CN206599915U - Open pore steel plate shear connector - Google Patents
Open pore steel plate shear connector Download PDFInfo
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- CN206599915U CN206599915U CN201720288373.2U CN201720288373U CN206599915U CN 206599915 U CN206599915 U CN 206599915U CN 201720288373 U CN201720288373 U CN 201720288373U CN 206599915 U CN206599915 U CN 206599915U
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- open pore
- steel plate
- steel
- plate
- reinforcing bar
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Abstract
The utility model discloses a kind of open pore steel plate shear connector, including girder steel, girder steel includes steel beam web plate and steel beam flange plate, the girder steel is welded with open pore steel plate on steel beam flange plate along the bearing of trend of steel beam web plate, there is the circular hole of more than 1 on open pore steel plate, and a reinforcing bar is arranged with each circular hole of open pore steel plate, each reinforcing bar is respectively sleeved on a spring for being in nature retracted position in the both sides of open pore steel plate, and the two ends of the spring are fixed with reinforcing bar respectively.It can thus be appreciated that：The spring that the utility model is used can not only improve the cracking resistance of concrete near reinforcing bar, moreover it is possible to strengthen the shear strength of reinforcing bar in shear connector, so as to improve the shearing concatenation ability and intensity of combining structure.
Description
Technical field
The utility model, which is related to, a kind of is used for connecting a kind of new of girder steel and cast-in-place concrete in steel-concrete composite beam
Open pore steel plate shear connector, belongs to civil engineering building technology field.
Background technology
Steel-concrete combined structure is a kind of new knot grown up on the basis of steel construction and reinforced concrete structure
Structure.Compared with reinforced concrete structure, deadweight can be mitigated, reduce sectional dimension of members, increase effectively uses space, saves mould
Plate, increases ductility of component etc.；Compared with steel construction, steel using amount, increase rigidity and stability, enhancing structure fire-resistance can be reduced
With durability etc..
In steel-concrete composite beam, the shear connector of girder steel and concrete joint surface is played both combinations of materials
Effect together, is the critical component in combination beam, and it is directly connected to the bearing capacity of whole combination beam.Current welded type
Peg shear connector, the shearing connector structure is simple, respectively identical to shear behavior（Nail rod is rounded）, but construction fiber crops
It is tired, it is necessary to the equipment such as welding gun, and to ensure certain welding quality.Due to cleavage effect of the peg to concrete, using this
The combination beam concrete flange plate of kind of form shear connector in the phase under arms more generates longitudinal crack.The utility model proposes one kind
The structure of improved common open pore steel plate shear connector+spring, with anti-shear concrete performance, easy construction is improved, is saved
The characteristics of manpower and materials and time.
The content of the invention
The purpose of this utility model be the problem of presence for existing shear connector there is provided a kind of easy construction, structure safety,
Anti-shear concrete performance can be improved is used for steel-concrete composite beam shear connector.
The technical solution adopted in the utility model is：
A kind of open pore steel plate shear connector, including girder steel, girder steel include steel beam web plate and steel beam flange plate, the girder steel
Being welded with steel beam flange plate along the bearing of trend of steel beam web plate on open pore steel plate, open pore steel plate has more than 1
Circular hole, and be arranged with a reinforcing bar in each circular hole of open pore steel plate, each reinforcing bar is in the both sides of open pore steel plate point
A spring for being in nature retracted position is not socketed with, and the two ends of the spring are fixed with reinforcing bar respectively.
As further improvement of the utility model, the circular hole on the open pore steel plate is opening dorsad steel beam flange plate
Opening circular hole.
As further improvement of the utility model, the spring is fixed close to one end of open pore steel plate with reinforcement welding.
As further improvement of the utility model, the length that the reinforcing bar is located at open pore steel plate both sides is isometric, and reinforcing bar
Two ends extend steel beam flange plate end set；The one end of spring away from open pore steel plate is flushed with the end of reinforcing bar, and
It is welded and fixed with the end of reinforcing bar.
As further improvement of the utility model, the circular hole on the open pore steel plate is more than 3.
