CN102661010A - Composite shear wall - Google Patents
Composite shear wall Download PDFInfo
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- CN102661010A CN102661010A CN201210151246XA CN201210151246A CN102661010A CN 102661010 A CN102661010 A CN 102661010A CN 201210151246X A CN201210151246X A CN 201210151246XA CN 201210151246 A CN201210151246 A CN 201210151246A CN 102661010 A CN102661010 A CN 102661010A
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Abstract
The invention discloses a composite shear wall which comprises a masonry wall, peripheral steel plate strips arranged on two vertical surfaces of the masonry wall, and steel plate inclined struts, wherein the peripheral steel plate strips are arranged along the four sides of corresponding vertical surfaces of the masonry wall; the peripheral steel plate strips on two adjacent sides are connected to form a steel plate framework; the opposite angles of the steel plate framework are connected through the steel plate inclined strut; and the peripheral steel plate strips on the two opposite sides of the masonry wall are connected through split bolts penetrating through the masonry wall, and the steel plate inclined struts are connected through split bolts penetrating through the masonry wall. The composite shear wall disclosed by the invention has a multi-layer framework structure, can improve the ductility of the wall, is convenient to mount and reduces the construction cost.
Description
Technical field
The invention belongs to the technical field of structural engineering in the civil engineering industry, relate to a kind of compound shear wall.
Background technology
At present, the composite class shear wall mainly comprises the compound shear wall of steel plate external wrapping concrete compound shear wall, one-sided steel plate-concrete combined shear wall, band i iron frame etc.This type of combined shear body of wall makes full use of the buckling strength and the concrete compressive strength of steel plate mainly through the combination between steel and the concrete, reaches the ductility and the energy dissipation capacity that improve seismic shear wall.But above-mentioned seismic shear wall body is mainly used in the newly-built building structure.For existing building, run into raising that storey-adding reconstruction or seismic design require etc. through regular meeting, thereby cause the anti-side rigidity of existing building structure not meet the demands, need set up the shear wall of some during reinforcing design for this reason.
Based on 5.12 earthquake field investigation results in 2008, the infilled wall of frame construction played tangible contribution to the anti-side rigidity that improves frame construction, under horizontal force action, was prone to generation X-shaped crack, destroyed out-of-plane collapsing to be taken place when serious.
In addition, sharply descend along with being engaged in simple blue-collar number of workers on China building site, labor cost also improves gradually.Therefore, be necessary to develop a kind of level opposing supporting capacity, easy construction that can improve frame construction, can make full use of the novel combination shear wall of existing masonry infilled wall again.
Summary of the invention
Technical problem:The invention provides and a kind ofly be applicable to existing multistory frame structure, can improve wall ductility, be convenient to install, reduce the compound shear wall of construction cost.
Technical scheme:Compound shear wall of the present invention; Comprise allowable ratio of height to sectional thickness of masonry wall or column, be arranged on peripheral steel plate band and steel plate diagonal brace on allowable ratio of height to sectional thickness of masonry wall or column two facades; Four limits of periphery steel plate band allowable ratio of height to sectional thickness of masonry wall or column facade along the place are provided with, and the peripheral steel plate band of two adjacent edges connects, and forms a steel plate framework; The diagonal angle of steel plate framework connects through the steel plate diagonal brace, between the relative peripheral steel plate band in allowable ratio of height to sectional thickness of masonry wall or column both sides, connect by the split bolt that passes allowable ratio of height to sectional thickness of masonry wall or column between the steel plate diagonal brace.
Among the present invention, the thickness of peripheral steel plate band and steel plate diagonal brace is 3 ~ 30mm.
Among the present invention, between peripheral steel plate band and the steel plate diagonal brace through being welded to connect.
Among the present invention, allowable ratio of height to sectional thickness of masonry wall or column is that common solid or building-block and the binding material of thickness 120 ~ 370mm built the infilled wall that forms by laying bricks or stones.
