CN103883044A - Groove-shaped steel plate shear wall with inbuilt round reinforcing cages and externally pasted steel plate supports and construction method - Google Patents
Groove-shaped steel plate shear wall with inbuilt round reinforcing cages and externally pasted steel plate supports and construction method Download PDFInfo
- Publication number
- CN103883044A CN103883044A CN201410109438.3A CN201410109438A CN103883044A CN 103883044 A CN103883044 A CN 103883044A CN 201410109438 A CN201410109438 A CN 201410109438A CN 103883044 A CN103883044 A CN 103883044A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- shear wall
- round bar
- steel
- web
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention relates to a composite steel plate shear wall, in particular to a groove-shaped steel plate shear wall with inbuilt round reinforcing cages and externally pasted steel plate supports and a construction method. The groove-shaped section adapts to the arrangement form of the shear wall in a building structure. As the inner sides of two steel plates are filled with concrete, buckling deformation of the steel plates can be effectively restricted, and the bearing capacity of the steel plates is improved. The concrete on the interior is double restricted by the steel plates on the two sides, cavity-dividing partition plates and the round reinforcing cages, so that the elastic-plastic deformation capacity and the ultimate compressive strength of the concrete are enhanced. The steel plate supports can fully play a role of diagonal draw bars and provide high resistant-lateral rigidity and a large bearing capacity for the shear wall. The flange parts of the shear wall with the groove-shaped section play a good role in restricting the web wall, so that the in-plane and out-plane bearing capacity of the composite shear wall is remarkably improved. Accordingly, the composite steel plate shear wall has the high bearing capacity and the good elastic-plastic deformation capacity.
Description
Technical field
The present invention relates to the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of a kind of flute profile and the practice, be mainly used in the energy-dissipating and shock-absorbing control field in building structure.
Background technology
Along with social development and the raising of economic level, highrise building is more and more.The RC high-rise building having a large capacity and a wide range is made up of beam, post, floor and shear wall and core conventionally.Shear wall and the cylindrical shell being made up of shear wall are the cores of high-rise construction earthquake resistance, and the anti-seismic performance of shear wall and Core Walls Structure has vital effect to highrise building safe and reliable.Particularly in recent years, pursue personalized large complicated highrise building increasing, require also more and more higher to the anti-seismic performance of shear wall and Core Walls Structure.Existing reinforced concrete shear wall can not meet the antidetonation needs of super-high building structure, and research bearing capacity is high, deformability is large, energy dissipation capacity is strong, the high-performance shear wall of constructability becomes needing badly of engineering.
Steel plate shear force wall is the novel lateral resistant member of one that 20 century 70s grow up, and after this, Chinese scholars has been carried out more research, and achievement in research is applied in Practical Project.In high-rise frame-shear wall structure or framework-core wall structure, because steel plate shear force wall bearing capacity is high, good working ductility, rigidity be larger, can be used as first anti-vibration defense lines; Along with the damage of steel plate shear force wall, framework can provide certain anti-side rigidity and bearing capacity, plays the effect of second anti-vibration defense lines.Combined steel plate shearing force wall mainly contains three kinds of structural forms, comprises embedded steel plate-concrete combined shear wall, one-sided steel plate-concrete combined shear wall and double steel plate-combined concrete shear wall.Embedded steel plate and one-sided steel plate combined shear wall all adopt individual layer steel plate, performance approaches, comparing traditional reinforced concrete shear wall bearing capacity significantly improves, concrete slab retrains steel plate bending deformation to a certain extent, give full play to the mechanical property of steel plate, guarantee bearing capacity and the energy dissipation capacity of shear wall under geological process, wherein embedded steel plate combined shear wall, external wrapping concrete also can play fire prevention and antisepsis.Double steel plate shear wall comprises encased steel plate and two kinds of patterns of built-in steel plate, and wherein outsourcing double steel plate can also doublely do template, constructability; In the past about the research of double steel plate compound shear wall is less, and be only confined to I-shaped, have no the research about channel section double steel plate compound shear wall.
