CN209619849U - A kind of shear connections structure for bridge - Google Patents
A kind of shear connections structure for bridge Download PDFInfo
- Publication number
- CN209619849U CN209619849U CN201821994603.8U CN201821994603U CN209619849U CN 209619849 U CN209619849 U CN 209619849U CN 201821994603 U CN201821994603 U CN 201821994603U CN 209619849 U CN209619849 U CN 209619849U
- Authority
- CN
- China
- Prior art keywords
- bridge
- shearing
- girder
- floorings
- resistant member
- 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
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a kind of shear connections structures for bridge, including more girders and floorings, the more girders are arranged in parallel on bridge pier, floorings are mounted on girder, it further include multiple shearing-resistant members, multiple shearing-resistant members are respectively provided on the top surface of every girder, the floorings are equipped with cast-in-place hole corresponding with shearing-resistant member arrangement position, are poured ultra-high performance concrete in cast-in-place hole.Compared with prior art, the utility model is coupled by the cast-in-place hole on shearing-resistant member and floorings, and carries out casting fixation by ultra-high performance concrete, and simple structure and reasonable design, construction is convenient, can significantly improve welding quality and shear behavior.
Description
Technical field
The utility model relates to a kind of bridge construction technical field of construction, connect more particularly, to a kind of shearing resistance for bridge
Binding structure.
Background technique
Currently, in steel-concrete composite beam the combination method of girder steel and concrete slab frequently with three kinds of connectors,
Welded-Stud Conectors, perforated plate connector and steel channel connector including weld stud direct in steel beam flange.Welded-Stud Conectors
A large amount of pegs are directly welded on steel girder, the residual stress for welding generation adversely affects the stress performance of girder.Aperture
Plate connector needs to pass through floorings reinforcing bar into perforated panel, and construction is complicated.And the vertically pulling-resistant power of steel channel connector is smaller.It is prefabricated
The connection of floorings and girder steel generally uses cast-in-place ordinary reinforced concrete.But the shear connector poured by normal concrete
Pouring quality is not high caused by because of difficulty of vibrating, and so as to cause the reduction of steel-concrete interface shear resistance, cannot reach steel
The design requirement of girder and the common stress of floorings.It is therefore desirable in the premise for ensuring steel-concrete composite beam switching performance
Under, develop a kind of structurally reasonable, easy for construction, reliable in quality novel shear connections form.
Utility model content
The purpose of this utility model is exactly to provide a kind of for bridge to overcome the problems of the above-mentioned prior art
Shear connections structure.
The purpose of this utility model can be achieved through the following technical solutions:
A kind of shear connections structure for bridge, including more girders and floorings, the more girders are set in parallel
It sets on bridge pier, floorings are mounted on girder, further include multiple shearing-resistant members, multiple shearing resistances are respectively provided on the top surface of every girder
Part, the floorings are equipped with cast-in-place hole corresponding with shearing-resistant member arrangement position, are poured ultra-high performance concrete in cast-in-place hole.
Further, the shearing-resistant member includes peg and steel plate, and the peg is symmetrically fixed on the two sides of steel plate, institute
The steel plate stated vertically connects girder.
Further, the peg is shank of bolt, which, which wears, is welded on steel plate.
Further, the peg is arranged in parallel on the steel plate or is staggered.
Further, the shearing-resistant member along girder along bridge to middle line be alternatively arranged.
Further, the shearing-resistant member along girder along bridge to middle line continuous arrangement.
Further, the shearing-resistant member is connected with girder by welding manner.
Further, the girder is i-shape steel beam or steel beam with box shape.
Compared with prior art, the utility model has the advantage that
1, the utility model is coupled by the cast-in-place hole on shearing-resistant member and floorings, and passes through very-high performance coagulation
Soil carries out casting fixation, and simple structure and reasonable design, construction is convenient, can significantly improve welding quality and shear behavior.
2, the shearing-resistant member of the utility model includes peg and steel plate, and steel plate is vertically connected on girder, and the two sides of steel plate is set
There is symmetrical peg, after ultra-high performance concrete pours, the active force of bridge panel is first transmitted to peg and carries out certain subtract
It is slow, then steel plate is transmitted to by peg, it is applied on girder finally by steel plate, largely reduces and act directly on steel plate and master
The residual stress of beam weld makes main beam stress performance more preferably, improves shear behavior, keeps connection structure safer reliable.
3, the cast-in-place hole on the utility model floorings customizes in advance in factory, and shearing-resistant member carries out prefabricated in factory and girder
Welding, thus welding quality improves, and factory's welding is better than site welding, and then floorings exist with the girder for being connected with shearing-resistant member
Construction site carries out assembly, greatly improves construction efficiency, shortens the construction period.
