CN206570998U - A kind of new lattice pillar compound shear wall - Google Patents
A kind of new lattice pillar compound shear wall Download PDFInfo
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- CN206570998U CN206570998U CN201720246671.5U CN201720246671U CN206570998U CN 206570998 U CN206570998 U CN 206570998U CN 201720246671 U CN201720246671 U CN 201720246671U CN 206570998 U CN206570998 U CN 206570998U
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- lattice
- shear wall
- compound shear
- wall
- pillar compound
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Abstract
The utility model discloses a kind of new lattice pillar compound shear wall, it is sequentially connected and constitutes above and below multiple lattice pillar compound shear wall units, lattice pillar compound shear wall unit includes the edge constraint component that wall and wall end are respectively and fixedly provided with, wall includes multiple end to end lattice columns, wall upper end is connected with diaphragm plate, diaphragm plate is correspondingly provided with multiple through holes at the upper port position of multiple lattice columns for constituting wall, the rectangle internal lining pipe being connected in lattice column provided with one end with lattice column lower end, the rectangle internal lining pipe being connected in edge constraint component provided with one end with edge constraint member lower, it is to connect to realize by equal and another lattice pillar compound shear wall unit the diaphragm plate of the other end of multiple rectangle internal lining pipes of a lattice pillar compound shear wall unit that two lattice pillar compound shear wall units, which are vertically connected with, the full industrialized production of component is realized by precast shear wall unit, simplify architectural process, it is economic and environment-friendly, improve the stability of quality.
Description
Technical field
The utility model belongs to building engineering field, and in particular to a kind of new lattice pillar compound shear wall.
Background technology
In assembled arthitecutral structure, scene splicing is an important step of component formation system, the combination of lattice pillar
Shear wall is to reach the key for completing whole system by scene splicing, while the advantage of structure steel fabrication can be played, improves dress
Assembly rate is built with formula, the full industrialized production of component is realized.
Utility model content
The purpose of this utility model is a kind of new lattice pillar compound shear wall of offer, passes through prefabricated shear wall list
Member to scene, fix each other by splicing, realizes the full industrialized production of component, plays the advantage of structure steel fabrication, improves assembled
Assembly rate is built, accelerates the duration, the pollution duration of site operation is reduced, simplifies architectural process, it is economic and environment-friendly, improve quality
Stability.
For up to above-mentioned purpose, major technique solution of the present utility model is to provide a kind of new lattice pillar combination and cut
Power wall, is sequentially connected above and below multiple lattice pillar compound shear wall units and constitutes, and lattice pillar compound shear wall unit includes
The edge constraint component that wall and wall end are respectively and fixedly provided with, wall includes multiple end to end lattice columns, and wall upper end connects
Diaphragm plate is connected to, diaphragm plate is correspondingly provided with multiple through holes, lattice column at the upper port position of multiple lattice columns for constituting wall
Provided with one end and edge constraint component in the interior rectangle internal lining pipe being connected provided with one end with lattice column lower end, edge constraint component
The rectangle internal lining pipe of connection is held, two lattice pillar compound shear wall units, which are vertically connected with, to be cut by a lattice pillar combination
Equal and another lattice pillar compound shear wall unit the diaphragm plate connection of the other end of multiple rectangle internal lining pipes of power wall unit
Realize.
The lattice column by a pair of opposing long C-type steel plate and two short c-types being located between two long C-type steel plate
Steel plate is constituted.
The lattice column provided with two c-type interior lining panels, one end of two c-type interior lining panels respectively with the front end face of lattice column and
Rear end face is connected, and the other ends of two c-type interior lining panels is connected with the front-end and back-end of diaphragm plate respectively, so as to realize wall upper end
With being connected for diaphragm plate.
The rectangle internal lining pipe is that cross section is rectangle and the tubular structure being open up and down.