Summary of the invention
Technical problem to be solved by this invention is: the bearing capacity and the ductility that improve compound shear wall, the steel plate flexing of constraint steel plate combined shear wall, avoid the shear wall causing due to steel plate flexing to destroy, considered actual cross-section shape and the construction technology of compound shear wall in engineering simultaneously.In order to address this problem, the present invention proposes the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of a kind of flute profile.
The present invention has taked following technical scheme:
The outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of this flute profile, comprises edge of a wing multi-cavity steel tube 1, the outer steel plate 2 of web, point chamber dividing plate 3, round bar cage 4, steel plate support 5 and builds the concrete 6 in the edge of a wing and web body of wall, its cross sectional shape is flute profile; Round bar cage 4 is arranged in body of wall cavity; The outer steel plate 2 of web is outsourcing double steel plate form, and its outside is pasted welding steel plate and supported 5.
Described edge of a wing multi-cavity steel tube 1 is square-section, adopts steel plate or shaped steel to be welded, and can be Multicarity form by multi-disc steel plate, square steel pipe and channel-section steel Combination Welding.
The outer steel plate 2 of described web is steel sheet, and its flakiness ratio is greater than 150.
The outer steel plate 2 of the described point steel plate that chamber dividing plate 3 adopts and web is identical, the cavity length being divided into is wall thickness 1 to 3 times.
Described round bar cage 4 is distributed in each cavity of body of wall, and its stirrup adopts spiral stirrup.
Described steel plate support 5 is pasted and is welded in outer steel plate 2 outsides formation " X " shapes supports of web, and the angle of steel plate support 5 is 30 ° to 60 °.
According to technical scheme of the present invention, the preparation method of the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of this flute profile is as follows:
1) according to thickness of wall body, the outer steel plate 2 of web is positioned, and weld in inner side and a web point chamber dividing plate 3, the order that should follow from inside to outside when welding is welded successively;
2) round bar cage 4 is inserted in the web steel work having welded and location;
3) according to multi-cavity steel tube shape welded flange multi-cavity steel tube 1;
4) the web steel work and the edge of a wing multi-cavity steel tube 1 that weld and configure round bar cage to completing are located and weld;
5) paste welding steel plate in web steel plate 2 outsides and support 5;
6), to each cavity concreting, after 28 days, form the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile until maintenance.
The present invention can obtain following beneficial effect:
Concrete Filled of the present invention is in two steel plate inner sides, can effectively retrain the bending deformation of steel plate, improved the stability bearing capacity of steel plate, and the inner concrete of both sides steel plate, point chamber dividing plate and round bar cage double constraints concrete ability of elastic-plastic deformation and ultimate compressive strength are improved; Steel plate supports the effect that can give full play to diagonal member, for this shear wall provides larger anti-side rigidity and bearing capacity; Channel section shear wall edge of a wing part has good effect of contraction to web body of wall, has significantly improved the bending resistance of this compound shear wall, thereby makes double steel plate compound shear wall of the present invention have higher bearing capacity and good ability of elastic-plastic deformation.
In addition, (1) double steel plate compound shear wall of the present invention simple structure, can mass industrialized production, easy transportation and installation, and outside steel plate, at the double concrete blinding that does of construction stage, is simplified on-site construction processes; (2) owing to having adopted the form of encased steel plate, reduce concrete and damaged at the moisture in aquation stage, improve the quality of hydration reaction, thereby improved concrete durability; (3), compared with built-in single steel plate combined shear wall, the present invention substitutes a block plate, a series of adverse effects that can effectively avoid the use of super highrise building medium plate and bring with two block plates; Compared with in-line double steel plate shear wall, the edge of a wing of the present invention is stronger, and the effect of multiple seismic-proof is obvious.
