CN208650328U - Connecting node between a kind of assembling steel plate-Combined concrete wall wall - Google Patents
Connecting node between a kind of assembling steel plate-Combined concrete wall wall Download PDFInfo
- Publication number
- CN208650328U CN208650328U CN201820456543.8U CN201820456543U CN208650328U CN 208650328 U CN208650328 U CN 208650328U CN 201820456543 U CN201820456543 U CN 201820456543U CN 208650328 U CN208650328 U CN 208650328U
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- China
- Prior art keywords
- wall
- steel plate
- concrete
- connecting node
- combined concrete
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- Expired - Fee Related
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to building structure technology field, discloses connecting node between a kind of assembling steel plate-Combined concrete wall wall.Including by upper steel plate-Combined concrete wall (1) and lower steel plate-Combined concrete wall (2), three row longitudinal direction joint bars (3) are arranged in upper and lower steel plate and concrete composite wall junction, each reserved bolt hole of steel plate and concrete composite wall both ends square steel tube upper and lower side, double thread pull rod (7) are installed in hole for fixing the positioning plate (6) of two sides, bar shaped hole is opened among positioning plate, site welding connection, casting concrete inside wall are carried out in upper and lower wall seam crossing.The utility model not only improves shear wall junction intensity, but also lifts convenient, surfacing, and convenient and quick construction, assembling degree improves a lot.
Description
Technical field
The invention belongs to building structure technology fields, and in particular to connect between a kind of assembling steel plate-Combined concrete wall wall
Connect node.
Background technique
Instantly, China's Process of Housing Industrialization is gradually accelerated, and country puts into effect a large amount of policies and encourages and develop assembled architecture.
Assembling steel plate-Combined concrete wall is to be effectively combined steel and concrete to form a kind of novel lateral resistant member,
Concrete is improved by steel plate effect of contraction intensity, while having played the big material property of steel high-strength light, concrete rigidity
Advantage.
However, can only be in the vertical connecting node of the upper and lower layer wall of assembling steel plate-Combined concrete wall construction at present
Wall two sides steel plate is welded together, causes steel plate and concrete composite wall junction local strength to weaken, and largely connect
The problems such as mode lifting construction difficulty is big, node surface out-of-flatness is very prominent.
Summary of the invention
The technical problem to be solved by the present invention is to provide a kind of assembling degree height, liftings conveniently, surfacing
Steel plate and concrete composite wall wall between connecting node.
The technical solution adopted in the utility model is: connecting node between a kind of assembling steel plate-Combined concrete wall wall, packet
It includes by upper steel plate-Combined concrete wall and lower steel plate-Combined concrete wall, upper and lower steel plate and concrete composite wall junction arrangement
Three row longitudinal direction joint bars, seam crossing carry out site welding connection, and each steel plate and concrete composite wall both ends square steel tube upper and lower side is each pre-
A bolt hole is stayed, double thread pull rod is installed in hole for fixing the positioning plate of two sides, carries out site welding in upper and lower wall seam crossing
It connects in succession, casting concrete inside wall.
Further, the upper and lower steel plate and concrete composite wall wall thickness should be consistent, and is equipped with and adds between two side wing edge steel plates
Strength rib.
Further, three row longitudinal direction joint bar is welded on ribbed stiffener and edge square steel tube, and length is greater than 400mm, and midpoint
Positioned at shear wall seam crossing.
Further, also there are bolts hole at the lifting positioning plate both ends, stay bolt hole corresponding with upper and lower steel tube place, spiral shell
Keyhole diameter is more slightly larger than screw diameter.
Utility model has the advantages that improving the intensity of upper and lower layer steel plate and concrete composite wall junction, lift
Easy for construction, assembling degree is high, contact surfacing, smooth, convenient for finishing.
Detailed description of the invention:
Fig. 1 is the overall effect figure of connecting node embodiment between assembling steel plate of the present invention-Combined concrete wall wall；
Fig. 2 is the sectional view of connecting node embodiment between assembling steel plate of the present invention-Combined concrete wall wall；
Fig. 3 is the main view of connecting node embodiment between assembling steel plate of the present invention-Combined concrete wall wall.
In figure: 1- upper steel plate-Combined concrete wall；2- lower steel plate-Combined concrete wall；The longitudinal direction 3- joint bar；4- ribbed stiffener；
5- square steel tube；6- positioning plate；7- bolt；8- wall weld seam.
