CN102359205A - Corrugated steel plate aseismic shear wall - Google Patents
Corrugated steel plate aseismic shear wall Download PDFInfo
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- CN102359205A CN102359205A CN2011102836584A CN201110283658A CN102359205A CN 102359205 A CN102359205 A CN 102359205A CN 2011102836584 A CN2011102836584 A CN 2011102836584A CN 201110283658 A CN201110283658 A CN 201110283658A CN 102359205 A CN102359205 A CN 102359205A
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- corrugated steel
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Abstract
The invention relates to a corrugated steel plate aseismic shear wall which comprises two corrugated steel plates, wherein the two corrugated steel plates are oppositely arranged, the corrugation difference of 180 degrees is realized, a plurality of protrudent steel members are distributed on the inner sides of the two corrugated steel plates, the two corrugated steel plates are connected together by pouring concrete, and the edges of the two corrugated steel plates are connected with an edge framework. The corrugated steel plate aseismic shear wall is high in bearing performance, strong in energy dissipation capacity and convenient to construct.
Description
Technical field
The invention belongs to the civil structure field, be used for seismic shear wall building construction or the civil engineering plank frame.
Background technology
The steel concrete seismic shear wall is widely used in multilayer and the high-rise reinforced concrete building, is the important structure that improves structural seismic performance.Chinese patent CN101705728B; Disclose a kind of corrugated steel web shear wall structure, comprised corrugated steel web and be arranged on the reinforced concrete beam column at corrugated steel web two ends, the surface preparation of corrugated steel web the roughness of 50 μ m-500 μ m; Corrugated steel web and the steel plate welding that is arranged in the reinforced concrete beam column; Corrugated steel web is vertical with plane, steel plate place, and steel plate is provided with rivet, and rivet pours in the reinforced concrete beam column fully.This patent adopts corrugated steel web to replace the reinforced concrete wall of original position; Reduce structural weight per square meter, reduced basic consumptive material, improved shock resistance greatly; Obviously improved the space availability ratio in house; But improved the construction height of building, the combining structure of corrugated steel web shear wall, making and site operation are realized easily, but its structural integrity, shear resistance, rigidity and anti-fatigue performance are not very high.
Chinese patent CN101922187A discloses a kind of corrugated steel and combined concrete shear wall; It is characterized in that; Said corrugated steel and combined concrete shear wall are formed, and are embedded in the edge frame by corrugated steel, concrete, steel mesh reinforcement, shearing resistance peg, junction plate.Wherein, the connected mode of corrugated steel and edge frame is divided two kinds of forms: if edge frame is steel frame, corrugated steel around boundary and edge steel frame through being welded to connect; If edge frame is a concrete frame, corrugated steel welding with four junction plates on the border all around, is connected with edge frame through the shearing resistance peg on the junction plate earlier again.Be furnished with at corrugated steel on the external surface of concrete one side the shearing resistance peg is set, configuration reinforcement net after-pouring concrete just can obtain this corrugated steel and combined concrete shear wall.The load-carrying properties of this compound shear wall and energy dissipation capacity all have lifting, have stronger shock resistance, but need the supporting template during fabrication, complex process, and cost is high.
Summary of the invention
The objective of the invention is the defective to existing shear wall structure, provide that a kind of load-carrying properties are high, energy dissipation capacity is strong, do not need the seismic shear wall structure of the convenient construction of template.
The technical scheme that realizes the object of the invention is:
The corrugated steel seismic shear wall comprises two corrugated steels, and two corrugated steels are provided with in opposite directions; Ripple differs 180 degree; Two corrugated steel inboards are furnished with some outstanding steel members, and two corrugated steels link together through concreting, and the edge of two corrugated steels is connected with edge frame.
Said steel member is peg or bar dowel.
The form of said corrugated steel is sinusoidal wave steel plate, or the setback steel plate.
As further improvement of the present invention, said edge frame is a concrete frame, and the edge of said two corrugated steels and edge frame syndeton are that the edge of said two corrugated steels directly embeds in the concrete frame.
As further improvement of the present invention; Said edge frame is a concrete frame; The edge of said two corrugated steels and edge frame syndeton do; The edge of said two corrugated steels is respectively equipped with reinforced hole, and the edge of reinforcing bar through reinforced hole and two corrugated steels that run through in the concrete frame runs through and be connected.
As further improvement of the present invention, said corrugated steel divides steel plate to be welded to form by some ripples, adopts the mode of dividing the steel plate welding to solve the difficult problem of transportation of heavy steel plate.