Accompanying drawing explanation
Fig. 1 is outer sticking steel plate supporting steel plate shear wall (embodiment 1) sectional view of the built-in round bar cage of flute profile;
Fig. 2 is outer sticking steel plate supporting steel plate shear wall (embodiment 2) sectional view of the built-in round bar cage of flute profile;
Fig. 3 is the outer sticking steel plate supporting steel plate shear wall elevation of the built-in round bar cage of flute profile;
In figure: 1-edge of a wing multi-cavity steel tube, the outer steel plate of 2-web, 3-divides chamber dividing plate, 4-round bar cage, 5-steel plate supports, and 6-builds the concrete in the edge of a wing and web body of wall.
The specific embodiment
Below in conjunction with instantiation, the present invention will be further described:
As shown in Figure 1, the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile, comprises edge of a wing multi-cavity steel tube 1, the outer steel plate 2 of web, point chamber dividing plate 3, round bar cage 4, steel plate support 5 and builds the concrete 6 in the edge of a wing and web body of wall.It has adapted to the arrangement form of shear wall in building structure, has given full play to the effect of multiple seismic-proof simultaneously.
The outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile in the present embodiment can be made as follows:
1) according to thickness of wall body, the outer steel plate 2 of web is positioned, and weld in inner side and a web point chamber dividing plate 3, when welding, first weld inner separation steel plate, outwards divide successively block welding;
2) round bar cage 4 is inserted in the web steel work having welded and location;
3) according to multi-cavity steel tube shape welded flange multi-cavity steel tube 1;
4) the web steel work and the edge of a wing multi-cavity steel tube 1 that weld and configure round bar cage to completing are located and weld;
5) paste welding steel plate in web steel plate 2 outsides and support 5;
6), to each cavity concreting, after 28 days, form the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile until maintenance.
As shown in Figure 2, the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile, comprises edge of a wing multi-cavity steel tube 1, the outer steel plate 2 of web, point chamber dividing plate 3, round bar cage 4, steel plate support 5 and builds the concrete 6 in the edge of a wing and web body of wall.It has adapted to the arrangement form of shear wall in building structure, has given full play to the effect of multiple seismic-proof simultaneously.
The outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile in the present embodiment can be made as follows:
1) according to thickness of wall body, the outer steel plate 2 of web is positioned, and weld in inner side and a web point chamber dividing plate 3, when welding, first weld inner separation steel plate, outwards divide successively block welding;
2) round bar cage 4 is inserted in the web steel work having welded and location;
3) according to multi-cavity steel tube shape welded flange multi-cavity steel tube 1, and in its cavity, configure round bar cage 4;
4) the web steel work and the edge of a wing multi-cavity steel tube 1 that weld and configure round bar cage to completing are located and weld;
5) paste welding steel plate in web steel plate 2 outsides and support 5;
6), to each cavity concreting, after 28 days, form the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile until maintenance.
Claims (7)
1. the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile, it is characterized in that: comprise that edge of a wing multi-cavity steel tube (1), the outer steel plate (2) of web, point chamber dividing plate (3), round bar cage (4), steel plate support (5) and build the concrete (6) in the edge of a wing and web body of wall, its cross sectional shape is flute profile; Round bar cage (4) is arranged in body of wall cavity; The outer steel plate (2) of web is outsourcing double steel plate form, and its outside is pasted welding steel plate and supported (5).
2. the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile according to claim 1, it is characterized in that: edge of a wing multi-cavity steel tube (1) is square-section, adopting steel plate or shaped steel to be welded, is Multicarity form by multi-disc steel plate, square steel pipe and channel-section steel Combination Welding.
3. the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile according to claim 1, is characterized in that: the outer steel plate (2) of web is steel sheet, and its flakiness ratio is greater than 150.
4. the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile according to claim 1, is characterized in that: steel plate (2) is identical outward with web for the steel plate that point chamber dividing plate (3) adopts, the cavity length being divided into is wall thickness 1 to 3 times.
5. the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile according to claim 1, is characterized in that: round bar cage (4) is distributed in each cavity of body of wall, its stirrup spiral stirrup.
6. the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile according to claim 1, is characterized in that: steel plate support (5) is pasted to be welded in outside web and outside steel plate (2), formed the support of " X " shape, and the angle that steel plate supports (5) is 30 ° to 60 °.
