CN206328896U - A kind of lattice pillar compound shear wall - Google Patents
A kind of lattice pillar compound shear wall Download PDFInfo
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- CN206328896U CN206328896U CN201621479037.8U CN201621479037U CN206328896U CN 206328896 U CN206328896 U CN 206328896U CN 201621479037 U CN201621479037 U CN 201621479037U CN 206328896 U CN206328896 U CN 206328896U
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Abstract
The utility model discloses a kind of lattice pillar compound shear wall, including the wall with semi-enclosed cavity connected and composed by the first lattice pole unit and the second lattice column unit interval, wall end is respectively and fixedly provided with edge constraint component one enclosed cavity body structure of formation, two C-type steel plates that first lattice pole unit is oppositely arranged including opening, c-type batten plate is provided between the left-end point of C-type steel plate, the position of correspondence left-end point C-type steel plate is provided with c-type batten plate between the right end of C-type steel plate, the two ends of c-type batten plate are separately fixed on two C-type steel plates, second lattice pole unit is the first lattice pole unit stood upside down, spacing is uneven between the c-type batten plate that the left-end point of C-type steel plate is provided with, structure pole unit, which has, is cast with concrete cavity, economy is superior, processing is simple, Practical Performance is extensive, and the new builing structure system of fully-automatic production can be carried out completely, be conducive to energy-saving and emission-reduction, haze is contributed to administer, improve standardized production degree.
Description
Technical field
The utility model belongs to technical field of structural engineering, and in particular to a kind of lattice pillar compound shear wall.
Background technology
Nigh-level synthesis is the product of modern times economic and technical development, with China's presumption principle steel construction energetically
The policy support of building and the active demand for solving steel production capacity surplus, when following steel building will enter high speed development
Phase.With the development of science and technology with demand of the people to building, steel building progressively develops to high-rise direction, in order to effective
Improve the lateral resistance behavior of high-rise steel structure, steel plate combined shear wall meet the tendency of as a kind of new lateral resisting structure system and
Raw, party eighteen major report proposes to carry forward vigorously Ecological Civilization Construction, in September, 2016, and the General Office of the State Council is on greatly developing
(2016) No. 71 files are sent out by the instruction Office of the State Council of assembled architecture, it is desirable to according to being applicable, economy, safety, green, it is attractive in appearance will
Ask, promote mode of construction innovation, greatly develop assembly concrete building and steel building, advocated in the place satisfied the requirements
Develop Modern Wood Construction, improve constantly ratio of the assembled architecture in new building.Adhere to standardized designs, batch production
Production, prefabricated construction, integrated finishing, information system management, intelligent Application, improve technical level and construction quality, promote
Building industry transition and upgrade.At present in country's steel structure technique, except existing brace and frame body in regulatory documents
Exist outside system, steel frame-concrete shear wall system, also in Novel steel Pipe bundle structure system, but said structure system and use steel
Measure that bigger than normal, cost of manufacture is higher, use many deficiencies such as scope is limited.
Utility model content
The purpose of this utility model is to provide a kind of lattice pillar compound shear wall, and economy is superior, processing is simple, real
It is extensive with performance, and the new builing structure system of fully-automatic production can be carried out completely, be conducive to energy-saving and emission-reduction, contribute to haze
Administer, improve standardized production degree.
To be up to above-mentioned purpose the technical solution adopted by the present invention：A kind of lattice pillar compound shear wall, including by first
The wall with semi-enclosed cavity that lattice pole unit and the second lattice column unit interval are connected and composed, wall end is fixed
There are edge constraint component one enclosed cavity body structure of formation, two C that the first lattice pole unit is oppositely arranged including opening
The left end of correspondence C-type steel plate between multiple c-type batten plates, the right end of C-type steel plate is provided between shape steel plate, the left-end point of C-type steel plate
Hold and c-type batten plate is provided with the position of C-type steel plate, the two ends of c-type batten plate are separately fixed at formation cross section on two C-type steel plates and are
The semi-enclosed cavity body structure of rectangle, the second lattice pole unit is the first lattice pole unit stood upside down, the left end of C-type steel plate
Hold between the c-type batten plate that is provided with when spacing is uneven to make first lattice pole unit the second lattice column unit be end-to-end in the middle of wall
Partial c-type batten plate will not be overlapping, wall is more consolidated, the first lattice pole unit and the second lattice pole unit are respectively provided with sky
Concrete or grouting material or the packing material with bearing capacity are cast with chamber, cavity.