The lattice pillar compound shear wall unit to be prefabricated in factory, multiple lattice pillar compound shear wall units
It is vertically connected with and splices and be welded and fixed for scene, multiple through holes is carried on diaphragm plate, so as to lattice pillar compound shear wall cavity
Concrete or grouting material are cast with interior concrete casting, the new lattice pillar compound shear wall or with bearing capacity
Packing material.
The utility model beneficial effect is：By prefabricated shear-wall element to scene, splicing is fixed each other, is realized
The full industrialized production of component, plays the advantage of structure steel fabrication, improves assembled architecture assembly rate, accelerates the duration, reduction scene
The pollution duration of construction, simplifies architectural process, economic and environment-friendly, improves the stability of quality.
Brief description of the drawings
Fig. 1 is the structural representation of the embodiment of the utility model one,
Fig. 2 is the elevational schematic view of Fig. 1 embodiments,
Fig. 3 is the top view of Fig. 1 embodiments,
In figure：Edge constraint component 1, lattice column 2, diaphragm plate 3, through hole 4, rectangle internal lining pipe 5, long C-type steel plate 6, short c-type
Steel plate 7, c-type interior lining panel 8.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, the every other embodiment that those of ordinary skill in the art are obtained all belongs to
The scope protected in the utility model.
As Figure 1-3, a kind of new lattice pillar compound shear wall described by the present embodiment, by multiple lattice pillars
Composition is sequentially connected above and below compound shear wall unit, lattice pillar compound shear wall unit, which includes wall and wall end, to be fixed
Some edge constraint components 1, wall includes multiple end to end lattice columns 2, and wall upper end is connected with diaphragm plate 3, diaphragm plate 3
It is correspondingly provided with the upper port position of multiple lattice columns 2 for constituting wall in multiple through holes 4, lattice column 2 and is provided with one end dative
The square being connected in the rectangle internal lining pipe 5 of the lower end of structure post 2 connection, edge constraint component 1 provided with one end with the lower end of edge constraint component 1
Shape internal lining pipe 5, it is by a lattice pillar compound shear wall unit that two lattice pillar compound shear wall units, which are vertically connected with,
Multiple rectangle internal lining pipes 5 the other end and another lattice pillar compound shear wall unit diaphragm plate 3 connection realization.
The lattice column 2 by a pair of opposing long C-type steel plate 6 and be located at two short between two long C-type steel plate 6
C-type steel plate 7 is constituted.
The lattice column 2 is provided with two c-type interior lining panels 8, the front end of one end of two c-type interior lining panels 8 respectively with lattice column 2
Face and rear end face connection, the other end of two c-type interior lining panels 8 are connected with the front-end and back-end of diaphragm plate 3 respectively, so as to realize wall
Body upper end is connected with diaphragm plate 3.
The rectangle internal lining pipe 5 is that cross section is rectangle and the tubular structure being open up and down.
The lattice pillar compound shear wall unit to be prefabricated in factory, multiple lattice pillar compound shear wall units
It is vertically connected with and splices and be welded and fixed for scene, multiple through holes 4 is carried on diaphragm plate 3, so as to lattice pillar compound shear wall chamber
Concrete or grouting material are cast with internal concrete casting, the new lattice pillar compound shear wall or with carrying energy
The packing material of power.
The utility model by prefabricated shear-wall element to scene, fix each other by splicing, realizes that component is industrialized entirely
Production, plays the advantage of structure steel fabrication, improves assembled architecture assembly rate, accelerates the duration, when reducing the pollution of site operation
It is long, simplify architectural process, it is economic and environment-friendly, improve the stability of quality.
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 protection domain of the present utility model.
