CN206289751U - A kind of assembled steel plate concrete combined shear wall and floor support plate connecting node - Google Patents
A kind of assembled steel plate concrete combined shear wall and floor support plate connecting node Download PDFInfo
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- CN206289751U CN206289751U CN201621398131.0U CN201621398131U CN206289751U CN 206289751 U CN206289751 U CN 206289751U CN 201621398131 U CN201621398131 U CN 201621398131U CN 206289751 U CN206289751 U CN 206289751U
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- shear wall
- steel plate
- plate
- floor support
- support plate
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Abstract
The utility model belongs to building structure technology field, it is proposed that a kind of assembled steel plate concrete combined shear wall and floor support plate connecting node.Including by steel plate concrete combined shear wall（1）, floor support plate（2）And supporting plate（3）, floor support plate（2）With shear wall（1）Junction, in steel plate concrete combined shear wall outer side wing edge steel plate（4）Welding supporting plate（3）, by floor support plate（2）It is supported in welded supporting plate, supporting plate bottom is provided with ribbed stiffener（5）, shear wall outer side wing edge steel plate and support plate upper surface are all welded with peg（6）.Not only effectively with floor be attached steel plate concrete combined shear wall by the utility model, does not weaken wall section, and convenient and quick construction, and assembling degree improves a lot.
Description
Technical field
The utility model belongs to building structure technology field, and in particular to a kind of assembled steel plate concrete combined shear wall
With floor support plate connecting node.
Background technology
With the fast development of China's economic technology, assembled arthitecutral structure is increasingly paid close attention to by people.Now, I
State just promotes fabricated construction on a large scale, and wherein steel plate concrete combined shear wall is one of which system.It is by steel with it is mixed
Solidifying soil is effectively combined and forms a kind of new lateral resistant member, and concrete is improved by steel plate effect of contraction intensity, together
Shi Fahui steel high-strength lights, concrete rigidity big material property advantages.
At present, all it is much that shear wall side steel plate is opened in the connection of steel plate concrete combined shear wall and floor
Hole, wall is inserted by floor, will certainly so weaken wall section, and insertion floor parts reinforcing bar is intensive, is unfavorable for concrete
Pour, constructional difficulties, assembling depth is low.
The content of the invention
To solve the above problems, connect the utility model proposes a kind of assembled steel plate concrete combined shear wall and floor support plate
Connect node.Including by steel plate concrete combined shear wall, floor support plate and supporting plate, floor support plate and shear wall junction, in steel plate
Supporting plate is welded on combined concrete shear wall outer side wing edge steel plate, floor support plate is supported in welded supporting plate.
The steel plate concrete combined shear wall, both sides are edge of a wing steel plate, and internal casting concrete is local strong to strengthen
Degree, floor support plate and shear wall junction, set end plate, are punched on end plate, facilitate concrete to circulate, edge of a wing steel plate outside welding two
Row's peg.
The floor support plate is steel bar truss floor support plate, and processing and fabricating, poured in place concrete are shifted to an earlier date in factory.
The supporting plate is welded on steel plate concrete combined shear wall outer side wing edge steel plate by weld seam, and its lower surface is every
Ribbed stiffener is welded every a segment distance, ribbed stiffener is also welded with shear wall edge of a wing steel plate, and upper surface is also welded with three row's pegs.
The truss bars top of the floor support plate bends up in plate internal plane point, and is welded with shear wall outer side wing edge steel plate
Connect.
The utility model has the advantage of：The presence of the utility model light plate peg and supporting plate peg improves steel plate
The bonding strength of combined concrete shear wall and floor support plate, and do not weaken wall section, easy construction, quick, assembling degree
It is high.
Brief description of the drawings：
Fig. 1 is that a kind of assembled steel plate concrete combined shear wall of the utility model is cutd open with the vertical of floor support plate connecting node
Face figure；
In figure：1- steel plate concrete combined shear walls；2- floor support plates；3- supporting plates；4- edges of a wing steel plate；5- ribbed stiffeners；6-
Peg；7- end plates；8- steel bar girders；9- concrete；10- weld seams.
Specific embodiment, is described in detail to the utility model below in conjunction with the accompanying drawings：
As shown in figure 1, connecting the utility model proposes a kind of assembled steel plate concrete combined shear wall and floor support plate
Connect node.Including by steel plate concrete combined shear wall 1, floor support plate 2 and supporting plate 3, floor support plate and shear wall junction, in steel
Supporting plate 3 is welded on plate concrete combined shear wall outer side wing edge steel plate 4, floor support plate 2 is supported in welded supporting plate.