Among the present invention, spacing is 200 ~ 400 times of steel plate thickness between the two adjacent split bolts.
Among the present invention, the diameter of split bolt is 10 ~ 30mm.
Beneficial effect:The present invention compares with prior art, has the following advantages:
1. steel plate belongs to ductile material, possesses higher energy dissipation capacity; After steel plate and masonry make up through split bolt; Allowable ratio of height to sectional thickness of masonry wall or column can improve the buckling strength of steel plate effectively through lateral restraint; Steel plate diagonal brace, peripheral steel plate band form certain constraint to masonry wall; Can improve the ductility ability of body of wall, both combinations can increase the ductility and the energy dissipation capacity of shear wall better.
2. at the scene the work progress, existing frame construction is connected in compound shear wall of the present invention and the building, and the allowable ratio of height to sectional thickness of masonry wall or column in the compound shear wall can be for building or utilize existing masonry infilled wall by laying bricks or stones again.Therefore, in the seismic hardening of multistory frame structure is transformed, can utilize existing framework and infilled wall fully.
3. compound shear wall of the present invention can adopt welding and split bolt assembled by producing good steel plate diagonal brace, peripheral steel plate band and masonry filled wall in the factory at the construction field (site).Therefore, the related wet trade of the whole process of production of this compound shear wall is few and the duration short, can reduce the personnel amount and the human cost of work, and allowable ratio of height to sectional thickness of masonry wall or column is built by laying bricks or stones or assembly unit that existing infilled wall, bolt are connected with weld seam can the reduction of erection time for on-the-spot simultaneously.
4. the steel plate diagonal brace that is adopted, peripheral steel plate band and split bolt are in factory, to carry out mechanization production, can realize that mechanization produces in batch, and production efficiency is high, reduces the noise and the environment pollution of job site simultaneously;
5. light plate of the present invention-masonry assembled wall possess good detachable with re-assembly characteristic, meet sustainable development idea.
Description of drawings
Fig. 1 is the axonometric drawing of compound shear wall of the present invention;
Fig. 2 is the elevation of compound shear wall of the present invention;
Fig. 3 is the structural representation that compound shear wall of the present invention is applied to central frame;
Fig. 4 is an A-A sectional view among Fig. 2;
Fig. 5 is peripheral steel plate band and the detail drawing that is connected of steel plate diagonal brace;
Have among the figure: peripheral steel plate band 1, steel plate diagonal brace 2, allowable ratio of height to sectional thickness of masonry wall or column 3, split bolt 4, attachment weld 5, column 6, crossbeam 7.
The specific embodiment
Below will combine accompanying drawing that technical scheme of the present invention at length is described.
Compound shear wall of the present invention; Comprise allowable ratio of height to sectional thickness of masonry wall or column 3, be arranged on peripheral steel plate band 1 and steel plate diagonal brace 2 on 3 liang of facades of allowable ratio of height to sectional thickness of masonry wall or column; Periphery steel plate band 1 is along the four limits setting that belongs to allowable ratio of height to sectional thickness of masonry wall or column 3 facades, and the peripheral steel plate band 1 of two adjacent edges connects, and forms a steel plate framework; The diagonal angle of steel plate framework connects through steel plate diagonal brace 2, between the relative peripheral steel plate band 1 in allowable ratio of height to sectional thickness of masonry wall or column 3 both sides, connect by the split bolt that passes allowable ratio of height to sectional thickness of masonry wall or column 34 between the steel plate diagonal brace 2.
In one embodiment of the present of invention, the thickness of peripheral steel plate band 1 and steel plate diagonal brace 2 is 3 ~ 30mm, between peripheral steel plate band 1 and the steel plate diagonal brace 2 through being welded to connect.
In one embodiment of the present of invention, allowable ratio of height to sectional thickness of masonry wall or column 3 is built the infilled wall that forms by laying bricks or stones for common solid or building-block and the binding material of thickness 120 ~ 370mm.