Described lattice column wall is provided with the connector being connected with packing material, and connector includes peg, welded reinforcement and T
Type ribbed stiffener.
The edge constraint component is rectangle steel tubing string, steel plate or C-shaped channel steel.
The shape of the cross section of the c-type batten plate and C-type steel plate is bracket shape.
The utility model beneficial effect is：Economy is superior, processing is simple, Practical Performance is extensive, and can carry out complete completely
Automatically the new builing structure system produced, is conducive to energy-saving and emission-reduction, contributes to haze to administer, and improves standardized production journey
Degree.
Brief description of the drawings
Fig. 1 is the facade structures schematic diagram of the embodiment of the utility model one,
Fig. 2 is the dimensional structure diagram of the utility model Fig. 1 embodiments,
Fig. 3 is the cross-sectional view of the first lattice pole unit of the utility model Fig. 1 embodiments,
Fig. 4 is the structural representation of the first lattice pole unit of the utility model Fig. 1 embodiments,
In figure：First lattice pole unit 1, the second lattice pole unit 2, rectangle steel tubing string 3, C-type steel plate 4, c-type batten plate 5.
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 shown in Figure 1, Figure 2, Figure 3 and Figure 4, a kind of lattice pillar compound shear wall, including by the He of the first lattice pole unit 1
The wall with semi-enclosed cavity that second lattice pole unit 2 interval is connected and composed, wall end is respectively and fixedly provided with edge constraint
Component one enclosed cavity body structure of formation, two C-type steel plates 4, C that the first lattice pole unit 1 is oppositely arranged including opening
The left-end point c-type of correspondence C-type steel plate 4 between multiple c-type batten plates 5, the right end of C-type steel plate 4 is provided between the left-end point of shape steel plate 4
C-type batten plate 5 is provided with the position of steel plate 4, the two ends of c-type batten plate 5 are separately fixed at formation cross section on two C-type steel plates 4 and are
The semi-enclosed cavity body structure of rectangle, the second lattice pole unit 2 is the first lattice pole unit 1 stood upside down, C-type steel plate 4
Spacing is uneven between the c-type batten plate 5 that left-end point is provided with when the lattice pole unit 2 of the first lattice pole unit 1 second is end-to-end
The c-type batten plate 5 of wall center section will not be overlapping, wall is more consolidated, the first lattice pole unit 1 and the second lattice pole unit
2 are respectively provided with cavity, cavity and are cast with concrete or grouting material or the packing material with bearing capacity.
Described lattice column wall is provided with the connector (not shown) being connected with packing material, and connector includes bolt
Nail, welded reinforcement and T-shaped ribbed stiffener.
The edge constraint component is rectangle steel tubing string 3.
The shape of the cross section of the c-type batten plate 5 and C-type steel plate 4 is bracket shape.
The utility model economy is superior, processing is simple, Practical Performance extensively, and can carry out the new of fully-automatic production completely
Type architectural structure system, is conducive to energy-saving and emission-reduction, contributes to haze to administer, and improves standardized production degree.