The steel plate concrete combined shear wall 1, both sides are edge of a wing steel plate 4, and internal casting concrete 9 is local to strengthen
Intensity, floor support plate and shear wall junction, set end plate 7, are punched on end plate, facilitate concrete to circulate, the weldering of edge of a wing steel plate outside
Connect two row's pegs 6.
The floor support plate 2 is steel bar truss floor support plate, and processing and fabricating, poured in place concrete are shifted to an earlier date in factory.
The supporting plate 3 is welded on steel plate concrete combined shear wall outer side wing edge steel plate 4 by weld seam 10, its following table
Ribbed stiffener 5 is welded in face every a segment distance, and ribbed stiffener is also welded with shear wall edge of a wing steel plate, and upper surface is also welded with three row's pegs 6.
The top of truss bars 8 of the floor support plate 2 point bends up in plate internal plane, and with shear wall outer side wing edge steel plate 4
Welding.
The utility model concrete construction method is：First, factory process does not fill out well concrete steel plate concrete combined shear
Wall 1, steel bar truss floor support plate 2 and supporting plate 3, in advance in shear wall and floor junction welded bands hole end plate 7, in supporting plate
3 bottom welding ribbed stiffeners 5 and in shear wall outer side wing edge steel plate 4 and the upper surface weld stud 6 of supporting plate 3, put more energy into being welded with
The supporting plate 3 of rib 5 and peg 6 is soldered at shear wall end plate 7, and support plate upper surface is concordant with end plate upper surface；Then, hang
Install steel plate concrete combined shear wall 1, internal casting concrete 9；Next lifting steel bar truss floor support plate 2, makes its end
It is supported in supporting plate 3, truss bars top and shear wall outer side wing edge steel plate is carried out into Site Welding, finally pours build floor and mix
Solidifying soil.
Specific embodiment of the utility model is the foregoing is only, the utility model is not limited to, it is all at this
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements done etc. should be included in the utility model
Protection domain within.
Claims (5)
1. a kind of assembled steel plate concrete combined shear wall and floor support plate connecting node, it is characterised in that：Including being mixed by steel plate
Solidifying local soil type combination shearing wall（1）, floor support plate（2）And supporting plate（3）, floor support plate and shear wall junction, in steel plate concrete combination
Shear wall outer side wing edge steel plate（4）Upper welding supporting plate（3）, by floor support plate（2）It is supported in welded supporting plate.
2. a kind of assembled steel plate concrete combined shear wall according to claim 1 and floor support plate connecting node, it is special
Levy and be：The steel plate concrete combined shear wall（1）, both sides are edge of a wing steel plate（4）, internal casting concrete（9）, to strengthen
Local strength, floor support plate and shear wall junction, set end plate（7）, punched on end plate, facilitate concrete to circulate, steel plate outside
Weld two row's pegs（6）.
3. a kind of assembled steel plate concrete combined shear wall according to claim 1 and floor support plate connecting node, it is special
Levy and be：The floor support plate（2）It is steel bar truss floor support plate, processing and fabricating, poured in place concrete is shifted to an earlier date in factory.
4. a kind of assembled steel plate concrete combined shear wall according to claim 1 and floor support plate connecting node, it is special
Levy and be：The supporting plate（3）By weld seam（10）It is welded on steel plate concrete combined shear wall outer side wing edge steel plate（4）On,
Its lower surface welds ribbed stiffener every a segment distance（5）, ribbed stiffener also with shear wall edge of a wing steel plate weld, upper surface is also welded with three
Row's peg（6）.