In one embodiment of the present of invention, spacing is 200 ~ 400 times of steel plate thickness between the two adjacent split bolts 4, and the diameter of split bolt 4 is 10 ~ 30mm.
The peripheral steel plate band 1 and the steel plate diagonal brace 2 of compound shear wall of the present invention is symmetrically arranged in two side elevations of allowable ratio of height to sectional thickness of masonry wall or column 3; Wherein peripheral steel plate band 1 is arranged around allowable ratio of height to sectional thickness of masonry wall or column; The peripheral steel plate band 1 of two adjacent edges connects; Form a steel plate framework, steel plate diagonal brace 2 is the X-shaped setting, connects the diagonal angle of steel plate framework.
Existing frame construction is connected in compound shear wall of the present invention and the building, and allowable ratio of height to sectional thickness of masonry wall or column 3 can be an existing masonry infilled wall in the existing building, also can be that the job site is built the masonry infilled wall in the existing frame construction in building by laying bricks or stones.Steel plate diagonal brace, peripheral steel plate band carry out assembly unit through welding and split bolt and are fixed on the allowable ratio of height to sectional thickness of masonry wall or column.
The fabrication and installation step of compound shear wall of the present invention comprises:
1. confirm the horizontal applied force that the steel plate-brickwork compound shear wall need be born, main Modeling Calculation according to structural entity;
2. confirm the thickness and the width of steel plate-brickwork assembled wall light plate diagonal brace, peripheral steel plate band; Confirm split bolt spacing and screw diameter; The horizontal force that mainly in building, need bear, and given bearing capacity computation method in the existing related specifications according to this shear wall;
3. steel plate diagonal brace, peripheral steel plate band and split bolt are produced in mechanization in factory;
At the construction field (site) in the building existing steel or reinforced concrete frame inside build the masonry infilled wall by laying bricks or stones;
5. pass through welding and split bolt assembly unit steel plate diagonal brace, peripheral steel plate band at above-mentioned infilled wall or the existing infilled wall both sides of existing building, form the combined shear body of wall.
More than be merely embodiments of the invention, all equivalent structure transformations that utilizes manual of the present invention and accompanying drawing content to be done, or directly or indirectly be used in other relevant technical fields, include in scope of patent protection of the present invention.
Claims (6)
1. compound shear wall; It is characterized in that; This shear wall comprises allowable ratio of height to sectional thickness of masonry wall or column (3), is arranged on peripheral steel plate band (1) and steel plate diagonal brace (2) on said allowable ratio of height to sectional thickness of masonry wall or column (3) two facades; Four limits of said peripheral steel plate band (1) allowable ratio of height to sectional thickness of masonry wall or column (3) facade along the place are provided with, and the peripheral steel plate band (1) of two adjacent edges connects, and forms a steel plate framework; The diagonal angle of said steel plate framework connects through steel plate diagonal brace (2), between the relative peripheral steel plate band (1) in allowable ratio of height to sectional thickness of masonry wall or column (3) both sides, connect by the split bolt that passes allowable ratio of height to sectional thickness of masonry wall or column (3) (4) between the steel plate diagonal brace (2).
2. compound shear wall according to claim 1 is characterized in that, the thickness of said peripheral steel plate band (1) and steel plate diagonal brace (2) is 3 ~ 30mm.
3. compound shear wall according to claim 1 is characterized in that, between said peripheral steel plate band (1) and the steel plate diagonal brace (2) through being welded to connect.
4. compound shear wall according to claim 1 is characterized in that, described allowable ratio of height to sectional thickness of masonry wall or column (3) is built the infilled wall that forms by laying bricks or stones for common solid or building-block and the binding material of thickness 120 ~ 370mm.
5. compound shear wall according to claim 1 is characterized in that, spacing is 200 ~ 400 times of steel plate thickness between the two adjacent said split bolts (4).