7. according to the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile described in claim 1-7 any one, it is characterized in that, step is as follows:
1) according to thickness of wall body, the outer steel plate (2) of web is positioned, and divide chamber dividing plate (3) welding in inner side and web, the order that should follow from inside to outside when welding is welded successively;
2) round bar cage (4) is inserted in the web steel work having welded and location;
3) according to multi-cavity steel tube shape welded flange multi-cavity steel tube (1);
4) the web steel work and the edge of a wing multi-cavity steel tube (1) that weld and configure round bar cage to completing are located and weld, and form the steel work part of this shear wall;
5) paste welding steel plate in web steel plate (2) outside and support 5;
6), to each cavity concreting, after 28 days, form the outer sticking steel plate supporting steel plate shear wall of the built-in round bar cage of flute profile until maintenance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410109438.3A CN103883044A (en) | 2014-03-23 | 2014-03-23 | Groove-shaped steel plate shear wall with inbuilt round reinforcing cages and externally pasted steel plate supports and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410109438.3A CN103883044A (en) | 2014-03-23 | 2014-03-23 | Groove-shaped steel plate shear wall with inbuilt round reinforcing cages and externally pasted steel plate supports and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103883044A true CN103883044A (en) | 2014-06-25 |
Family
ID=50952143
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410109438.3A Pending CN103883044A (en) | 2014-03-23 | 2014-03-23 | Groove-shaped steel plate shear wall with inbuilt round reinforcing cages and externally pasted steel plate supports and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103883044A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108049523A (en) * | 2018-01-29 | 2018-05-18 | 南京工业大学 | Externally-coated steel plate-built-in spiral stirrup composite confined concrete special-shaped shear wall |
| CN108797845A (en) * | 2018-06-27 | 2018-11-13 | 中广核工程有限公司 | Steel plate concrete structure wall crosses connecting node reinforcement structure |
| CN110821044A (en) * | 2019-11-08 | 2020-02-21 | 华南理工大学 | Double-cavity type rectangular steel pipe high-strength concrete column and preparation method thereof |
| CN111705926A (en) * | 2020-07-30 | 2020-09-25 | 湖南中天建设集团股份有限公司 | Assembled steel construction device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2918399A1 (en) * | 2007-05-04 | 2009-01-09 | Coffratherm Soc Civ Ile | Formwork for forming high thickness concrete shear wall of building, has side walls defining space that is provided with filtering elements, where elements define inner volume separated from space by filtering wall permeable to water |
| CN102127941A (en) * | 2010-12-10 | 2011-07-20 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN202055373U (en) * | 2011-04-22 | 2011-11-30 | 上海江欢成建筑设计有限公司 | Combined structure of double-steel-plate sandwich concrete wall and square steel tube concrete |
| CN102296723A (en) * | 2011-07-21 | 2011-12-28 | 广州容柏生建筑结构设计事务所 | Outer multi-cavity steel plate concrete combined shear wall and construction method thereof |
| CN203066293U (en) * | 2013-01-25 | 2013-07-17 | 东南大学 | Diagonal crossed stiffening steel plate shear wall with low yield point |
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
-
2014
- 2014-03-23 CN CN201410109438.3A patent/CN103883044A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2918399A1 (en) * | 2007-05-04 | 2009-01-09 | Coffratherm Soc Civ Ile | Formwork for forming high thickness concrete shear wall of building, has side walls defining space that is provided with filtering elements, where elements define inner volume separated from space by filtering wall permeable to water |
| CN102127941A (en) * | 2010-12-10 | 2011-07-20 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN202055373U (en) * | 2011-04-22 | 2011-11-30 | 上海江欢成建筑设计有限公司 | Combined structure of double-steel-plate sandwich concrete wall and square steel tube concrete |