4, in the utility model, floorings carry out live dress by ultra-high performance concrete with the girder for being welded with shearing-resistant member
With splicing, ultra-high performance concrete, which pours, can accordingly reduce anchorage length, and shrinkage and creep is smaller, meanwhile, with superelevation
Energy concrete cast in situs is conducive to the shear behavior of girder Yu the common stress of floorings.
Detailed description of the invention
Fig. 1 is the assembling structure schematic diagram of the utility model；
Fig. 2 is the part intercept structural schematic diagram of the utility model；
Fig. 3 be the utility model along bridge to sectional schematic diagram；
Fig. 4 is sectional schematic diagram of the utility model along direction across bridge；
Fig. 5 is the sectional schematic diagram that floorings have the utility model of support along direction across bridge；
Appended drawing reference: 1, peg, 2, steel plate, 3, girder, 4, floorings, 5, cast-in-place hole.
Specific embodiment
The utility model is described in detail in the following with reference to the drawings and specific embodiments.The present embodiment is with the utility model
Implemented premised on technical solution, the detailed implementation method and specific operation process are given, but the guarantor of the utility model
Shield range is not limited to the following embodiments.
As shown in Figure 1 to 4, a kind of shear connections structure for bridge, including more girders 3 are present embodiments provided
With floorings 4.The girder 3 is steel construction girder, and more girders 3 are arranged in parallel on bridge pier, and section form can be I-shaped,
Box etc., uses steel I-beam in the present embodiment, floorings 4 are mounted on girder 3.It is respectively provided on the top surface of every girder 3 more
A shearing-resistant member, floorings 4 are equipped with cast-in-place hole 5 corresponding with shearing-resistant member arrangement position.Floorings 4 use reinforced concrete structure,
Transverse structure reinforcing bar in floorings 4 clean cut system at cast-in-place hole 5 is pre-buried, the longitudinal structure reinforcing bar in floorings 4 along bridge to
Arrangement.When assembled in situ, cast-in-place ultra-high performance concrete completes the connection of girder 3 and floorings 4 at cast-in-place hole 5.
Shearing-resistant member includes peg 1 and steel plate 2, and peg is specially socket cap weldering nail, and peg 1 is successively right on the two sides of steel plate 2
Claim arrangement, and vertical welding, on steel plate 2, arrangement of the peg 1 on steel plate 2 can be adjusted flexibly according to Practical Project, generally
Be it is arranged in parallel or be staggered, peg 1 is in two rows alignment in the present embodiment.2 side of steel plate with peg 1 is vertical
Welded with girder 3, steel plate 2 along girder 3 along bridge to middle line be alternatively arranged or continuous arrangement, continuous arrangement, that is, all anti-
The steel plate 2 for cutting part connects into the steel plate of one piece of entirety, and peg 1 is arranged in left and right two sides.Shearing-resistant member is using interval in the present embodiment
Arrangement, i.e., each shearing-resistant member are welded on the upper end of girder 3, the shearing-resistant member arrangement of 3 stress larger part of girder at interval of one end distance
Intensively, stress smaller part arrangement is loose.
Cast in situs is carried out to cast-in-place hole 5 is reserved with ultra-high performance concrete, ultra-high performance concrete has excellent
Mechanical property and working performance, compression strength are about three times of normal concrete, and flexural strength is about the 10 of normal concrete
Times, Creep Coefficient is about the 15% of normal concrete, and good fluidity, has more excellent self-compacting ability.Therefore, it uses
Ultra-high performance concrete, which pours, can accordingly reduce anchorage length, meanwhile, improve the shearing resistance of girder 3 Yu the common stress of floorings 4
Performance.Shearing-resistant member can be prefabricated in the factory welding, and welding quality is better than site welding, and assembled convenient be conducive to improve construction effect
Rate.
As shown in figure 5, in another embodiment, support is then arranged at the bottom of floorings 4, trapezoidal cast-in-place hole is equipped in support
5, therefore the cast-in-place hole 5 in the arrangement and support on shearing-resistant member girder 3 corresponds, shearing-resistant member is connected by ultra-high performance concrete
Connect floorings 4.In addition, the peg 1 in shearing-resistant member is shank of bolt, which, which wears, is welded on steel plate 2, and shank of bolt is in up and down
Three row's alignments, so that the stress of shearing-resistant member is more uniform, shearing resistance effect is more significant.
The preferred embodiments of the present invention have been described in detail above.It should be appreciated that the ordinary skill people of this field
Member according to the present utility model can conceive without creative work makes many modifications and variations.Therefore, all this technology necks
Technical staff passes through logic analysis, reasoning or limited reality according to the design of the utility model on the basis of existing technology in domain
Available technical solution is tested, it all should be within the scope of protection determined by the claims.
Claims (8)
1. a kind of shear connections structure for bridge, including more girders (3) and floorings (4), the more girders (3)
It is arranged in parallel on bridge pier, floorings (4) are mounted on girder (3), which is characterized in that further include multiple shearing-resistant members, every master
Multiple shearing-resistant members are respectively provided on the top surface of beam (3), the floorings (4) are equipped with corresponding with shearing-resistant member arrangement position cast-in-place
Hole (5), cast-in-place hole (5) is interior to be poured ultra-high performance concrete.