6. compound shear wall according to claim 1 is characterized in that, the diameter of said split bolt (4) is 10 ~ 30mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210151246.XA CN102661010B (en) | 2012-05-16 | 2012-05-16 | Composite shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210151246.XA CN102661010B (en) | 2012-05-16 | 2012-05-16 | Composite shear wall |
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| Publication Number | Publication Date |
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| CN102661010A true CN102661010A (en) | 2012-09-12 |
| CN102661010B CN102661010B (en) | 2014-05-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210151246.XA Expired - Fee Related CN102661010B (en) | 2012-05-16 | 2012-05-16 | Composite shear wall |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178474A (en) * | 2015-07-14 | 2015-12-23 | 同济大学 | Novel masonry structure with high debris flow impact resistance |
| CN105484389A (en) * | 2014-09-21 | 2016-04-13 | 河南龙成重型钢结构有限公司 | Steel structure shear wall structure |
| CN105649196A (en) * | 2016-01-15 | 2016-06-08 | 山东乾元泽孚科技股份有限公司 | Modularized building system |
| CN106760031A (en) * | 2016-12-07 | 2017-05-31 | 郭猛 | Ductility air-entrained concrete building block faced wall |
| CN107524251A (en) * | 2017-09-22 | 2017-12-29 | 东南大学 | Prestress steel strip masonry faced wall |
| CN109506865A (en) * | 2018-12-28 | 2019-03-22 | 湖北雷迪特冷却***股份有限公司 | A kind of vibration tool |
| CN113047469A (en) * | 2021-04-07 | 2021-06-29 | 同济大学 | Brick masonry wall based on steel cable reinforced structure |
| CN114250886A (en) * | 2021-12-29 | 2022-03-29 | 中国轻工业武汉设计工程有限责任公司 | Anti-seismic diagonal bracing device |
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-
2012
- 2012-05-16 CN CN201210151246.XA patent/CN102661010B/en not_active Expired - Fee Related
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| JPH11181921A (en) * | 1997-12-25 | 1999-07-06 | Nkk Corp | Earthquake resistant wall made of steel |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484389A (en) * | 2014-09-21 | 2016-04-13 | 河南龙成重型钢结构有限公司 | Steel structure shear wall structure |
| CN105484389B (en) * | 2014-09-21 | 2017-12-22 | 河南龙成重型钢结构有限公司 | A kind of steel structure shear wall structure |
| CN105178474A (en) * | 2015-07-14 | 2015-12-23 | 同济大学 | Novel masonry structure with high debris flow impact resistance |
| CN105178474B (en) * | 2015-07-14 | 2017-12-15 | 同济大学 | It is a kind of to resist the strong new masonry structure of mud-rock-flow-impact ability |
| CN105649196A (en) * | 2016-01-15 | 2016-06-08 | 山东乾元泽孚科技股份有限公司 | Modularized building system |
| CN106760031A (en) * | 2016-12-07 | 2017-05-31 | 郭猛 | Ductility air-entrained concrete building block faced wall |
| CN106760031B (en) * | 2016-12-07 | 2019-02-19 | 郭猛 | Ductility air-entrained concrete building block faced wall |
| CN107524251A (en) * | 2017-09-22 | 2017-12-29 | 东南大学 | Prestress steel strip masonry faced wall |
| CN107524251B (en) * | 2017-09-22 | 2019-08-20 | 东南大学 | Prestress steel strip masonry faced wall |
| CN109506865A (en) * | 2018-12-28 | 2019-03-22 | 湖北雷迪特冷却***股份有限公司 | A kind of vibration tool |
| CN113047469A (en) * | 2021-04-07 | 2021-06-29 | 同济大学 | Brick masonry wall based on steel cable reinforced structure |
| CN114250886A (en) * | 2021-12-29 | 2022-03-29 | 中国轻工业武汉设计工程有限责任公司 | Anti-seismic diagonal bracing device |
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| CN102661010B (en) | 2014-05-07 |
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Granted publication date: 20140507 Termination date: 20170516 |