CN102127941B - Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof - Google Patents
Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof Download PDFInfo
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- CN102127941B CN102127941B CN2010105983839A CN201010598383A CN102127941B CN 102127941 B CN102127941 B CN 102127941B CN 2010105983839 A CN2010105983839 A CN 2010105983839A CN 201010598383 A CN201010598383 A CN 201010598383A CN 102127941 B CN102127941 B CN 102127941B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 112
- 239000010959 steel Substances 0.000 title claims abstract description 112
- 239000010410 layers Substances 0.000 title claims abstract description 16
- 238000010276 construction Methods 0.000 title description 5
- 230000000875 corresponding Effects 0.000 claims abstract description 4
- 230000002787 reinforcement Effects 0.000 claims description 20
- 150000001875 compounds Chemical class 0.000 claims description 12
- 238000003466 welding Methods 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 3
- 238000000034 methods Methods 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 3
- 239000000203 mixtures Substances 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 3
- 230000002349 favourable Effects 0.000 abstract 2
- 230000003247 decreasing Effects 0.000 abstract 1
- 230000002708 enhancing Effects 0.000 abstract 1
- 280000176794 Work Engineering companies 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000005516 engineering processes Methods 0.000 description 1
- 239000011257 shell materials Substances 0.000 description 1
Abstract
Description
Technical field
The present invention relates to a kind of steel core concrete column-double-layer plate compound shear wall that can be applicable to high level and super highrise building, belong to construction work and combining structure technical field.
Background technology
Shear wall or by the cylindrical shell that shear wall is formed is the main lateral resistant member of highrise building.Along with building height increases and the raising of building function demand, to the shear wall each side require increasingly high.Traditional concrete deformation of wall ability is relatively poor, and ductility is lower, directly influences the anti-seismic performance of highrise building; Excessive vertical load needs very big shear wall thickness, could satisfy " earthquake resistant design code " limit value for the shear wall ratio of axial compressive force to axial compressive ultimate capacity of section; Blocked up body of wall increases dead load, is unfavorable for antidetonation, increases foundation cost simultaneously; Blocked up body of wall has reduced the building usable floor area, especially for commercial bottom, has restricted the flexibility that building is arranged, influences function of use.
Summary of the invention
The objective of the invention is to the deficiency that exists in existing high level and the superelevation story shear wall, propose a kind of stress performance superior, safe and reliable, be beneficial to the shear wall that deadweight, minimizing form work engineering were arranged, alleviated to architectural space.
Technical scheme of the present invention is following:
A kind of steel core concrete column-double-layer plate compound shear wall is characterized in that, this shear wall comprises two steel pipes, two steel plates, distribution reinforcement, connecting key, peg and concrete; The opposite side of described two steel pipes, vertical separation have connecting key, in the described distribution reinforcement two ends of transversely distributed steelbar respectively with described two steel pipes on the corresponding connecting key in position continuous; All be welded with peg on described two steel plate opposite faces; Described two steel plate two side ends link to each other with steel pipe; Concreting in the planar surface encloses space that in two steel pipes and by two steel plates and two steel pipes, surrounds.
Described steel pipe is circle, square or rectangle.
Described connecting key and steel pipe, transversely distributed steelbar and connecting key and steel pipe 1 and steel plate be connected to welding or bolt is connected.
Described distribution reinforcement is made up of transversely distributed steelbar and vertical distribution reinforcement.
Described connecting key is in the opposite side of steel pipe, vertical equidistant placement.
Described transversely distributed steelbar is used wire binding with the junction of vertical distribution reinforcement.
Described a plurality of peg is evenly distributed on the steel plate opposite side, or arranges by stressing conditions.
The job practices of a kind of steel core concrete column-double-layer plate compound shear wall comprises steel work processing, installation and concreting step; Concrete steps are following:
A. at factory process steel pipe and steel plate; On steel pipe one side, be welded to connect key, weld stud on steel plate one side;
B. after steel work machines, be transported to the job site, and with the steel pipe installing and locating; With the welding of the connecting key on transversely distributed steelbar and the steel pipe, and arrange vertical distribution reinforcement;
C. it is relative to make two steel plates be welded with a side of peg, and the steel plate two ends are welded in form the planar surface encloses space on the steel pipe, and concreting in this space and steel pipe forms steel core concrete column-double-layer plate compound shear wall.
The present invention has the following advantages with respect to prior art:
(1) can be out of shape by confined concrete, improve shear wall bearing capacity and ductility, strengthen the structural entity anti-seismic performance; (2) realize steel plate, steel pipe and concrete dual combination, form the twice anti-vibration defense lines, improve the degree of safety of structure; (3) reduce dead load, reduce earthquake sheet, reduce foundation cost; (4) different according to steel ratio, can reduce thickness of wall body 10%～30%, increase the flexibility that building usable floor area and architectural space are arranged, reduce restriction to building function; (5) double-layer plate can be used as the template of concreting when construction, reduces the form work engineering amount; (6) for framework-structures such as core tube, can optimize the Rigidity Matching of core tube and framework, make the distribution of horizontal loading more reasonable.
Description of drawings
Fig. 1 is steel core concrete column of the present invention-double-layer plate compound shear wall internal construction sketch map.
Fig. 2 is that design sketch is accomplished in steel core concrete column of the present invention-double-layer plate compound shear wall construction.
