CN207048059U - The crescent spacer connecting node of girder steel and lattice pillar compound shear wall - Google Patents
The crescent spacer connecting node of girder steel and lattice pillar compound shear wall Download PDFInfo
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- CN207048059U CN207048059U CN201720099841.1U CN201720099841U CN207048059U CN 207048059 U CN207048059 U CN 207048059U CN 201720099841 U CN201720099841 U CN 201720099841U CN 207048059 U CN207048059 U CN 207048059U
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- shear wall
- compound shear
- terminal units
- lattice pillar
- lattice
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Abstract
The utility model discloses the crescent spacer connecting node of girder steel and lattice pillar compound shear wall,Including lattice pillar compound shear wall,Girder steel and at least two pieces diaphragm plates for running through lattice pillar compound shear wall terminal units,The wall that the lattice column that lattice pillar compound shear wall includes the connection of multiple head and the tail is formed and the terminal units for being connected to wall end,The seam crossing of terminal units and diaphragm plate is connected,Diaphragm plate edge is provided with the breach for making connection inside terminal units,Girder steel includes web,Web top and bottom are respectively and fixedly provided with flange plate,Flange plate is connected with diaphragm plate,Web is connected with terminal units bolt connection or welding or overhanging bracket plate,Concrete has been poured in lattice pillar compound shear wall,Diaphragm plate is U-shaped or crescent structure,Breach is U-shaped or crescent diaphragm plate opening,Realize the full industrialized production of component,Improve lattice pillar compound shear wall body assembling degree simultaneously,Simplify pouring step,Accelerate construction progress.
Description
Technical field
The utility model belongs to field of steel structure, and in particular to the crescent spacer of girder steel and lattice pillar compound shear wall
Connecting node.
Background technology
In building structure, the strong weak component of node be design in core Con trolling index, lattice pillar compound shear wall body
System is to form a kind of complete effective structural system by lattice pillar compound shear wall and girder steel, and girder steel combines with lattice pillar
The connecting node of shear wall is the key that this system is realized, internal force is transmitted by node between wall and beam, node
It is securely and reliably the premise for ensureing structure trouble free service, but structural elements is locally strong in lattice pillar compound shear wall system now
Degree is weaker, and lattice pillar compound shear wall body assembling degree is relatively low, pours step complexity, and construction progress is slower.
Utility model content
The purpose of this utility model is the crescent spacer connecting node for providing girder steel and lattice pillar compound shear wall,
The advantage of structure steel fabrication has been played, has realized the full industrialized production of component, while has improved the assembling of lattice pillar compound shear wall body
Change degree, pouring step is simplified, accelerates construction progress.
For the above-mentioned purpose, major technique solution of the present utility model is to provide girder steel and lattice pillar combined shear
The crescent spacer connecting node of wall, including lattice pillar compound shear wall, girder steel and at least two pieces combine through lattice pillar
The diaphragm plate of shear wall terminal units, lattice pillar compound shear wall include multiple head and the tail connection lattice column form wall and
It is connected to the terminal units of wall end, the seam crossing of terminal units and diaphragm plate is connected, and diaphragm plate edge, which is provided with, makes end
The breach of connection, girder steel include web inside end unit, and web top and bottom are respectively and fixedly provided with flange plate, flange plate and diaphragm plate
It is connected, web is connected with terminal units, and web is connected with terminal units bolt connection or welding or overhanging bracket plate,
Poured concrete in lattice pillar compound shear wall, the diaphragm plate is U-shaped or crescent structure, the breach be U types or
The opening of crescent diaphragm plate.
The diaphragm plate can assemble completion in the terminal units of lattice pillar compound shear wall, not influence other parts
Combination, reach that lattice pillar compound shear wall lattice column is assembled and the purpose of combination standard metaplasia production, be easy to lattice pillar group
Combination shearing wall standardized production, reduce production cost.
The seam crossing of the terminal units and diaphragm plate carries out flute profile welding.
The utility model beneficial effect is：The advantage of structure steel fabrication has been played, has realized the full industrialized production of component, simultaneously
Lattice pillar compound shear wall body assembling degree is improved, pouring step is simplified, accelerates construction progress.
Brief description of the drawings
Fig. 1 is the structural representation of the embodiment of the utility model one,
Fig. 2 is the front view of the utility model Fig. 1 embodiments,
Fig. 3 is the top view of the utility model Fig. 1 embodiments,
In figure：Lattice column 1, bracket plate 2, diaphragm plate 3, breach 4, web 5, flange plate 6, terminal units 7.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, every other embodiment that those of ordinary skill in the art are obtained all belongs to
In the scope of the utility model protection.
As shown in Figure 1, Figure 2 and Figure 3, the crescent of the girder steel described by the present embodiment and lattice pillar compound shear wall every
Plate connecting node, including lattice pillar compound shear wall, girder steel and at least two pieces are single through lattice pillar compound shear wall end
Member 7 diaphragm plate 3, lattice pillar compound shear wall include multiple head and the tail connection lattice column structure 1 into wall and be connected to wall
The seam crossing of the terminal units 7 of body end, terminal units 7 and diaphragm plate 3 is connected, and the edge of diaphragm plate 3, which is provided with, makes end single
The breach 4 of the inside of member 7 connection, girder steel include web 5, and the top and bottom of web 5 are respectively and fixedly provided with flange plate 6, flange plate 6 and tabula
Plate 3 is connected, and web 5 is connected with terminal units 7, web 5 and the bolt connection of terminal units 7 or welding or overhanging bracket
Plate 2 is connected, and concrete has been poured in lattice pillar compound shear wall, and the diaphragm plate 3 is U-shaped or crescent structure, described to lack
Mouth 4 is U-shaped or crescent diaphragm plate 3 opening.