Beneficial effect of the present invention is:
(1) seismic shear wall of the present invention adopts two corrugated steels to make whole sandwich structure, does not need template, has practiced thrift cost;
(2) adopt two corrugated steels that differ 180 degree to be oppositely arranged, strengthened the mutual restraint forces between steel plate and the concrete, its elasticity shearing resistance flexing loading ratio adopts the setting of two homophase corrugated steels to exceed a lot, the outer flexing of the face that can effectively prevent; Supporting capacity is higher with the shear strength of combined concrete shear wall than a slice corrugated steel, and has stronger power consumption effect;
(3) the on-the-spot steel plate of produce in factory, inboard concreting reduces reinforcing bar binding, saves the duration.
Description of drawings
Fig. 1 is the embodiment of the invention 1 structural representation;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the C portion enlarged drawing of Fig. 2;
Fig. 4 is the B-B sectional view of Fig. 1.
Among the figure: the 1-corrugated steel, the 2-edge frame, the 3-post, the 4-beam, the 5-ripple divides steel plate, and 6-runs through reinforcing bar, 7-peg, 8-concreting, 10-corrugated steel seismic shear wall, the edge of 11-.
The specific embodiment
Further specify below in conjunction with embodiment and accompanying drawing.
Like Fig. 1, Fig. 2 and shown in Figure 3; Corrugated steel seismic shear wall 10 comprises that 1, two corrugated steel of two corrugated steels is provided with in opposite directions; Ripple differs 180 degree; Be welded with 7, two corrugated steels 1 of some pegs two corrugated steel inboards and link together through concreting 8, the edge 11 of two corrugated steels is connected with edge frame 2.Edge frame 2 is a concrete frame, is made up of the beam 4 and the right and left post 3 of upper and lower.The edge 11 of two corrugated steels with edge frame 2 syndetons does, the edge 11 of two corrugated steels is respectively equipped with reinforced hole, and beam 4 and post are interior runs through the edge 11 of reinforcing bar 6 through reinforced hole and two corrugated steels and run through and be connected.
As shown in Figure 4, corrugated steel 1 divides steel plate 9 to be welded to form through taking pin welding or two connecing by some ripples.
Claims (3)
1. corrugated steel seismic shear wall; It is characterized in that said shear wall comprises two corrugated steels, two corrugated steels are provided with in opposite directions; Ripple differs 180 degree; Two corrugated steel inboards are furnished with some outstanding steel members, and two corrugated steels link together through concreting, and the edge of two corrugated steels is connected with edge frame.
2. shear wall according to claim 1 is characterized in that, the form of said corrugated steel is the sine bellows steel plate.
3. shear wall according to claim 1 is characterized in that, said edge frame is a concrete frame, and the edge of said two corrugated steels and edge frame syndeton are that the edge of said two corrugated steels directly embeds in the concrete frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102836584A CN102359205A (en) | 2011-09-22 | 2011-09-22 | Corrugated steel plate aseismic shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102836584A CN102359205A (en) | 2011-09-22 | 2011-09-22 | Corrugated steel plate aseismic shear wall |
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| Publication Number | Publication Date |
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| CN102359205A true CN102359205A (en) | 2012-02-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN2011102836584A Pending CN102359205A (en) | 2011-09-22 | 2011-09-22 | Corrugated steel plate aseismic shear wall |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103437465A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Double-layer corrugated steel plate and composite structure partition wall |
| CN103437462A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Corrugated sheet steel shear wall provided with slot type connecting key |
| CN105887652A (en) * | 2016-03-25 | 2016-08-24 | 中铁二院工程集团有限责任公司 | Composite corrugated steel web box girder |
| CN106013502A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Detachable hanging plate type blast wall |
| CN106760019A (en) * | 2016-12-30 | 2017-05-31 | 上海建工集团股份有限公司 | One kind shearing corrugated web damper |
| CN107354957A (en) * | 2017-09-05 | 2017-11-17 | 陕西建筑产业投资集团有限公司 | A kind of pipe gallery and its construction method |
| CN108612258A (en) * | 2018-05-21 | 2018-10-02 | 同济大学 | Axial rib corrugated web steel-concrete composite coupling beams |
