CN206752741U - A kind of vertical connecting node of prefabricated assembled shear wall - Google Patents
A kind of vertical connecting node of prefabricated assembled shear wall Download PDFInfo
- Publication number
- CN206752741U CN206752741U CN201720514778.3U CN201720514778U CN206752741U CN 206752741 U CN206752741 U CN 206752741U CN 201720514778 U CN201720514778 U CN 201720514778U CN 206752741 U CN206752741 U CN 206752741U
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- China
- Prior art keywords
- shear wall
- precast shear
- steel plate
- horizontal connection
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Abstract
The utility model discloses a kind of prefabricated assembled vertical connecting node of shear wall, including upper precast shear wall and lower precast shear wall, upper and lower precast shear wall is reserved with embedded U-shaped steel plate respectively, and U-shaped steel plate both sides are reserved with corresponding bolt hole respectively；Also include horizontal connection steel framework, horizontal connection steel framework entirety Cheng " Nian " font, the corresponding bolt hole of precast shear wall is reserved with horizontal connection steel framework；Upper and lower precast shear wall lifting forms overall structure to fixing horizontal connection steel framework by high-strength bolt after connecting；The vertical connecting node of prefabricated assembled shear wall of the present utility model, it is simple in construction, it is easy for construction, it is not required to that by wet trade construction operation can be completed, the duration can be greatly decreased；The good deformation performance of steel is made full use of simultaneously, ensures that component has preferable ductility, anti-seismic performance, globality and stability are preferable, are worthy to be popularized.
Description
Technical field
Building engineering field is the utility model is related to, more particularly to a kind of vertical connecting node of prefabricated assembled shear wall.
Background technology
With the continuous development of Urbanization in China, and energy-saving and environmental protection engineering not advocated, increasing pre-
Fabricated construction pattern processed continuously emerges, and existing prefabricated assembled joint structure wet type connection is more, and dry type connects
There is attachment structure is complicated, construction inconvenience, while connect insecure, the defects of stress performance is bad.
Utility model content
A kind of the defects of the purpose of this utility model is to overcome prior art, there is provided simple in construction, easy for installation, stress
Dependable performance and the vertical connecting node of prefabricated assembled shear wall for being not required to complete construction by wet trade, the prefabricated dress
What the technical scheme with the vertical connecting node of formula shear wall was realized in：
A kind of vertical connecting node of prefabricated assembled shear wall, including upper precast shear wall and lower precast shear wall, it is described
Upper and lower precast shear wall is reserved with embedded U-shaped steel plate respectively, and the U-shaped steel plate both sides are reserved with corresponding bolt hole respectively；
The vertical connecting node of prefabricated assembled shear wall also includes horizontal connection steel framework, the horizontal connection steel framework entirety Cheng " Nian "
Font, including a horizontal steel plate and two vertical steel plates, the horizontal connection steel framework are structure as a whole, and are reserved with two vertical steel plates
The corresponding bolt hole of precast shear wall；The upper precast shear wall and lower precast shear wall lifting to after connecting by high-strength
The U-shaped steel plate that horizontal connection steel framework and upper and lower precast shear wall are reserved is fixedly connected by bolt, so as to by upper and lower precast shear wall
Overall structure is connected into by horizontal connection steel plate.
Further, the U-shaped steel plate is embedded in inside the precast shear wall, the vertical reinforced-bar-welding of precast shear wall
In the inner side of U-shaped steel plate.
Further, also it is reserved with support member below the horizontal steel plate of the horizontal connection steel plate.
Further, set aside pre-embedded anchoring piece, the pre-buried anchor are gone back in the middle part of the horizontal steel plate of the horizontal connection steel framework
Firmware stretches into the inside of the precast shear wall.
The vertical connecting node of prefabricated assembled shear wall of the present utility model, it is simple in construction, it is easy for construction, it is not required to through overly moist
Operation can complete construction operation, and the duration can be greatly decreased；The good deformation performance of steel is made full use of simultaneously, ensures component
With preferable ductility, anti-seismic performance, globality and stability are preferable, are worthy to be popularized.