The diaphragm plate 3 can be completed in assembling in the terminal units 7 of lattice pillar compound shear wall, not influence other portions
The combination of part, diaphragm plate 3, which is provided with breach 4, connects the inside of terminal units 7, causes to mix to lattice pillar compound shear wall
When solidifying soil pours, simplify and pour step, integration and have higher intensity, shorten the duration, reach lattice pillar group
The assembly of combination shearing wall lattice column and the purpose of combination standard metaplasia production, are easy to lattice pillar compound shear wall standardized production, drop
Low production cost.
The seam crossing of the terminal units 7 and diaphragm plate 3 carries out flute profile welding.
The utility model has played the advantage of structure steel fabrication, realizes the full industrialized production of component, while improve lattice column
Formula combined shear wall assembling degree, simplifies pouring step, accelerates construction progress.
The utility model is not limited to above-mentioned preferred forms, and anyone can draw under enlightenment of the present utility model
Other various forms of products, however, make any change in its shape or structure, it is every that there is same as the present application or phase
Approximate technical scheme, all falls within the scope of protection of the utility model.
Claims (3)
1. the crescent spacer connecting node of girder steel and lattice pillar compound shear wall, including lattice pillar compound shear wall, steel
Beam and at least two pieces diaphragm plates (3) through the terminal units (7) of lattice pillar compound shear wall, lattice pillar compound shear wall
The wall that lattice column (1) including the connection of multiple head and the tail is formed and the terminal units (7) for being connected to wall end, terminal units
(7) it is connected with the seam crossing of diaphragm plate (3), it is characterised in that diaphragm plate (3) edge, which is provided with, makes terminal units (7) internal
The breach (4) of connection, girder steel include web (5), and web (5) top and bottom are respectively and fixedly provided with flange plate (6), flange plate (6) with
Diaphragm plate (3) is connected, and web (5) is connected with terminal units (7), and coagulation has been poured in lattice pillar compound shear wall
Soil, diaphragm plate (3) are U-shaped or crescent structure, and breach (4) is U-shaped or crescent diaphragm plate (3) opening.
2. the crescent spacer connecting node of girder steel according to claim 1 and lattice pillar compound shear wall, its feature
It is that the web (5) is connected with terminal units (7) bolt connection or welding or overhanging bracket plate (2).
3. the crescent spacer connecting node of girder steel according to claim 1 and lattice pillar compound shear wall, its feature
It is that the seam crossing of the terminal units (7) and diaphragm plate (3) carries out flute profile welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720099841.1U CN207048059U (en) | 2017-01-23 | 2017-01-23 | The crescent spacer connecting node of girder steel and lattice pillar compound shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720099841.1U CN207048059U (en) | 2017-01-23 | 2017-01-23 | The crescent spacer connecting node of girder steel and lattice pillar compound shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207048059U true CN207048059U (en) | 2018-02-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720099841.1U Active CN207048059U (en) | 2017-01-23 | 2017-01-23 | The crescent spacer connecting node of girder steel and lattice pillar compound shear wall |
Country Status (1)
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| CN (1) | CN207048059U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109707069A (en) * | 2018-12-14 | 2019-05-03 | 哈尔滨工业大学（深圳） | One kind connecting detachable prefabricated modularization shear wall and its assembly method based on fashioned iron |
| CN110468966A (en) * | 2019-08-29 | 2019-11-19 | 内蒙古科技大学 | Intersect the steel plate concrete wall and steel beam joint of U-shaped connector based on assembled |
-
2017
- 2017-01-23 CN CN201720099841.1U patent/CN207048059U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109707069A (en) * | 2018-12-14 | 2019-05-03 | 哈尔滨工业大学（深圳） | One kind connecting detachable prefabricated modularization shear wall and its assembly method based on fashioned iron |
| CN110468966A (en) * | 2019-08-29 | 2019-11-19 | 内蒙古科技大学 | Intersect the steel plate concrete wall and steel beam joint of U-shaped connector based on assembled |
| CN110468966B (en) * | 2019-08-29 | 2021-08-24 | 内蒙古科技大学 | Steel plate concrete wall and steel beam joint based on assembled type crossed U-shaped connecting piece |
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Legal Events
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: Room 1706-2, Beigan Science Park, building 1, Zhongdong International Silver Tower, Beigan street, Xiaoshan District, Hangzhou City, Zhejiang Province Patentee after: Hangzhou Han Tuo Construction Technology Co., Ltd. Address before: 1205, room 10, south wing, world leading building, No. 310000 tide Road, Xiacheng District, Hangzhou, Zhejiang Patentee before: Hangzhou Han Tuo Architectural Design Co., Ltd. |
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| CP03 | Change of name, title or address |