| CN109898699A (en) * | 2019-03-22 | 2019-06-18 | 中南大学 | A kind of fabricated ripple type steel plate shear wall structure and its construction method |
| CN110195482A (en) * | 2019-06-06 | 2019-09-03 | 上海欧本钢结构有限公司 | A kind of combined type shear wall formwork and shear wall construction process |
| CN112962822A (en) * | 2021-02-07 | 2021-06-15 | 西安理工大学 | Double-layer profiled steel sheet-recycled concrete combined shear wall and assembling method thereof |
| CN113323264A (en) * | 2021-06-15 | 2021-08-31 | 江苏建筑职业技术学院 | Energy-saving wallboard convenient for rapid assembly and preparation method thereof |
| CN113431412A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | Assembled double-layer corrugated steel plate composite shear wall and splicing method thereof |
Citations (4)
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|---|---|---|---|---|
| US4186541A (en) * | 1976-06-24 | 1980-02-05 | Sivachenko Eugene W | High strength corrugated metal plate and method of fabricating same |
| JPH07224435A (en) * | 1994-02-15 | 1995-08-22 | Ichimura Tekko:Kk | Method for forming foundation of structure and concrete form for use in it |
| CN101424106A (en) * | 2008-12-02 | 2009-05-06 | 华南理工大学 | Steel sheet regeneration mixed wall and construction method thereof |
| KR20100062105A (en) * | 2008-12-01 | 2010-06-10 | 한국수력원자력 주식회사 | Steel plate structure and construction method of joint structure of wall and slab using the same |
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2011
- 2011-09-22 CN CN2011102836584A patent/CN102359205A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4186541A (en) * | 1976-06-24 | 1980-02-05 | Sivachenko Eugene W | High strength corrugated metal plate and method of fabricating same |
| JPH07224435A (en) * | 1994-02-15 | 1995-08-22 | Ichimura Tekko:Kk | Method for forming foundation of structure and concrete form for use in it |
| KR20100062105A (en) * | 2008-12-01 | 2010-06-10 | 한국수력원자력 주식회사 | Steel plate structure and construction method of joint structure of wall and slab using the same |
| CN101424106A (en) * | 2008-12-02 | 2009-05-06 | 华南理工大学 | Steel sheet regeneration mixed wall and construction method thereof |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103437462A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Corrugated sheet steel shear wall provided with slot type connecting key |
| CN103437465A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Double-layer corrugated steel plate and composite structure partition wall |
| CN105887652A (en) * | 2016-03-25 | 2016-08-24 | 中铁二院工程集团有限责任公司 | Composite corrugated steel web box girder |
| CN106013502A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Detachable hanging plate type blast wall |
| CN106013502B (en) * | 2016-06-21 | 2019-02-12 | 沈阳建筑大学 | Removable plate-hanging type blast wall |
| CN106760019A (en) * | 2016-12-30 | 2017-05-31 | 上海建工集团股份有限公司 | One kind shearing corrugated web damper |
| CN107354957B (en) * | 2017-09-05 | 2023-08-11 | 陕西建筑产业投资集团有限公司 | Comprehensive pipe rack and construction method thereof |
| CN107354957A (en) * | 2017-09-05 | 2017-11-17 | 陕西建筑产业投资集团有限公司 | A kind of pipe gallery and its construction method |
| CN108612258A (en) * | 2018-05-21 | 2018-10-02 | 同济大学 | Axial rib corrugated web steel-concrete composite coupling beams |
| CN109898699A (en) * | 2019-03-22 | 2019-06-18 | 中南大学 | A kind of fabricated ripple type steel plate shear wall structure and its construction method |
| CN109898699B (en) * | 2019-03-22 | 2024-01-30 | 中南大学 | Assembled corrugated steel plate shear wall structure and construction method thereof |
| CN110195482A (en) * | 2019-06-06 | 2019-09-03 | 上海欧本钢结构有限公司 | A kind of combined type shear wall formwork and shear wall construction process |
| CN112962822A (en) * | 2021-02-07 | 2021-06-15 | 西安理工大学 | Double-layer profiled steel sheet-recycled concrete combined shear wall and assembling method thereof |
| CN113323264A (en) * | 2021-06-15 | 2021-08-31 | 江苏建筑职业技术学院 | Energy-saving wallboard convenient for rapid assembly and preparation method thereof |
| CN113323264B (en) * | 2021-06-15 | 2022-03-29 | 江苏建筑职业技术学院 | Energy-saving wallboard convenient for rapid assembly and preparation method thereof |
| CN113431412A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | Assembled double-layer corrugated steel plate composite shear wall and splicing method thereof |
| CN113431412B (en) * | 2021-07-01 | 2022-08-26 | 重庆大学 | Assembled double-layer corrugated steel plate composite shear wall and splicing method thereof |
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Application publication date: 20120222 |