING STUDS connect and be brought into close contact.
Embodiment 2
The resistance to plucking not shearing resistance WELDING STUDS of the present embodiment is in addition to following technical characteristic with embodiment 1：The nail body and emulsion tube
Length ratio between set is 0.9；The length of the nail body is 10cm, and the thickness of the latex pipe sleeve is 6mm.The latex pipe sleeve
Mo Shi hardness be 1.3.
Embodiment 3
The resistance to plucking not shearing resistance WELDING STUDS of the present embodiment is in addition to following technical characteristic with embodiment 1：The nail body and emulsion tube
Length ratio between set is 0.8；The length of the nail body is 5cm, and the thickness of the latex pipe sleeve is 5mm.The latex pipe sleeve
Mo Shi hardness be 1.
Embodiment 4
The resistance to plucking not shearing resistance WELDING STUDS of the present embodiment is in addition to following technical characteristic with embodiment 1：The nail body and emulsion tube
Length ratio between set is 0.95；The length of the nail body is 25cm, and the thickness of the latex pipe sleeve is 9mm.
Above-mentioned embodiment is the preferred embodiments of the present invention, can not be limited the invention, and others are appointed
The change or other equivalent substitute modes what is made without departing from technical scheme, are included in the protection of the present invention
Within the scope of.
Claims (3)
- A kind of 1. resistance to plucking not shearing resistance WELDING STUDS, it is characterised in that：It is fixed on including ailhead, nail body and latex pipe sleeve, the ailhead One end of body is followed closely, the latex pipe sleeve is socketed on nail body, and the length ratio between the nail body and latex pipe sleeve is 0.8~0.95； The length of the nail body is 5cm~25cm, and the thickness of the latex pipe sleeve is 5mm~9mm.
- 2. resistance to plucking not shearing resistance WELDING STUDS according to claim 1, it is characterised in that：The ailhead and nail body are integrally formed.
- 3. resistance to plucking not shearing resistance WELDING STUDS according to claim 1, it is characterised in that：The Mohs' hardness of the latex pipe sleeve is 1~1.5, the rebound degree of the latex pipe sleeve is 100%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711222043.4A CN107806187A (en) | 2017-11-29 | 2017-11-29 | A kind of resistance to plucking not shearing resistance WELDING STUDS |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711222043.4A CN107806187A (en) | 2017-11-29 | 2017-11-29 | A kind of resistance to plucking not shearing resistance WELDING STUDS |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107806187A true CN107806187A (en) | 2018-03-16 |
Family
ID=61582104
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711222043.4A Pending CN107806187A (en) | 2017-11-29 | 2017-11-29 | A kind of resistance to plucking not shearing resistance WELDING STUDS |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107806187A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110274802A (en) * | 2019-05-29 | 2019-09-24 | 湖北工业大学 | A kind of steel-concrete combined structure, preparation method and shear behavior detection method |
| CN110409305A (en) * | 2019-07-16 | 2019-11-05 | 清华大学 | Continuous composite beam bridge hogging moment area crack resistence construction equipment, construction method and beam bridge |
| CN112376386A (en) * | 2020-10-30 | 2021-02-19 | 东南大学 | Steel-concrete combined continuous beam and connecting piece and construction method of hogging moment area of steel-concrete combined continuous beam |
| CN113373791A (en) * | 2021-06-04 | 2021-09-10 | 华南理工大学 | Anti-pulling and non-shearing connecting piece and construction method |