| CN102296723A (en) * | 2011-07-21 | 2011-12-28 | 广州容柏生建筑结构设计事务所 | Outer multi-cavity steel plate concrete combined shear wall and construction method thereof |
| CN203066293U (en) * | 2013-01-25 | 2013-07-17 | 东南大学 | Diagonal crossed stiffening steel plate shear wall with low yield point |
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
Non-Patent Citations (2)
| Title |
|---|
| 白国良等: "《混凝土结构设计 新1版》", 29 February 2012, 武汉理工大学出版社 * |
| 郭彦林等: "钢板剪力墙的分类及性能", 《建筑科学与工程学报》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108049523A (en) * | 2018-01-29 | 2018-05-18 | 南京工业大学 | Externally-coated steel plate-built-in spiral stirrup composite confined concrete special-shaped shear wall |
| CN108797845A (en) * | 2018-06-27 | 2018-11-13 | 中广核工程有限公司 | Steel plate concrete structure wall crosses connecting node reinforcement structure |
| CN110821044A (en) * | 2019-11-08 | 2020-02-21 | 华南理工大学 | Double-cavity type rectangular steel pipe high-strength concrete column and preparation method thereof |
| CN111705926A (en) * | 2020-07-30 | 2020-09-25 | 湖南中天建设集团股份有限公司 | Assembled steel construction device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202055373U (en) | Combined structure of double-steel-plate sandwich concrete wall and square steel tube concrete | |
| CN103883032A (en) | I-shaped steel plate shear wall with built-in round steel reinforcement cages and externally-attached steel plate supports and manufacturing method | |
| CN103883031A (en) | I-shaped multi-cavity double-steel-plate shear wall with built-in steel mesh reinforcement and manufacturing method | |
| CN103726594B (en) | Built-in multi-cavity double steel plate and steel core concrete column compound shear wall and the practice | |
| CN102704598A (en) | Composite shear wall with concrete-filled steel tube frames and double steel plates with concealed bracings and construction method thereof | |
| CN105133793A (en) | Space constraint multi-cavity pipe-in-pipe steel bar concrete huge column and construction method | |
| CN102444224A (en) | Concrete composite shear wall | |
| CN102704593B (en) | Steel tube reinforced concrete composite column-steel beam-lattice steel support shear wall and manufacturing method | |
| CN203546946U (en) | Novel double-steel-plate concrete composite shear wall | |
| CN103924740A (en) | H-shaped steel bone-confined concrete column with round steel draw bars and fabrication method of column | |
| CN103883044A (en) | Groove-shaped steel plate shear wall with inbuilt round reinforcing cages and externally pasted steel plate supports and construction method | |
| CN202298983U (en) | Concrete composite shear wall | |
| CN105756286A (en) | Four-bundle ultrahigh-performance concrete restrained common concrete rectangular column | |
| CN102720120A (en) | Steel-concrete combined box beam | |
| CN108589969B (en) | Combined assembly type shear wall with vertical ECC energy consumption belt and manufacturing method thereof | |
| CN103711231A (en) | Combined shear wall formed by steel pipe concrete frame, double-steel-plate shear wall and inside welded concealed bracing mild steel plates under equivalent steel | |
| CN102661010A (en) | Composite shear wall | |
| CN104563333A (en) | Exterior steel plate and in-fill concrete combined shear wall | |
| CN103924735A (en) | Batten plate constraint type confined concrete column with cross steel bone with flanges and fabrication method of column | |
| CN102995831A (en) | Multi-cavity steel tube concrete column with inner partition board with horizontal joints and manufacturing method of concrete column | |
| CN105672570A (en) | Multi-bundle-shaped ultra-high-performance concrete constraint common concrete T-shaped column and T-shaped short-leg shear wall | |
| CN202577580U (en) | Multilayer longspan assembled integral space steel grid building structure | |
| CN104818784A (en) | Thin-wall steel pipe concrete frame-light steel light concrete combined shear wall and construction method thereof | |
| CN205000555U (en) | Huge post of multicavity guan zhongguan reinforced concrete of space restraint | |
| CN103883045A (en) | Groove-shaped multi-cavity shear wall with inbuilt reinforcing mesh and double steel plates and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140625 |
|
| RJ01 | Rejection of invention patent application after publication |