CN202073208U - Concrete-filled steel tube shear wall - Google Patents
Concrete-filled steel tube shear wall Download PDFInfo
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- CN202073208U CN202073208U CN2011201299262U CN201120129926U CN202073208U CN 202073208 U CN202073208 U CN 202073208U CN 2011201299262 U CN2011201299262 U CN 2011201299262U CN 201120129926 U CN201120129926 U CN 201120129926U CN 202073208 U CN202073208 U CN 202073208U
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Abstract
The utility model discloses a concrete-filled steel tube shear wall which comprises steel tubes, in-steel-tube concrete, shear resistant looped ribs, wrapping concrete, transverse reinforcements, longitudinal reinforcements and binding reinforcements, wherein the steel tubes are uniformly arranged in rows and at intervals 2-6 times larger than the diameter of the steel tubes; the in-steel-tube concrete is filled in the steel tubes; the shear resistant looped ribs are glued and welded at the peripheries of the steel tubes at intervals of 500mm-1,000mm from the bottom ends to the top ends of the steel tubes; reinforcement meshes consisting of the transverse reinforcements and the longitudinal reinforcements are arranged on the front and the rear sides of the steel tubes; the reinforcement meshes on the front and the rear sides of the steel tubes are mutually bound through the binding reinforcements; and the wrapping concrete are poured among the reinforcement meshes on the front and the rear sides of the steel tubes. Compared with the conventional shear wall, the shear wall provided by the utility model has the advantages of large initial stiffness, high bearing capacity, slower attenuation of bearing capacity and stiffness upon destruction, good ductility and better earthquake resistant performance, and can avoid the bottom shear sliding destruction; and the shear wall is suitable for super high-rise building structures.
Description
Technical field
The utility model relates to the concrete shear force wall in the civil engineering, is specifically related to a kind of concrete filled steel tube shear wall.
Background technology
Along with the development of social production technology and human life quality's raising, modern high-rise building even super highrise building increase gradually.Shear wall is a main antidetonation member high-rise now, super-high building structure, and it is widely used in frame shear wall structure, shear wall structure, framework-core barrel structure, the tube in tube structure.As the main lateral resistant member of structure, the low ductility of high strength concrete shear wall becomes the weakness that influences the structural entity anti-seismic performance.Especially in recent years, because the large complicated super highrise building of pursuing individualityization increases day by day, the anti-seismic performance of shear wall is required also to improve thereupon.But because of there is the relatively poor shortcoming of ductility in high-strength concrete, its application in the earthquake zone is restricted, thereby causes the shear wall member section size of earthquake zone super highrise building big, and deadweight increases, and is unfavorable to the structural entity anti-seismic performance.
Encased structures is with its very rational combination of materials, can give full play to and utilize the characteristics of steel and concrete material, on performance, reach mutual supplement with each other's advantages, has plasticity and toughness preferably when improving the component load-bearing ability again, for the application of high-strength concrete and high-strength steel provides new approach.
The utility model content
Technical problem to be solved in the utility model provides a kind of concrete filled steel tube shear wall that reduces shear wall member section size and deadweight and improve the whole shock resistance of structure.
For energy dissipation capacity and the bearing capacity that improves shear wall, the utility model is embedded in high strength concrete filled steel tube in the ordinary reinforced concrete shear wall, form a kind of steel concrete compound shear wall, utilize the high-bearing capacity of high strength concrete filled steel tube, can reduce the sectional dimension of shear wall member significantly, reduce dead load, thereby reduce geological process.Embedded steel pipe can be used as tensile reinforcement participation work, the concrete of outsourcing then can select ductility preferably than lower intensity level concrete, stressed jointly with high strength concrete filled steel tube, brought into play advantage separately, reach and reduce the shear wall sectional dimension, increase clean building usable floor area, improve the bearing capacity of shear wall and the purpose of ductility.