The beneficial effects of the utility model are：The utility model is simple in construction, easy construction, the perforated panel of its split shed
It is close with traditional open pore steel plate stress performance, but reinforcing bar easily can be put into open pore steel plate at the opening of steel plate, grasped
Make simpler, construction is more convenient；Wherein spring can not only improve the cracking resistance of concrete near reinforcing bar, moreover it is possible to enhancing shearing
The shear strength of reinforcing bar in key, so as to improve the shearing concatenation ability and intensity of combining structure.
Brief description of the drawings
Fig. 1 the utility model shear connector structure schematic diagrames；
Fig. 2 the utility model structure spring schematic diagrames；
Fig. 3 the utility model open pore steel plate schematic diagrames；
Fig. 4 the utility model shear connector application schematic diagrams；
In Fig. 1-4：Steel beam web plate 1；Steel beam flange plate 2；Open pore steel plate 3, reinforcing bar 4, spring 5, circular hole 6.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.The description only actually at least one exemplary embodiment is illustrative below, never as to this practicality
New and its application or any limitation used.Based on the embodiment in the utility model, those of ordinary skill in the art are not having
There is the every other embodiment made and obtained under the premise of creative work, belong to the scope of the utility model protection.Unless
Illustrate in addition, the part and the positioned opposite of step, expression formula and numerical value otherwise illustrated in these embodiments is not limited
Scope of the present utility model.Simultaneously, it should be appreciated that for the ease of description, the size of the various pieces shown in accompanying drawing is not
It is to be drawn according to actual proportionate relationship.May for technology, method and apparatus known to person of ordinary skill in the relevant
It is not discussed in detail, but in the appropriate case, the technology, method and apparatus should be considered as authorizing a part for specification.
In shown here and discussion all examples, any occurrence should be construed as merely exemplary, not as limit
System.Therefore, the other examples of exemplary embodiment can have different values.
For the ease of description, space relative terms can be used herein, such as " ... on ", " ... top ",
" ... upper surface ", " above " etc., for describing such as a device shown in the figure or feature and other devices or spy
The spatial relation levied.It should be appreciated that space relative terms are intended to comprising the orientation except device described in figure
Outside different azimuth in use or operation.If for example, the device in accompanying drawing is squeezed, be described as " in other devices
It will be positioned as " under other devices or construction after the device of part or construction top " or " on other devices or construction "
Side " or " under other devices or construction ".Thus, exemplary term " ... top " can include " ... top " and
" in ... lower section " two kinds of orientation.The device can also other different modes positioning (being rotated by 90 ° or in other orientation).
As shown in Figures 1 to 4, open pore steel plate shear connector described in the utility model, including girder steel, girder steel includes girder steel
Web 1 and steel beam flange plate 2, the girder steel are welded with out on steel beam flange plate 2 along the bearing of trend of steel beam web plate 1
There are some circular holes 6 on hole steel plate 3, open pore steel plate 3, the circular hole in accompanying drawing with more than 3, and open pore steel plate 3 each
It is arranged with a reinforcing bar 4 in circular hole 6, each reinforcing bar 4 is respectively sleeved on one in the both sides of open pore steel plate 3 in stretching naturally
The spring 5 of contracting state, the two ends of the spring 5 are fixed with reinforcing bar respectively.
The open pore steel plate 3 is welded on steel beam flange plate, and its hole is opening form, and be open dorsad steel beam flange plate, i.e.,
Opening is provided with one end of circular hole 6, described reinforcing bar passes through the hole of open pore steel plate.
The length that the reinforcing bar is located at open pore steel plate both sides is isometric, and the end of steel beam flange plate is extended at the two ends of reinforcing bar
Portion is set；The one end of spring away from open pore steel plate is flushed with the end of reinforcing bar, and is welded and fixed with the end of reinforcing bar；The spring
One end close to open pore steel plate is fixed with reinforcement welding；Length and reinforcing bar i.e. under relaxing of spring state is isometric, and reinforcing bar
In spring center position
A kind of improved open pore steel plate shear connector improves the construction construction method of anti-shear concrete performance using spring,
It is as follows including step：
A, making girder steel；
B, making open pore steel plate simultaneously drill；
C, making reinforcing bar；
D, making spiral spring；
E, by open pore steel plate vertical welding in girder steel relevant position；
F, steel rod and helical spring placement.