| CN115928891A (en) * | 2022-12-21 | 2023-04-07 | 浙江精工钢结构集团有限公司 | Thin-wall buckling type anti-pulling and non-shearing stud connecting piece |
Citations (9)
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|---|---|---|---|---|
| JPH10317324A (en) * | 1997-05-23 | 1998-12-02 | Shigeyuki Matsui | Beam bridge |
| JP2001011938A (en) * | 1999-06-30 | 2001-01-16 | Kawada Industries Inc | Shear preventive for coupling steel with concrete |
| JP2001193174A (en) * | 1999-11-05 | 2001-07-17 | Nkk Corp | Steel-concrete joining structure |
| CN201648965U (en) * | 2010-03-29 | 2010-11-24 | 中铁二院工程集团有限责任公司 | Flexible connecting structure of railway bridge ballast channel plate and steel bridge deck |
| CN102182141A (en) * | 2011-03-18 | 2011-09-14 | 清华大学 | Longitudinal non-shearing-resistant T-shaped anti-pulling connecting piece and construction method thereof |
| CN102425105A (en) * | 2011-12-09 | 2012-04-25 | 清华大学 | Longitudinal non-shearing resistance screw-type pullout-resistance connecting piece and construction method thereof |
| CN204325920U (en) * | 2014-12-09 | 2015-05-13 | 华北水利水电大学 | A kind of bridge deck pavement structure |
| CN105672116A (en) * | 2016-02-02 | 2016-06-15 | 河海大学 | Prefabricated assembled steel-concrete composite beam structure |
| CN207609028U (en) * | 2017-11-29 | 2018-07-13 | 华南理工大学 | A kind of resistance to plucking not shearing resistance WELDING STUDS |
-
2017
- 2017-11-29 CN CN201711222043.4A patent/CN107806187A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10317324A (en) * | 1997-05-23 | 1998-12-02 | Shigeyuki Matsui | Beam bridge |
| JP2001011938A (en) * | 1999-06-30 | 2001-01-16 | Kawada Industries Inc | Shear preventive for coupling steel with concrete |
| JP2001193174A (en) * | 1999-11-05 | 2001-07-17 | Nkk Corp | Steel-concrete joining structure |
| CN201648965U (en) * | 2010-03-29 | 2010-11-24 | 中铁二院工程集团有限责任公司 | Flexible connecting structure of railway bridge ballast channel plate and steel bridge deck |
| CN102182141A (en) * | 2011-03-18 | 2011-09-14 | 清华大学 | Longitudinal non-shearing-resistant T-shaped anti-pulling connecting piece and construction method thereof |
| CN102425105A (en) * | 2011-12-09 | 2012-04-25 | 清华大学 | Longitudinal non-shearing resistance screw-type pullout-resistance connecting piece and construction method thereof |
| CN204325920U (en) * | 2014-12-09 | 2015-05-13 | 华北水利水电大学 | A kind of bridge deck pavement structure |
| CN105672116A (en) * | 2016-02-02 | 2016-06-15 | 河海大学 | Prefabricated assembled steel-concrete composite beam structure |
| CN207609028U (en) * | 2017-11-29 | 2018-07-13 | 华南理工大学 | A kind of resistance to plucking not shearing resistance WELDING STUDS |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110274802A (en) * | 2019-05-29 | 2019-09-24 | 湖北工业大学 | A kind of steel-concrete combined structure, preparation method and shear behavior detection method |
| CN110409305A (en) * | 2019-07-16 | 2019-11-05 | 清华大学 | Continuous composite beam bridge hogging moment area crack resistence construction equipment, construction method and beam bridge |
| CN110409305B (en) * | 2019-07-16 | 2024-04-30 | 清华大学 | Anti-cracking construction equipment and construction method for hogging moment area of continuous composite beam bridge and beam bridge |
| CN112376386A (en) * | 2020-10-30 | 2021-02-19 | 东南大学 | Steel-concrete combined continuous beam and connecting piece and construction method of hogging moment area of steel-concrete combined continuous beam |
| CN113373791A (en) * | 2021-06-04 | 2021-09-10 | 华南理工大学 | Anti-pulling and non-shearing connecting piece and construction method |
| CN115928891A (en) * | 2022-12-21 | 2023-04-07 | 浙江精工钢结构集团有限公司 | Thin-wall buckling type anti-pulling and non-shearing stud connecting piece |
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| Date | Code | Title | Description |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180316 |