In order to solve technical problem of the present utility model, the utility model proposes following technical scheme:
A kind of concrete filled steel tube shear wall comprises steel pipe, steel pipe inner concrete, anti-shear ring muscle, external wrapping concrete, transverse reinforcement, longitudinal reinforcement and steel tie; Steel pipe is embarked on journey every the spacing of 2～6 times of diameter of steel tube and is evenly arranged, fills the steel pipe inner concrete in the steel pipe, up counts from the bottom of steel pipe, pastes weldering anti-shear ring muscle every the spacing of 500mm～1000mm at the circumference of steel pipe; Be provided with the steel mesh reinforcement of forming by many transverse reinforcements and Duo Gen longitudinal reinforcement in the both sides, front and back of steel pipe; Pass through the steel tie drawknot between the steel mesh reinforcement of the both sides, front and back of steel pipe, steel tie spacing up and down is the spacing of 2-4 times of longitudinal reinforcement, spacing between the transverse reinforcement is the spacing of 1～6 times of diameter of steel tube, and the spacing of longitudinal reinforcement is the spacing of 1～6 times of diameter of steel tube; Pour into external wrapping concrete between the steel mesh reinforcement of the both sides, front and back of steel pipe.
For further realizing the purpose of this utility model, it is the concrete of C30～C80 that described external wrapping concrete preferably adopts strength grade.
It is the concrete of C60～C120 that described steel pipe inner concrete preferably adopts strength grade, and further preferred employing strength grade is the concrete of C100～C120.
Described transverse reinforcement and longitudinal reinforcement adopt II or III grade reinforcing steel.
Described steel tie adopts I or II grade reinforcing steel.
The relative prior art of the utility model has following advantage and beneficial effect:
(1) the utility model is applied to the advantage of high strength concrete filled steel tube in the shear wall, thereby reduces the sectional dimension of shear wall member significantly, reduces dead load, reduces geological process.
(2) embedded high strength concrete filled steel tube is except that bearing axial compression, and its steel pipe also can be used as tensile reinforcement participation work; The concrete of outsourcing then can adopt ductility preferably than lower intensity level concrete.
(3) this kind steel-concrete compound shear wall initial stiffness is big, supporting capacity is high, and bearing capacity and stiffness degradation are slow during destruction, ductility is good, can avoid the bottom shear sliding rupture, has better anti, is applicable to super-high building structure.
(4) outer wall of high strength concrete filled steel tube pastes along short transverse and is welded with the anti-shear ring muscle, thereby guarantees itself and the ordinary concrete shear wall energy collaborative work of outsourcing.
(5) high strength concrete filled steel tube is because therefore inside and outside all being wrapped in the concrete need not to adopt extra fire prevention measure.
Description of drawings
Fig. 1 is the structural representation of a kind of concrete filled steel tube shear wall of the utility model;
Fig. 2 is an A-A sectional drawing among Fig. 1;
Fig. 3 is a B-B sectional drawing among Fig. 1.
Shown in the figure: 1-steel pipe, 2-steel pipe inner concrete, 3-anti-shear ring muscle, 4-external wrapping concrete, 5-transverse reinforcement, 6-longitudinal reinforcement, 7-steel tie.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is described in further detail, but embodiment of the present utility model is not limited thereto.
Fig. 1 is the structural representation of this practical a kind of concrete filled steel tube shear wall.Fig. 2 and 3 is respectively A-A and B-B sectional drawing among Fig. 1.As Figure 1-3, a kind of concrete filled steel tube shear wall comprises steel pipe 1, steel pipe inner concrete 2, anti-shear ring muscle 3, external wrapping concrete 4, transverse reinforcement 5, longitudinal reinforcement 6 and steel tie 7; Steel pipe 1 is evenly arranged every the spacing of 2～6 times of steel pipe 1 diameters, fill steel pipe inner concrete 2 in the steel pipe 1, up count from the bottom of steel pipe 1, paste weldering anti-shear ring muscle 3, unreinforced in the steel pipe inner concrete 2 in the steel pipe 1 at the circumference of steel pipe 1 every the spacing of 500mm～1000mm; Be provided with the steel mesh reinforcement of being made up of transverse reinforcement 5 and longitudinal reinforcement 6 in the both sides, front and back of steel pipe 1, the spacing between the transverse reinforcement is the spacing of 1～6 times of diameter of steel tube, and the spacing of longitudinal reinforcement is the spacing of 1～6 times of diameter of steel tube; By steel tie 7 drawknots, the spacing of steel tie 7 is the spacing of 2 times of vertical reinforcements between the steel mesh reinforcement of the both sides, front and back of steel pipe 1; Perfusion external wrapping concrete 4 between the steel mesh reinforcement of the both sides, front and back of steel pipe 1.