Brief description of the drawings
Fig. 1 is the structural representation after the utility model installation；
Fig. 2 is the exploded perspective view before the utility model is not installed.
Reference：The upper precast shear walls of 1-, precast shear wall under 2-, 3-U shape steel plates, the upper precast shear wall U-shaped steels of 31-
Plate, precast shear wall U-shaped steel plate under 32-, 301- reserve steel plate bolt hole, 4- horizontal connection steel plates, 41- horizontal connection steel plate spiral shells
Keyhole, 5- high-strength bolts, 6- support members.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Such as Fig. 1~Fig. 2, a kind of prefabricated assembled vertical connecting node of shear wall, including upper precast shear wall 1 are prefabricated with
Shear wall 2, the upper precast shear wall 1 and lower precast shear wall 2 are reserved with embedded upper precast shear wall U-shaped steel plate 31 respectively
With lower precast shear wall U-shaped steel plate 32, the both sides of U-shaped steel plate 3 are reserved with corresponding bolt hole 301 respectively；It is described prefabricated
The vertical connecting node of fabricated shear wall also includes horizontal connection steel framework 4, the overall Cheng " Nian of horizontal connection steel framework 4 " font,
Including a horizontal steel plate and two vertical steel plates, the horizontal connection steel framework 4 is structure as a whole, and is reserved with two vertical steel plates prefabricated
The corresponding bolt hole 41 in U-shaped steel crab bolt hole 301 on shear wall；The upper precast shear wall 1 and lower precast shear wall 2 lift
To after connecting by high-strength bolt 5 by reserved U-shaped of horizontal connection steel framework 4 and upper precast shear wall 1 and lower precast shear wall 2
Steel plate 3 is fixedly connected, so as to which upper precast shear wall 1 and lower precast shear wall 2 are connected into integral knot by horizontal connection steel plate 4
Structure.
When it is implemented, the U-shaped steel plate 3 is embedded in inside the precast shear wall, the vertical reinforcement of precast shear wall
It is welded on the inner side of U-shaped steel plate 3.
When it is implemented, also it is reserved with support member 6 below the horizontal steel plate of the horizontal connection steel plate 4.
When it is implemented, set aside pre-embedded anchoring piece is gone back in the middle part of the horizontal steel plate of the horizontal connection steel framework 4, it is described pre-buried
Anchoring piece stretches into the inside of the precast shear wall.
Technology contents and technical characteristic of the present utility model have revealed that as above those skilled in the art still may base
The replacement and modification without departing substantially from the utility model in essence are made in teaching of the present utility model, therefore, the utility model protection
Scope is not limited to the content disclosed in embodiment, also including various replacements and modification without departing substantially from the utility model in essence.
Claims (4)
1. a kind of vertical connecting node of prefabricated assembled shear wall, including upper precast shear wall and lower precast shear wall, its feature
It is：The precast shear wall up and down is reserved with embedded U-shaped steel plate respectively, and the U-shaped steel plate both sides are reserved with corresponding respectively
Bolt hole；The vertical connecting node of prefabricated assembled shear wall also includes horizontal connection steel framework, the horizontal connection steel framework
Overall is in " Nian " font, including a horizontal steel plate and two vertical steel plates, the horizontal connection steel framework are structure as a whole, two vertical steels
The corresponding bolt hole of precast shear wall is reserved with plate；The upper precast shear wall and lower precast shear wall lifting to connect with
Horizontal connection steel framework is fixedly connected with the U-shaped steel plate that upper and lower precast shear wall is reserved by high-strength bolt afterwards, so as to by up and down
Precast shear wall connects into overall structure by horizontal connection steel plate.
2. the vertical connecting node of prefabricated assembled shear wall according to claim 1, it is characterised in that：The U-shaped steel plate
It is embedded in inside the precast shear wall, the vertical reinforced-bar-welding of precast shear wall is in the inner side of U-shaped steel plate.
3. the vertical connecting node of prefabricated assembled shear wall according to claim 1, it is characterised in that：The horizontal connection
Support member is also reserved with below the horizontal steel plate of steel plate.
