CN207582727U - Double steel plate-concrete shear force wall side column inner lining pipe type connecting joint structure - Google Patents
Double steel plate-concrete shear force wall side column inner lining pipe type connecting joint structure Download PDFInfo
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- CN207582727U CN207582727U CN201721341839.7U CN201721341839U CN207582727U CN 207582727 U CN207582727 U CN 207582727U CN 201721341839 U CN201721341839 U CN 201721341839U CN 207582727 U CN207582727 U CN 207582727U
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- shear force
- concrete shear
- steel plate
- steel pipe
- force wall
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Abstract
The utility model discloses double steel plate concrete shear force wall side column inner lining pipe type connecting joint structures, including multigroup component, each group of component includes double steel plate concrete shear force wall, it is respectively welded on the left and right sides wall of double steel plate concrete shear force wall and is fixed with a quadrate steel pipe column, the upper and lower ends of each quadrate steel pipe column are arranged at intervals to form groove with the upper and lower ends of double steel plate concrete shear force wall respectively, are connected respectively by liner tube type connector between the left side quadrate steel pipe column that upper and lower two groups of components are correspondingly arranged and between the quadrate steel pipe column of right side.The utility model load transmits clearly, and easy to make, low cost, Assembling is convenient, highly practical.
Description
Technical field
The utility model is related to a kind of building structure shear wall side column connecting node structure, more specifically, being related to one
Kind double steel plate-concrete shear force wall side column inner lining pipe type connecting joint structure.
Background technology
Under the background for creating " resource-conserving, environmentally friendly " society, double steel plate-concrete shear force wall has higher
Bearing capacity, good ductility and the Hysteresis Behavior stablized are not required to formwork supporting plate, construction speed relative to traditional concrete shear force wall
Degree is fast, and wall body is thin, effectively reduces dead load to a certain extent.
Double steel plate-concrete shear force wall with newel post is double steel plate-concrete shear force wall the most common type form, by
It is made of, can weld together with newel post two blocks of steel plates outside double steel plate-concrete shear force wall, it is easy to connect.
It, can be level with reference to its construction features since double steel plate-concrete shear force wall mainly considers the stress in its plane
Double steel plate-concrete shear force wall of stress regards the deep beam of a vertical direction as in load action lower plane, by the middle part of shear wall
Gradually increase to tension and compression internal force suffered by both ends newel post direction, tension and compression internal force suffered by newel post is maximum.
Since internal force suffered by newel post is maximum, upper and lower steel plate concrete shear wall newel post splicing becomes most important, at present
Some newel post's connecting methods and its defect are as follows：
1st, spliced using the method for reserved grout hole and protruding bar, still need to wet construction, the used time splices matter long
It is weak to measure controllability.
2nd, column end welding splicing, site welding heavy workload, difficulty of construction danger level increase, weldquality controllability
It is weak.
3rd, existing joint form is excessively dull, is unfavorable for abundant architectural image and innovation structure system.
Invention content
It being capable of prefabricated and processing installation the purpose of the utility model is to overcome a kind of component the shortcomings that prior art, is provided
Convenient double steel plate-concrete shear force wall side column inner lining pipe type connecting joint structure.
The utility model is to be achieved through the following technical solutions：
The double steel plate of the utility model-concrete shear force wall side column inner lining pipe type connecting joint structure, including multigroup component,
Each group of component includes double steel plate-concrete shear force wall, and the double steel plate-concrete shear force wall is two blocks of external steel plates and interior
Portion's core concrete composite structure is respectively welded on the left and right sides wall of the double steel plate-concrete shear force wall and is fixed with
A piece quadrate steel pipe column, the upper and lower ends of each quadrate steel pipe column respectively with the upper and lower ends interval of double steel plate-concrete shear force wall
It sets and forms groove, lead to respectively between the left side quadrate steel pipe column that upper and lower two groups of components are correspondingly arranged and between the quadrate steel pipe column of right side
It crosses liner tube type connector to be connected, the liner tube type connector described in each includes rectangular steel tube, among the rectangular steel tube
Outer wall on be provided with square boss, two quadrate steel pipe columns settings up and down are inserted into simultaneously in the both sides up and down of the rectangular steel tube respectively
And be fixedly linked with upper and lower two quadrate steel pipe columns, the shape of the rectangular steel tube and the inside square hole shape of quadrate steel pipe column are kissed
It closes, the square boss is arranged on the double steel plate-concrete of top steel pipe column and lower part steel pipe column respectively with being correspondingly arranged
The installation groove shape formed in the groove that shear wall is formed and with two grooves is coincide, the double steel plate-concrete shear force wall on top
Support is arranged on double steel plate-concrete shear force wall of lower part.