Specific embodiment
The present invention is described in detail with reference to the accompanying drawing:
As shown in Figure 1, 2, 3, the present invention discloses connecting node between a kind of assembling steel plate-Combined concrete wall wall,
Including by upper steel plate-Combined concrete wall and lower steel plate-Combined concrete wall, upper and lower steel plate and concrete composite wall junction cloth
Set three row longitudinal direction joint bars 3, seam crossing carries out site welding connection, above and below each steel plate and concrete composite wall both side ends square steel tube
Each reserved bolt hole is held, double thread pull rod 7 is installed in hole for connected positioning plate 6, carries out scene in upper and lower wall seam crossing
It is welded to connect, casting concrete inside wall.
Further, the upper and lower steel plate and concrete composite wall wall thickness should be consistent, and is equipped with and adds between two side wing edge steel plates
Strength rib 4.
Further, three row longitudinal direction joint bar 3 is welded on ribbed stiffener 4 and edge square steel tube 5, length be greater than 400mm, and in
Point is located at shear wall seam crossing.
Further, also there are bolts hole at the lifting positioning plate both ends, stay bolt hole corresponding with upper and lower steel tube place, spiral shell
Keyhole diameter is more slightly larger than screw diameter.
Particular embodiments described above has carried out into one the purpose of this utility model, technical scheme and beneficial effects
Step is described in detail, it should be understood that being not limited to this foregoing is merely specific embodiment of the utility model
Invention, within the spirit and principle of the utility model, any modification, equivalent substitution, improvement and etc. done should be included in
Within the protection scope of the utility model.
Claims (5)
1. connecting node between a kind of assembling steel plate-Combined concrete wall wall, it is characterised in that: including by upper steel plate-concrete
Faced wall (1) and lower steel plate-Combined concrete wall (2), upper and lower steel plate and concrete composite wall junction arrange that three rows longitudinally insert
Muscle (3), seam crossing carry out site welding connection, each reserved bolt of each steel plate and concrete composite wall both ends square steel tube upper and lower side
Hole is installed with double thread pull rod (7) in hole for fixing the positioning plate (6) of two sides, carries out site welding in upper and lower wall seam crossing
Connection, wall inside casting concrete.
2. connecting node between a kind of assembling steel plate according to claim 1-Combined concrete wall wall, it is characterised in that:
The upper and lower steel plate and concrete composite wall wall thickness should be consistent, and is equipped with ribbed stiffener (4) between two side wing edge steel plates.
3. connecting node between a kind of assembling steel plate according to claim 1-Combined concrete wall wall, it is characterised in that:
Three row longitudinal direction joint bar (3) is welded on ribbed stiffener (4) and edge square steel tube (5), length be greater than 400mm, and midpoint be located at cut
Power wall seam crossing.
4. connecting node between a kind of assembling steel plate according to claim 1-Combined concrete wall wall, it is characterised in that:
Also there are bolts hole at positioning plate (6) both ends, stay bolt hole corresponding with upper and lower steel tube place, diameter of bolt hole is than screw rod
Diameter is slightly larger.
5. connecting node between a kind of assembling steel plate according to claim 1-Combined concrete wall wall, it is characterised in that:
It is provided with strip hole among the positioning plate (6), hole will expose the seam of upper and lower wall, facilitate welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820456543.8U CN208650328U (en) | 2018-04-03 | 2018-04-03 | Connecting node between a kind of assembling steel plate-Combined concrete wall wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820456543.8U CN208650328U (en) | 2018-04-03 | 2018-04-03 | Connecting node between a kind of assembling steel plate-Combined concrete wall wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208650328U true CN208650328U (en) | 2019-03-26 |
Family
ID=65775685
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820456543.8U Expired - Fee Related CN208650328U (en) | 2018-04-03 | 2018-04-03 | Connecting node between a kind of assembling steel plate-Combined concrete wall wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208650328U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110219391A (en) * | 2019-06-21 | 2019-09-10 | 华南理工大学 | A kind of fabricated shear wall and construction method |
| CN110513147A (en) * | 2019-07-01 | 2019-11-29 | 中国铁路设计集团有限公司 | Separated tunnel partition wall in a kind of |
-
2018
- 2018-04-03 CN CN201820456543.8U patent/CN208650328U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110219391A (en) * | 2019-06-21 | 2019-09-10 | 华南理工大学 | A kind of fabricated shear wall and construction method |
| CN110513147A (en) * | 2019-07-01 | 2019-11-29 | 中国铁路设计集团有限公司 | Separated tunnel partition wall in a kind of |
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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: 20190326 Termination date: 20200403 |