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 lattice pillar compound shear wall, it is characterised in that including by the first lattice pole unit (1) and the second lattice column list
The wall with semi-enclosed cavity that first (2) interval is connected and composed, wall end is respectively and fixedly provided with edge constraint component formation one
Individual enclosed cavity body structure, two C-type steel plates (4) that the first lattice pole unit (1) is oppositely arranged including opening, C-type steel plate
(4) correspondence C-type steel plate (4) left-end point C between multiple c-type batten plates (5), the right end of C-type steel plate (4) is provided between left-end point
C-type batten plate (5) is provided with the position of shape steel plate (4), the two ends of c-type batten plate (5) are separately fixed at shape on two C-type steel plates (4)
Into the semi-enclosed cavity body structure that cross section is rectangle, the second lattice pole unit (2) is the first lattice pole unit stood upside down
(1) spacing is uneven between the c-type batten plate (5) that, the left-end point of C-type steel plate (4) is provided with makes the lattice of the first lattice pole unit (1) second
The c-type batten plate (5) of wall center section will not be overlapping when structure pole unit (2) is end-to-end, the first lattice pole unit (1) and second
Lattice pole unit (2), which is respectively provided with, is cast with concrete or grouting material or the filling material with bearing capacity in cavity, cavity
Material.
2. lattice pillar compound shear wall according to claim 1, it is characterised in that described lattice column wall be provided with
The connector of packing material connection, connector includes peg, welded reinforcement and T-shaped ribbed stiffener.
3. lattice pillar compound shear wall according to claim 1, it is characterised in that the edge constraint component is rectangle
Steel pipe column (3), steel plate or C-shaped channel steel.
4. lattice pillar compound shear wall according to claim 1, it is characterised in that the c-type batten plate (5) and C-type steel plate
(4) shape of cross section is bracket shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621479037.8U CN206328896U (en) | 2016-12-30 | 2016-12-30 | A kind of lattice pillar compound shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621479037.8U CN206328896U (en) | 2016-12-30 | 2016-12-30 | A kind of lattice pillar compound shear wall |
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| Publication Number | Publication Date |
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| CN206328896U true CN206328896U (en) | 2017-07-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621479037.8U Active CN206328896U (en) | 2016-12-30 | 2016-12-30 | A kind of lattice pillar compound shear wall |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316515A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with bolt-type batten plate |
| CN108643391A (en) * | 2018-03-23 | 2018-10-12 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with groove profile batten plate |
| CN109853782A (en) * | 2019-01-03 | 2019-06-07 | 华南理工大学 | A kind of fabricated shear wall and construction method |
| CN111042384A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | A double-layer steel plate shear wall with double-curled channel steel mouth |
| CN113818597A (en) * | 2021-11-02 | 2021-12-21 | 中建科技有限公司华东分公司 | A kind of prefabricated composite shear wall and preparation method thereof |
-
2016
- 2016-12-30 CN CN201621479037.8U patent/CN206328896U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316515A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with bolt-type batten plate |
| CN108643391A (en) * | 2018-03-23 | 2018-10-12 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with groove profile batten plate |
| CN108643391B (en) * | 2018-03-23 | 2024-01-12 | 广东省建筑科学研究院集团股份有限公司 | Prefabricated steel plate combined shear wall with grooved batten plates |
| CN109853782A (en) * | 2019-01-03 | 2019-06-07 | 华南理工大学 | A kind of fabricated shear wall and construction method |
| CN111042384A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | A double-layer steel plate shear wall with double-curled channel steel mouth |
| CN111042384B (en) * | 2019-12-29 | 2021-10-01 | 北京工业大学 | A double-layer steel plate shear wall with double-curled channel steel mouth |
| CN113818597A (en) * | 2021-11-02 | 2021-12-21 | 中建科技有限公司华东分公司 | A kind of prefabricated composite shear wall and preparation method thereof |
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| CP01 | Change in the name or title of a patent holder |
Address after: 310000 room 1205, South Building, 10 world leading tower, Hangzhou, Zhejiang Patentee after: Hangzhou Han Tuo Construction Technology Co., Ltd. Address before: 310000 room 1205, South Building, 10 world leading tower, Hangzhou, Zhejiang Patentee before: Hangzhou Han Tuo Architectural Design Co., Ltd. |
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| CP01 | Change in the name or title of a patent holder |