The beneficial effects of the utility model are：Load transmits clearly, and easy to make, low cost, Assembling is convenient, practical
Property is strong.
Description of the drawings
Fig. 1 is that the explosion of the double steel plate-concrete shear force wall side column inner lining pipe type connecting joint structure of the utility model is shown
It is intended to；
Fig. 2 is that the assembling of the double steel plate-concrete shear force wall side column inner lining pipe type connecting joint structure of the utility model is shown
It is intended to；
Fig. 3 is the steel pipe column structure diagram in structure shown in FIG. 1；
Fig. 4 is double steel plate-concrete shear wall structure schematic diagram in structure shown in FIG. 1；
Fig. 5 is the structure diagram of the lined connector in structure shown in FIG. 1.
Specific embodiment
Below in conjunction with the accompanying drawings, specific embodiment of the present utility model is described in detail.
Double steel plate-concrete shear force wall side column inner lining pipe type the connecting joint structure of the utility model as shown in drawings,
Including multigroup component, each group of component includes double steel plate-concrete shear force wall 2, and the double steel plate-concrete shear force wall 2 is
Two blocks of external steel plates and internal core concrete combined structure, in the left and right sides wall of the double steel plate-concrete shear force wall 2
On be respectively welded and be fixed with a quadrate steel pipe column 1, the upper and lower ends of each quadrate steel pipe column 1 are cut respectively with double steel plate-concrete
The upper and lower ends of power wall 2 are arranged at intervals to form groove, between the left side quadrate steel pipe column 1 that upper and lower two groups of components are correspondingly arranged and right
It is connected respectively by liner tube type connector 3 between side steel pipe column 1, the liner tube type connector 3 described in each includes square bar
Pipe, is provided with square boss, the both sides up and down of the rectangular steel tube are inserted respectively on the outer wall among the rectangular steel tube
Enter up and down two quadrate steel pipe columns 1 set and be fixedly linked with upper and lower two quadrate steel pipe columns 1, the shape of the rectangular steel tube with
The inside square hole shape of quadrate steel pipe column 1 is coincide, and the square boss is arranged on top steel pipe column and lower part steel pipe column difference
The installation groove shape formed in the groove formed with the double steel plate-concrete shear force wall 2 being correspondingly arranged and with two grooves is coincide,
The support of double steel plate-concrete shear force wall 2 on top is arranged on double steel plate-concrete shear force wall 2 of lower part.
As a kind of embodiment of the utility model, the rectangular steel tube and two square steel tubes up and down being correspondingly arranged
It uses and is welded and fixed between column 1.
As the another embodiment of the utility model, in the upper and lower part of the quadrate steel pipe column 1 described in each
Threaded connection hole is had on antetheca, rear wall and outer wall, in the screw thread with top quadrate steel pipe column and lower part quadrate steel pipe column
Have threaded connection hole on the corresponding rectangular steel tube position of connecting hole, the inner lining pipe type connector 3 with up and down
Quadrate steel pipe column 1 is respectively by passing through the bolt 4 of the two threaded connection hole to be fixedly connected.