Among the figure: the 1-steel pipe; The 2-steel plate; The 3-connecting key; The 4-peg; The 5-concrete; The 6-transversely distributed steelbar; The vertical distribution reinforcement of 7-.
The practical implementation method
Below in conjunction with accompanying drawing, practical implementation method of the present invention is further described.
Like Fig. 1～shown in Figure 2, this shear wall comprises two steel pipes 1, two steel plates 2, distribution reinforcement, connecting key 3, peg 4 and concrete 5; The opposite side of described two steel pipes, vertical separation have connecting key 3, in the described distribution reinforcement two ends of transversely distributed steelbar respectively with described two steel pipes on the corresponding connecting key 3 in position continuous; All be welded with peg 4 on described two steel plate 2 opposite faces; Described two steel plate 2 two side ends link to each other with steel pipe 1; Concreting 5 in the planar surface encloses space that in two steel pipes 1 and by two steel plates 2 and two steel pipes 1, surrounds.
Steel pipe 1 is circle, square or rectangle.Connecting key 3 and steel pipe 1, transversely distributed steelbar and connecting key 3 and steel pipe 1 and steel plate 2 be connected to welding or bolt is connected.Distribution reinforcement is made up of transversely distributed steelbar 6 and vertical distribution reinforcement 7.Connecting key 3 is in the opposite side of steel pipe, vertical equidistant placement.Transversely distributed steelbar 6 is used wire binding with the junction of vertical distribution reinforcement 7.A plurality of pegs 4 are evenly distributed on steel plate 1 opposite side, or arrange by stressing conditions.
The job practices of a kind of steel core concrete column-double-layer plate compound shear wall comprises steel work processing, installation and concreting step; Concrete steps are following:
A. at factory process steel pipe 1 and steel plate 2; On steel pipe 1 one sides, be welded to connect key 3, weld stud 4 on steel plate 2 one sides;
B. after steel work machines, be transported to the job site, and with steel pipe 1 installing and locating; With 3 welding of the connecting key on transversely distributed steelbar 6 and the steel pipe 1, and arrange vertical distribution reinforcement 7;
C. it is relative to make two steel plates 2 be welded with a side of peg 4; And steel plate 2 two ends are welded on the steel pipe 1 form planar surface encloses space (as shown in Figure 1); Concreting 5 in this space and steel pipe 1 forms steel core concrete column-double-layer plate compound shear wall (as shown in Figure 2).
The invention provides a kind of steel core concrete column-double-layer plate compound shear wall, stress performance is good, is beneficial to architectural space and arranges, alleviates deadweight, reduces form work engineering, is suitable for as high-rise, super highrise building.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105983839A CN102127941B (en) | 2010-12-10 | 2010-12-10 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105983839A CN102127941B (en) | 2010-12-10 | 2010-12-10 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
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| Publication Number | Publication Date |
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| CN102127941A CN102127941A (en) | 2011-07-20 |
| CN102127941B true CN102127941B (en) | 2012-11-14 |
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| 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 |
| CN102444224A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Concrete composite shear wall |
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| CN102900171A (en) * | 2012-11-06 | 2013-01-30 | 南通建筑工程总承包有限公司 | Steel plate combined shear wall |
| CN103015632A (en) * | 2012-12-09 | 2013-04-03 | 中国矿业大学 | Corrugated steel plate confined concrete combination column and manufacturing method thereof |
| CN104088378B (en) * | 2014-01-18 | 2015-02-18 | 广东省建筑设计研究院 | Encased steel plate and concrete filled steel tube empty and solid combined shear wall |
| CN103883044A (en) * | 2014-03-23 | 2014-06-25 | 北京工业大学 | Groove-shaped steel plate shear wall with inbuilt round reinforcing cages and externally pasted steel plate supports and construction method |
| CN104358329B (en) * | 2014-11-13 | 2017-09-29 | 中国建筑设计院有限公司 | A kind of steel plate combined shear wall |
| CN104929274B (en) * | 2015-06-03 | 2017-10-03 | 安徽鸿路钢结构(集团)股份有限公司 | A kind of Fire-proof steel plate combined concrete shear wall |
| CN104929273B (en) * | 2015-06-03 | 2017-09-29 | 安徽鸿路钢结构(集团)股份有限公司 | A kind of steel plate concrete combined shear wall |
| CN104989031B (en) * | 2015-06-26 | 2017-12-05 | 上海核工程研究设计院 | A kind of manufacture method of the steel plate concrete structure with truss inner support system |
| CN105888137B (en) * | 2016-05-31 | 2018-03-13 | 天津市建筑设计院 | A kind of huge combined steel and concrete column of built-in lattice reinforcing bar |
| CN106193376A (en) * | 2016-08-18 | 2016-12-07 | 安徽富煌建筑设计研究有限公司 | Steel frame combined steel plate shearing force wall structural system in steel house |
| CN106368348B (en) * | 2016-09-08 | 2018-10-19 | 重庆大学 | A kind of superposed type compound shear wall with two benches stress characteristic |
| 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 |
| CN107060141A (en) * | 2017-06-12 | 2017-08-18 | 郑州大学 | A kind of reinforced concrete shear wall |
| CN110820795A (en) * | 2019-10-16 | 2020-02-21 | 同济大学 | Double-deck corrugated steel plate concrete combination retaining wall |
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| CN102127941A (en) | 2011-07-20 |
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