It is the concrete of C30～C80 that external wrapping concrete 4 can adopt strength grade; It is the concrete of C60～C120 that steel pipe inner concrete 2 can adopt strength grade, preferably adopts strength grade to reach the above high-strength concrete of C100 level.
The diameter of steel pipe 1 is definite by calculating, generally should be than more than the little 300mm of corresponding shear wall wall thickness.
The work progress of the high ductility shear wall of this high strength concrete filled steel tube is as follows:
(1) makes steel pipe 1, paste weldering anti-shear ring muscle 3 along short transverse at outer wall of steel pipe;
(2) evenly arrange steel pipe, and transverse reinforcement 5 and longitudinal reinforcement 6 are placed in both sides outside the plane of steel pipe row, fix, form steel mesh reinforcement in its crosspoint place's colligation;
(3) between the steel mesh reinforcement of both sides with steel tie 7 drawknots;
(4) reserve protective layer thickness in the shear wall wallboard outside, the construction shear wall formwork;
(5) water interior raising reinforced concrete 2 and the outsourcing ordinary concrete 4 of smashing steel pipe respectively;
(6) treat concrete wall moulding stripping after, be the high ductility shear wall of high strength concrete filled steel tube.
Claims (6)
1. a concrete filled steel tube shear wall is characterized in that: comprise steel pipe, steel pipe inner concrete, anti-shear ring muscle, external wrapping concrete, transverse reinforcement, longitudinal reinforcement and steel tie; Steel pipe is embarked on journey every the spacing of 2～6 times of diameter of steel tube and is evenly arranged, fills the steel pipe inner concrete in the steel pipe, up counts from the bottom of steel pipe, pastes weldering anti-shear ring muscle every the spacing of 500mm～1000mm at the circumference of steel pipe; Be provided with the steel mesh reinforcement of forming by many transverse reinforcements and Duo Gen longitudinal reinforcement in the both sides, front and back of steel pipe; Pass through the steel tie drawknot between the steel mesh reinforcement of the both sides, front and back of steel pipe, steel tie spacing up and down is the spacing of 2-4 times of longitudinal reinforcement, spacing between the transverse reinforcement is the spacing of 1～6 times of diameter of steel tube, and the spacing of longitudinal reinforcement is the spacing of 1～6 times of diameter of steel tube; Pour into external wrapping concrete between the steel mesh reinforcement of the both sides, front and back of steel pipe.
2. concrete filled steel tube shear wall according to claim 1 is characterized in that: it is the concrete of C30～C80 that described external wrapping concrete adopts strength grade.
3. concrete filled steel tube shear wall according to claim 1 is characterized in that: it is the concrete of C60～C120 that described steel pipe inner concrete adopts strength grade.
4. concrete filled steel tube shear wall according to claim 3 is characterized in that: it is the concrete of C100～C120 that described steel pipe inner concrete adopts strength grade.
5. concrete filled steel tube shear wall according to claim 1 is characterized in that: described transverse reinforcement and longitudinal reinforcement adopt II or III grade reinforcing steel.