Claims (4)
1. a kind of new lattice pillar compound shear wall, it is characterised in that above and below multiple lattice pillar compound shear wall units
Composition is sequentially connected, lattice pillar compound shear wall unit includes the edge constraint component that wall and wall end are respectively and fixedly provided with
(1), wall includes multiple end to end lattice columns (2), and wall upper end is connected with diaphragm plate (3), and diaphragm plate (3) is constituting wall
It is correspondingly provided with the upper port position of multiple lattice columns (2) of body in multiple through holes (4), lattice column (2) and is provided with one end and lattice
Connect in the rectangle internal lining pipe (5) of post (2) lower end connection, edge constraint component (1) provided with one end with edge constraint component (1) lower end
The rectangle internal lining pipe (5) connect, two lattice pillar compound shear wall units, which are vertically connected with, to be cut by a lattice pillar combination
Equal and another lattice pillar compound shear wall unit the diaphragm plate of the other end of multiple rectangle internal lining pipes (5) of power wall unit
(3) connection is realized.
2. new lattice pillar compound shear wall according to claim 1, it is characterised in that the lattice column (2) is by a pair
The long C-type steel plate (6) being oppositely arranged and the two short C-type steel plate (7) being located between two long C-type steel plate (6) are constituted.
3. new lattice pillar compound shear wall according to claim 1, it is characterised in that the lattice column (2) is provided with two
Individual c-type interior lining panel (8), one end of two c-type interior lining panels (8) is connected with the front end face and rear end face of lattice column (2) respectively, two
The other end of c-type interior lining panel (8) is connected with the front-end and back-end of diaphragm plate (3) respectively, so as to realize wall upper end and diaphragm plate
(3) be connected.
4. new lattice pillar compound shear wall according to claim 1, it is characterised in that the rectangle internal lining pipe (5) is
Cross section is rectangle and the cylinder structure being open up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720246671.5U CN206570998U (en) | 2017-03-14 | 2017-03-14 | A kind of new lattice pillar compound shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720246671.5U CN206570998U (en) | 2017-03-14 | 2017-03-14 | A kind of new lattice pillar compound shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206570998U true CN206570998U (en) | 2017-10-20 |
Family
ID=60054253
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201720246671.5U Active CN206570998U (en) | 2017-03-14 | 2017-03-14 | A kind of new lattice pillar compound shear wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN206570998U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980227A (en) * | 2020-08-20 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Full-assembly mortise-tenon joint modularized multi-cavity steel plate combined shear wall and manufacturing method thereof |
| CN111980226A (en) * | 2020-08-20 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Full-assembly mortise-tenon connection multi-cavity steel plate combined shear wall and construction method thereof |
| CN112663824A (en) * | 2020-12-15 | 2021-04-16 | 哈尔滨工业大学（深圳） | Assembled spliced corrugated steel plate concrete combined shear wall and manufacturing method thereof |
-
2017
- 2017-03-14 CN CN201720246671.5U patent/CN206570998U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980227A (en) * | 2020-08-20 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Full-assembly mortise-tenon joint modularized multi-cavity steel plate combined shear wall and manufacturing method thereof |
| CN111980226A (en) * | 2020-08-20 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Full-assembly mortise-tenon connection multi-cavity steel plate combined shear wall and construction method thereof |
| CN111980227B (en) * | 2020-08-20 | 2022-05-24 | 中国建筑标准设计研究院有限公司 | Full-assembly mortise-tenon joint modularization multi-cavity steel plate combined shear wall and manufacturing method thereof |
| CN111980226B (en) * | 2020-08-20 | 2022-05-24 | 中国建筑标准设计研究院有限公司 | Full-assembly mortise-tenon connection multi-cavity steel plate combined shear wall and construction method thereof |
| CN112663824A (en) * | 2020-12-15 | 2021-04-16 | 哈尔滨工业大学（深圳） | Assembled spliced corrugated steel plate concrete combined shear wall and manufacturing method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| 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: 310000 room 1205, South Block, Lingjun World Building, No.10 Chaowang Road, Xiacheng District, Hangzhou City, Zhejiang Province Patentee before: Hangzhou Han Tuo Architectural Design Co., Ltd. |