1）Reinforcing bar is inserted to the opening circular hole of open pore steel plate, and makes both sides isometric；
2）Above-mentioned two spiral springs are inserted in reinforcing bar respectively；
3）By the two ends of above-mentioned spring be respectively welded with open pore steel plate with it is end reinforced
G, girder steel element lifted；
H, concrete slab formwork, assembling reinforcement；
1）Template is set up according to scantling, and uses galvanized wire assembling reinforcement；
2）Casting concrete, maintenance, as shown in Figure 4.
As described above, open pore steel plate shear connector described in the utility model just can be realized.
Claims (5)
1. a kind of open pore steel plate shear connector, including girder steel, girder steel include steel beam web plate and steel beam flange plate, its feature exists
In the girder steel is welded with open pore steel plate, open pore steel plate on steel beam flange plate along the bearing of trend of steel beam web plate
With a reinforcing bar is arranged with more than 1 circular hole, and each circular hole of open pore steel plate, each reinforcing bar is in perforate steel
The both sides of plate are respectively sleeved on a spring for being in nature retracted position, and the two ends of the spring are fixed with reinforcing bar respectively.
2. open pore steel plate shear connector according to claim 1, it is characterised in that the circular hole on the open pore steel plate is equal
For the opening circular hole of opening dorsad steel beam flange plate.
3. open pore steel plate shear connector according to claim 2, it is characterised in that the spring is close to open pore steel plate
One end is fixed with reinforcement welding.
4. open pore steel plate shear connector according to claim 3, it is characterised in that the reinforcing bar is located at open pore steel plate two
The length of side is isometric, and reinforcing bar two ends extend steel beam flange plate end set；The one end of spring away from open pore steel plate
Flush, and be welded and fixed with the end of reinforcing bar with the end of reinforcing bar.
5. open pore steel plate shear connector according to claim 4, it is characterised in that the circular hole on the open pore steel plate is
More than 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720288373.2U CN206599915U (en) | 2017-03-23 | 2017-03-23 | Open pore steel plate shear connector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720288373.2U CN206599915U (en) | 2017-03-23 | 2017-03-23 | Open pore steel plate shear connector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206599915U true CN206599915U (en) | 2017-10-31 |
Family
ID=60145655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720288373.2U Expired - Fee Related CN206599915U (en) | 2017-03-23 | 2017-03-23 | Open pore steel plate shear connector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206599915U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108930349A (en) * | 2018-08-09 | 2018-12-04 | 江苏银环新型建材科技有限公司 | A kind of profiled sheet concrete combined board of low amount of deflection |
| CN109113187A (en) * | 2018-10-15 | 2019-01-01 | 广东工业大学 | A kind of composite connector for steel-concrete combined structure |
| CN109537453A (en) * | 2018-12-18 | 2019-03-29 | 中交公路规划设计院有限公司 | Low clearance groove profile steel reinforced concrete combination beam |
| CN114991318A (en) * | 2022-06-13 | 2022-09-02 | 中国化学工程第十一建设有限公司 | Connecting device, steel concrete structure and steel concrete structure installation method |
-
2017
- 2017-03-23 CN CN201720288373.2U patent/CN206599915U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108930349A (en) * | 2018-08-09 | 2018-12-04 | 江苏银环新型建材科技有限公司 | A kind of profiled sheet concrete combined board of low amount of deflection |
| CN109113187A (en) * | 2018-10-15 | 2019-01-01 | 广东工业大学 | A kind of composite connector for steel-concrete combined structure |
| CN109537453A (en) * | 2018-12-18 | 2019-03-29 | 中交公路规划设计院有限公司 | Low clearance groove profile steel reinforced concrete combination beam |
| CN114991318A (en) * | 2022-06-13 | 2022-09-02 | 中国化学工程第十一建设有限公司 | Connecting device, steel concrete structure and steel concrete structure installation method |
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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: 20171031 Termination date: 20210323 |