2. the shear connections structure according to claim 1 for bridge, which is characterized in that the shearing-resistant member includes bolt
Nail (1) and steel plate (2), the peg (1) are symmetrically fixed on the two sides of steel plate (2), and the steel plate (2) vertically connects girder
(3)。
3. the shear connections structure according to claim 2 for bridge, which is characterized in that the peg (1) is spiral shell
Tightening latch, which, which wears, is welded on steel plate (2).
4. the shear connections structure according to claim 2 for bridge, which is characterized in that the peg (1) is in steel
It is arranged in parallel or be staggered on plate (2).
5. the shear connections structure according to claim 1 for bridge, which is characterized in that the shearing-resistant member is along master
Beam (3) along bridge to middle line be alternatively arranged.
6. the shear connections structure according to claim 1 for bridge, which is characterized in that the shearing-resistant member is along master
Beam (3) along bridge to middle line continuous arrangement.
7. the shear connections structure according to claim 1 for bridge, which is characterized in that the shearing-resistant member and girder
(3) it is connected by welding manner.
8. the shear connections structure according to claim 1 for bridge, which is characterized in that the girder (3) is work
Shaped girder steel or steel beam with box shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821994603.8U CN209619849U (en) | 2018-11-30 | 2018-11-30 | A kind of shear connections structure for bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821994603.8U CN209619849U (en) | 2018-11-30 | 2018-11-30 | A kind of shear connections structure for bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209619849U true CN209619849U (en) | 2019-11-12 |
Family
ID=68444647
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821994603.8U Expired - Fee Related CN209619849U (en) | 2018-11-30 | 2018-11-30 | A kind of shear connections structure for bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209619849U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113322785A (en) * | 2021-06-21 | 2021-08-31 | 华南理工大学 | Wide ladder-shaped cap-shaped connecting device and manufacturing method |
-
2018
- 2018-11-30 CN CN201821994603.8U patent/CN209619849U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113322785A (en) * | 2021-06-21 | 2021-08-31 | 华南理工大学 | Wide ladder-shaped cap-shaped connecting device and manufacturing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2018196376A1 (en) | Dry connection prefabricated assembly steel-concrete composite beam | |
| CN101768916A (en) | Lower flange improved corrugated steel web plate composite box girder and construction method thereof | |
| CN105297641B (en) | Highway T beam diaphragm plate prestressed reinforcement structure and carry out the engineering method reinforced with it | |
| CN207829222U (en) | It is a kind of that there is the shear wall with otic placode steel pipe bundle and tooth form steel plate | |
| CN108193607B (en) | A kind of reinforce uses prefabricated PC truss and its construction method | |
| CN101818478A (en) | Connection structure for concrete-filled circular steel tubular pier column and concrete cover beam | |
| CN209323367U (en) | Steel reinforced concrete composite beam bridge panel assembly seam construction based on early strong high performance concrete | |
| CN109779012A (en) | A kind of reinforced beam and concrete filled steel tube column connected node | |
| CN110258289A (en) | Prestressed concrete continuous box girder bridge laterally spells wide structure | |
| CN109057148A (en) | Ultra-high performance concrete is without regular reinforcement Prestressed U type beam and its construction method | |
| CN207633196U (en) | A kind of no anchor bottom bearing plate and band change the arch bridge suspender anchor structure in the interim hole of rope | |
| CN102776829A (en) | Steel pipe concrete combined truss bridge | |
| CN109024219A (en) | A kind of prefabricated ultra-high performance concrete-normal concrete composite beam bridge girder construction and construction method | |
| CN209619849U (en) | A kind of shear connections structure for bridge | |
| CN209669688U (en) | A kind of half assembled thin-wall piers | |
| CN107724540A (en) | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates | |
| CN106638265B (en) | A kind of steel reinforced concrete beam rigid framed structure arch bridge | |
| CN210368595U (en) | Combined beam | |
| CN208815673U (en) | The connecting joint structure of square steel tube concrete column and reinforced beam | |
| CN208363351U (en) | A kind of cross node assembling steel plate concrete shear force wall | |
| CN208072163U (en) | A kind of three face pressure of cable-stayed bridge concrete box girder cuts bearing-type cable beam anchoring structure | |
| CN110331648A (en) | Ultra-high performance concrete-part shaped steel composite beams, ultra-high performance concrete-shaped steel combination beam element and combination beam | |
| CN110359353A (en) | A kind of Steel-concrete Combined Beam Structures | |
| CN215561853U (en) | Connecting rod group device for steel-concrete composite beam | |
| CN202730632U (en) | Steel pipe and concrete combined truss bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20191112 Termination date: 20211130 |