5. a kind of assembled steel plate concrete combined shear wall according to claim 1 and floor support plate connecting node, it is special
Levy and be：The floor support plate（2）Truss bars（8）Top point bends up in plate internal plane, and with shear wall ala lateralis balsh
Plate（4）Welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621398131.0U CN206289751U (en) | 2016-12-20 | 2016-12-20 | A kind of assembled steel plate concrete combined shear wall and floor support plate connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621398131.0U CN206289751U (en) | 2016-12-20 | 2016-12-20 | A kind of assembled steel plate concrete combined shear wall and floor support plate connecting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206289751U true CN206289751U (en) | 2017-06-30 |
Family
ID=59104219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621398131.0U Expired - Fee Related CN206289751U (en) | 2016-12-20 | 2016-12-20 | A kind of assembled steel plate concrete combined shear wall and floor support plate connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206289751U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724540A (en) * | 2017-11-14 | 2018-02-23 | 重庆凌锋投资管理有限公司 | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates |
| CN107740509A (en) * | 2017-11-13 | 2018-02-27 | 杭萧钢构股份有限公司 | A kind of splicing node of steel plate combined shear wall |
| CN109577518A (en) * | 2018-12-05 | 2019-04-05 | 谢建林 | A kind of fabricated shear wall horizontal connection structure and construction method |
| CN109629696A (en) * | 2018-12-28 | 2019-04-16 | 西安建筑科技大学 | A kind of connecting node and bamboo building structure of assembled raw bamboo assembled wall board and floor |
| CN110725402A (en) * | 2019-10-09 | 2020-01-24 | 浙江东南网架股份有限公司 | Multi-cavity combined shear wall and H-shaped steel beam assembled node and construction method thereof |
| CN111485657A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Floor plate and shear wall corner steel structure for assembly type building and connecting method thereof |
| CN113123502A (en) * | 2021-04-08 | 2021-07-16 | 安徽中擎住宅工业发展有限公司 | Prefabricated assembled occlusion steel plate light floor set for constructional engineering |
| CN113737981A (en) * | 2021-08-23 | 2021-12-03 | 清华大学 | Connection node of reinforced concrete floor and steel plate concrete shear wall |
| CN113737980A (en) * | 2021-08-23 | 2021-12-03 | 清华大学 | Connection node of reinforced concrete floor and reinforced concrete shear wall |
| CN114232811A (en) * | 2021-12-10 | 2022-03-25 | 上海应用技术大学 | Dry-type connecting joint for assembled concrete shear wall and floor support plate and construction method thereof |
-
2016
- 2016-12-20 CN CN201621398131.0U patent/CN206289751U/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740509B (en) * | 2017-11-13 | 2023-09-12 | 杭萧钢构股份有限公司 | Splicing node of steel plate combined shear wall |
| CN107740509A (en) * | 2017-11-13 | 2018-02-27 | 杭萧钢构股份有限公司 | A kind of splicing node of steel plate combined shear wall |
| CN107724540A (en) * | 2017-11-14 | 2018-02-23 | 重庆凌锋投资管理有限公司 | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates |
| CN109577518A (en) * | 2018-12-05 | 2019-04-05 | 谢建林 | A kind of fabricated shear wall horizontal connection structure and construction method |
| CN109629696A (en) * | 2018-12-28 | 2019-04-16 | 西安建筑科技大学 | A kind of connecting node and bamboo building structure of assembled raw bamboo assembled wall board and floor |
| CN111485657A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Floor plate and shear wall corner steel structure for assembly type building and connecting method thereof |
| CN110725402A (en) * | 2019-10-09 | 2020-01-24 | 浙江东南网架股份有限公司 | Multi-cavity combined shear wall and H-shaped steel beam assembled node and construction method thereof |
| CN110725402B (en) * | 2019-10-09 | 2024-06-04 | 浙江东南网架股份有限公司 | Multi-cavity combined shear wall and H-shaped steel beam assembled node and construction method thereof |
| CN113123502A (en) * | 2021-04-08 | 2021-07-16 | 安徽中擎住宅工业发展有限公司 | Prefabricated assembled occlusion steel plate light floor set for constructional engineering |
| CN113737981B (en) * | 2021-08-23 | 2023-02-24 | 清华大学 | Connection node of reinforced concrete floor and steel plate concrete shear wall |
| CN113737980B (en) * | 2021-08-23 | 2023-02-24 | 清华大学 | Connection node of reinforced concrete floor and reinforced concrete shear wall |
| CN113737980A (en) * | 2021-08-23 | 2021-12-03 | 清华大学 | Connection node of reinforced concrete floor and reinforced concrete shear wall |
| CN113737981A (en) * | 2021-08-23 | 2021-12-03 | 清华大学 | Connection node of reinforced concrete floor and steel plate concrete shear wall |
| CN114232811A (en) * | 2021-12-10 | 2022-03-25 | 上海应用技术大学 | Dry-type connecting joint for assembled concrete shear wall and floor support plate and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170630 Termination date: 20171220 |
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| CF01 | Termination of patent right due to non-payment of annual fee |