6. concrete filled steel tube shear wall according to claim 1 is characterized in that: described steel tie adopts I or II grade reinforcing steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201299262U CN202073208U (en) | 2011-04-28 | 2011-04-28 | Concrete-filled steel tube shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201299262U CN202073208U (en) | 2011-04-28 | 2011-04-28 | Concrete-filled steel tube shear wall |
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| Publication Number | Publication Date |
|---|---|
| CN202073208U true CN202073208U (en) | 2011-12-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201299262U Expired - Lifetime CN202073208U (en) | 2011-04-28 | 2011-04-28 | Concrete-filled steel tube shear wall |
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| CN (1) | CN202073208U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900169A (en) * | 2012-10-16 | 2013-01-30 | 清华大学 | Concrete-filled steel tube combined shear wall and construction process thereof |
| CN103790265A (en) * | 2014-01-28 | 2014-05-14 | 江苏建筑职业技术学院 | Method for manufacturing and assembling prefabricated concrete filled steel tube core column stiffening shear wall |
| CN103790266A (en) * | 2014-01-28 | 2014-05-14 | 江苏建筑职业技术学院 | Concrete filled steel tube core column reinforced prefabricated assembly type shear wall unit |
| CN104652660A (en) * | 2015-01-06 | 2015-05-27 | 深圳大学 | Concrete composite shear wall and construction method thereof |
| CN104863363A (en) * | 2015-05-08 | 2015-08-26 | 中国建筑第八工程局有限公司 | Construction method of outer wrapped concrete steel pipe composite column |
| CN105507456A (en) * | 2016-01-29 | 2016-04-20 | 广东工业大学 | Composite shear wall with FRP (fiber reinforced polymer) tubes and metal tubes arranged inside |
| CN107060140A (en) * | 2017-05-24 | 2017-08-18 | 华南理工大学 | A kind of prefabricated assembled double steel pipe concrete shear force wall and its assembly method |
| CN107476470A (en) * | 2017-09-05 | 2017-12-15 | 广西大学 | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls and its construction method |
-
2011
- 2011-04-28 CN CN2011201299262U patent/CN202073208U/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900169A (en) * | 2012-10-16 | 2013-01-30 | 清华大学 | Concrete-filled steel tube combined shear wall and construction process thereof |
| CN103790265A (en) * | 2014-01-28 | 2014-05-14 | 江苏建筑职业技术学院 | Method for manufacturing and assembling prefabricated concrete filled steel tube core column stiffening shear wall |
| CN103790266A (en) * | 2014-01-28 | 2014-05-14 | 江苏建筑职业技术学院 | Concrete filled steel tube core column reinforced prefabricated assembly type shear wall unit |
| CN103790266B (en) * | 2014-01-28 | 2016-04-13 | 江苏建筑职业技术学院 | Steel tube concrete core pillar is put more energy into prefabricated assembled shear-wall element |
| CN104652660A (en) * | 2015-01-06 | 2015-05-27 | 深圳大学 | Concrete composite shear wall and construction method thereof |
| CN104863363A (en) * | 2015-05-08 | 2015-08-26 | 中国建筑第八工程局有限公司 | Construction method of outer wrapped concrete steel pipe composite column |
| CN104863363B (en) * | 2015-05-08 | 2017-03-08 | 中国建筑第八工程局有限公司 | A kind of construction method of external wrapping concrete built up column |
| CN105507456A (en) * | 2016-01-29 | 2016-04-20 | 广东工业大学 | Composite shear wall with FRP (fiber reinforced polymer) tubes and metal tubes arranged inside |
| CN107060140A (en) * | 2017-05-24 | 2017-08-18 | 华南理工大学 | A kind of prefabricated assembled double steel pipe concrete shear force wall and its assembly method |
| WO2018214477A1 (en) * | 2017-05-24 | 2018-11-29 | 华南理工大学 | Prefabricated dual-steel-tube concrete shear wall, and assembly method therefor |
| AU2017415961B2 (en) * | 2017-05-24 | 2020-09-03 | South China University Of Technology | Prefabricated dual-steel-tube concrete shear wall, and assembly method therefor |
| CN107476470A (en) * | 2017-09-05 | 2017-12-15 | 广西大学 | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls and its construction method |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20111214 |