Claims (3)
1. double steel plate-concrete shear force wall side column inner lining pipe type connecting joint structure, it is characterised in that：Including multigroup component, often
One group of component includes double steel plate-concrete shear force wall, and the double steel plate-concrete shear force wall is two blocks of external steel plates and inside
Core concrete composite structure is respectively welded on the left and right sides wall of the double steel plate-concrete shear force wall and is fixed with one
Root quadrate steel pipe column, the upper and lower ends of each quadrate steel pipe column are set respectively with the upper and lower ends interval of double steel plate-concrete shear force wall
It puts to form groove, pass through respectively between the left side quadrate steel pipe column that upper and lower two groups of components are correspondingly arranged and between the quadrate steel pipe column of right side
Liner tube type connector is connected, and the liner tube type connector described in each includes rectangular steel tube, among the rectangular steel tube
Be provided with square boss on outer wall, the both sides up and down of the rectangular steel tube be inserted into respectively two quadrate steel pipe columns settings up and down and
It being fixedly linked with upper and lower two quadrate steel pipe columns, the shape of the rectangular steel tube and the inside square hole shape of quadrate steel pipe column are coincide,
The square boss is arranged on the double steel plate-concrete shear of top steel pipe column and lower part steel pipe column respectively with being correspondingly arranged
The installation groove shape formed in the groove that wall is formed and with two grooves is coincide, the double steel plate-concrete shear force wall support on top
It is arranged on double steel plate-concrete shear force wall of lower part.
2. double steel plate according to claim 1-concrete shear force wall side column inner lining pipe type connecting joint structure, feature exist
In：It uses and is welded and fixed between the rectangular steel tube and two quadrate steel pipe columns 1 up and down being correspondingly arranged.
3. double steel plate according to claim 1-concrete shear force wall side column inner lining pipe type connecting joint structure, feature exist
In：Threaded connection hole is had on the antetheca, rear wall and outer wall of the upper and lower part of the quadrate steel pipe column described in each,
It is had on rectangular steel tube position corresponding with the threaded connection hole of top quadrate steel pipe column and lower part quadrate steel pipe column
Threaded connection hole, the inner lining pipe type connector and upper and lower quadrate steel pipe column are respectively by both passing through the bolt of threaded connection hole
It is fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721341839.7U CN207582727U (en) | 2017-10-18 | 2017-10-18 | Double steel plate-concrete shear force wall side column inner lining pipe type connecting joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721341839.7U CN207582727U (en) | 2017-10-18 | 2017-10-18 | Double steel plate-concrete shear force wall side column inner lining pipe type connecting joint structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207582727U true CN207582727U (en) | 2018-07-06 |
Family
ID=62729070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721341839.7U Expired - Fee Related CN207582727U (en) | 2017-10-18 | 2017-10-18 | Double steel plate-concrete shear force wall side column inner lining pipe type connecting joint structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207582727U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755956A (en) * | 2018-06-26 | 2018-11-06 | 青岛理工大学 | Steel column and column self-locking type node |
| CN108978998A (en) * | 2018-10-09 | 2018-12-11 | 安徽建筑大学 | A kind of connecting node between tier building assembled square bar tubing string |
| CN111733986A (en) * | 2020-07-13 | 2020-10-02 | 青岛理工大学 | Double-steel-pipe concrete beam column node with built-in FRP (fiber reinforced plastic) rib connecting device and installation method |
| CN112227564A (en) * | 2020-11-05 | 2021-01-15 | 中交第四航务工程勘察设计院有限公司 | Steel plate composite shear wall bolt splicing node and shear wall |
-
2017
- 2017-10-18 CN CN201721341839.7U patent/CN207582727U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755956A (en) * | 2018-06-26 | 2018-11-06 | 青岛理工大学 | Steel column and column self-locking type node |
| CN108978998A (en) * | 2018-10-09 | 2018-12-11 | 安徽建筑大学 | A kind of connecting node between tier building assembled square bar tubing string |
| CN111733986A (en) * | 2020-07-13 | 2020-10-02 | 青岛理工大学 | Double-steel-pipe concrete beam column node with built-in FRP (fiber reinforced plastic) rib connecting device and installation method |
| CN111733986B (en) * | 2020-07-13 | 2021-04-20 | 青岛理工大学 | Double-steel-pipe concrete beam column node with built-in FRP (fiber reinforced plastic) rib connecting device and installation method |
| US11155989B1 (en) * | 2020-07-13 | 2021-10-26 | Qingdao university of technology | Double-steel tube concrete beam-column joint with internal fiber reinforced polymer (FRP) bar connectors and assembly method |
| CN112227564A (en) * | 2020-11-05 | 2021-01-15 | 中交第四航务工程勘察设计院有限公司 | Steel plate composite shear wall bolt splicing node and shear wall |
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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: 20180706 Termination date: 20181018 |