4. the vertical connecting node of prefabricated assembled shear wall according to claim 1, it is characterised in that：The horizontal connection
Set aside pre-embedded anchoring piece is gone back in the middle part of the horizontal steel plate of steel framework, the pre-buried anchoring piece stretches into the inside of the precast shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720514778.3U CN206752741U (en) | 2017-05-10 | 2017-05-10 | A kind of vertical connecting node of prefabricated assembled shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720514778.3U CN206752741U (en) | 2017-05-10 | 2017-05-10 | A kind of vertical connecting node of prefabricated assembled shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206752741U true CN206752741U (en) | 2017-12-15 |
Family
ID=60617950
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720514778.3U Expired - Fee Related CN206752741U (en) | 2017-05-10 | 2017-05-10 | A kind of vertical connecting node of prefabricated assembled shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206752741U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108130962A (en) * | 2017-12-29 | 2018-06-08 | 中国十七冶集团有限公司 | A kind of band waves the assembly of shear wall structure of friction energy-dissipating horizontal joint |
| CN109594687A (en) * | 2018-12-18 | 2019-04-09 | 五冶集团上海有限公司 | A kind of nodal connection device and its methods and applications for vertical shear wall piece |
| CN109898667A (en) * | 2019-03-22 | 2019-06-18 | 中南大学 | A kind of the assembled RC shear wall structure and its construction method of dry type connection |
| WO2020019947A1 (en) * | 2018-07-24 | 2020-01-30 | 张春巍 | Vertical damping bearing connector for shear wall, and installation method therefor |
| CN110792164A (en) * | 2019-11-12 | 2020-02-14 | 燕山大学 | Transverse assembling device and method for assembled shear wall |
| CN111519826A (en) * | 2020-07-02 | 2020-08-11 | 中国船舶重工集团国际工程有限公司 | Assembly type stiff concrete shear wall structure with embedded connecting steel plates and manufacturing method |
| CN112376798A (en) * | 2020-11-09 | 2021-02-19 | 广州大学 | Assembled steel-UHPC beam plate structure based on bolted connection and manufacturing method thereof |
-
2017
- 2017-05-10 CN CN201720514778.3U patent/CN206752741U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108130962A (en) * | 2017-12-29 | 2018-06-08 | 中国十七冶集团有限公司 | A kind of band waves the assembly of shear wall structure of friction energy-dissipating horizontal joint |
| WO2020019947A1 (en) * | 2018-07-24 | 2020-01-30 | 张春巍 | Vertical damping bearing connector for shear wall, and installation method therefor |
| CN109594687A (en) * | 2018-12-18 | 2019-04-09 | 五冶集团上海有限公司 | A kind of nodal connection device and its methods and applications for vertical shear wall piece |
| CN109898667A (en) * | 2019-03-22 | 2019-06-18 | 中南大学 | A kind of the assembled RC shear wall structure and its construction method of dry type connection |
| CN110792164A (en) * | 2019-11-12 | 2020-02-14 | 燕山大学 | Transverse assembling device and method for assembled shear wall |
| CN110792164B (en) * | 2019-11-12 | 2021-03-12 | 燕山大学 | Transverse assembling device and method for assembled shear wall |
| CN111519826A (en) * | 2020-07-02 | 2020-08-11 | 中国船舶重工集团国际工程有限公司 | Assembly type stiff concrete shear wall structure with embedded connecting steel plates and manufacturing method |
| CN111519826B (en) * | 2020-07-02 | 2020-10-27 | 中国船舶重工集团国际工程有限公司 | Assembly type stiff concrete shear wall structure with embedded connecting steel plates and manufacturing method |
| CN112376798A (en) * | 2020-11-09 | 2021-02-19 | 广州大学 | Assembled steel-UHPC beam plate structure based on bolted connection and manufacturing method thereof |
| CN112376798B (en) * | 2020-11-09 | 2023-07-28 | 广州大学 | Assembled steel-UHPC beam plate structure based on bolt connection and manufacturing method thereof |
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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: 20171215 Termination date: 20180510 |