CN204212286U - A kind of reinforced steel plate-concrete combined shear wall with ribbing - Google Patents
A kind of reinforced steel plate-concrete combined shear wall with ribbing Download PDFInfo
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- CN204212286U CN204212286U CN201420652101.2U CN201420652101U CN204212286U CN 204212286 U CN204212286 U CN 204212286U CN 201420652101 U CN201420652101 U CN 201420652101U CN 204212286 U CN204212286 U CN 204212286U
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- Prior art keywords
- steel plate
- sleeper
- concrete
- dark beam
- shear wall
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 85
- 239000010959 steel Substances 0.000 title claims abstract description 85
- 239000004567 concrete Substances 0.000 title claims abstract description 35
- 241001669679 Eleotris Species 0.000 claims abstract description 19
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 8
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 5
- 229910052742 iron Inorganic materials 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 abstract description 17
- 230000008901 benefit Effects 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000010412 perfusion Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model provides a kind of reinforced steel plate-concrete combined shear wall with ribbing, comprise steel plate (1), sleeper (2), sleeper is fixed with stirrup (9), dark beam (3) and concrete (8), described steel plate (1) is fixing by two ends sleeper (2) and top dark beam (3), sleeper and dark beam adopt i iron, for being connected with agent structure, steel plate (1) is distributed with peg (4), for being reliably connected with concrete (8), angle steel is had in the transverse direction of steel plate (1) and longitudinal measure, distortion is produced in order to prevent steel plate, the frange plate up and down of described dark beam (3) is provided with mutually corresponding plug hole (5), plug hole (5) staggers in web both sides setting, described steel plate (1) is provided with bolt hole (7), in order to fixation steel plate wall form.The utility model can reduce difficulty of construction, effectively ensures construction quality, shortens the construction period, reduce construction cost.
Description
Art
The utility model relates to a kind of steel plate-concrete combined shear wall, especially a kind of improvement, the steel sheet-combined concrete shear wall of constructability.
Background technology
Shear wall is Application comparison Lateral Resistant System widely in building.There is the shortcoming of ductility and power consumption difference in concrete shear force wall; Steel plate shear force wall because it is good and relatively cheap from heavy and light, anti-seismic performance, make the advantages such as construction is simple, be developed rapidly in recent years.Steel plate-concrete combined shear wall is at steel plate side or both sides cast-in-situ steel reinforced concrete, the effects such as fire prevention, insulation, sound insulation can be played like this, decrease follow-up work amount, reduce construction costs, like this bi-material is combined, given full play to respective advantage.But conventional steel plates-combined concrete shear structure relative complex, has a following difficult problem in construction:
1, because steel plate is thinner, lifting easily causes steel plate deformed;
2, the reinforcing bar sectional dimension in the dark beam of floor gap stiffness is comparatively large, and after installing, reinforcing bar is minimum with shear wall formwork spacing, and concreting is difficult;
3, screw rod through walls cannot pass through middle steel plate.
Utility model content
The purpose of this utility model is the above-mentioned defect existed when overcoming the construction of existing steel plate-concrete combined shear wall, provides a kind of steel plate-concrete combined shear wall being suitable for convenient construction.The technical solution of the utility model is as follows:
A kind of reinforced steel plate-concrete combined shear wall with ribbing, comprise steel plate (1), sleeper (2), sleeper is fixed with stirrup (9), dark beam (3) and concrete (8), described steel plate (1) is fixing by two ends sleeper (2) and top dark beam (3), sleeper and dark beam adopt i iron, for being connected with agent structure, steel plate (1) is distributed with peg (4), for being reliably connected with concrete (8), there is angle steel in the transverse direction of steel plate (1) and longitudinal measure, producing distortion in order to prevent steel plate; The frange plate up and down of described dark beam (3) is provided with mutually corresponding plug hole (5), plug hole (5) staggers in web both sides setting; Described steel plate (1) is provided with bolt hole (7), in order to fixation steel plate wall form.
The shear wall that the utility model provides, steel plate is fixed, for being connected with agent structure by the dark beam of two ends sleeper and top.Steel plate distributes peg, for being reliably connected with concrete.Transverse direction and longitudinal measure angle steel on steel plate, object prevents steel plate from installation and welding process, producing distortion.In steel plate wall, steel plate causes sleeper stirrup and drag hook to pass through, and stirrup and drag hook can be taked to disconnect at steel plate place, and with the mode of Plate Welding.Steel plate wall and dark beam crossing with Vierendeel girder, for guarantee Vierendeel girder reinforcing bar passes through, steel plate and secretly beam hole is set, bore hole size is determined according to beam and dark beam oblique angles.Described dark beam arranges pouring hole, object be steel plate shear force wall the dark beam width in floor place and shear wall different widths little, dark beam flange plate edge is less far from wall form size, walls concrete is caused to build and to vibrate, for this reason, at dark beam upper and lower frange plate, plug hole is set, the setting and web both sides hole staggers, simultaneously, prevent walls concrete from building and extruding is caused to steel plate wall steel plate, ensure wall construction quality, walls concrete is built and is required that steel plate both sides concrete is built simultaneously, and control speed of perfusion can not be too fast; Steel plate arranges bolt hole, and object is in order to fixation steel plate wall form, and bolt aperture and spacing are needed to determine by Practical Project situation, first on steel plate, passes Screw arbor with nut at both-ends, afterwards matched moulds during construction.Through the steel plate-concrete combined shear wall improved like this, can difficulty of construction be reduced, effectively ensure construction quality, shorten the construction period, reduce construction cost, there is good economic benefit and social benefit, have good promotion prospect.
Accompanying drawing explanation
Fig. 1 is steel plate-concrete combined shear wall schematic diagram;
Fig. 2 is steel plate-concrete combined shear wall top view;
Fig. 3 is steel plate-concrete combined shear wall sectional drawing;
Fig. 4 is that stirrup manages schematic diagram everywhere at steel plate.
In figure, 1: steel plate, 2: sleeper, 3: dark beam, 4: peg, 5: plug hole, 6: angle steel, 7: bolt hole, 8: concrete, 9: stirrup
Detailed description of the invention
As shown in Figure 1, the steel plate-concrete combined shear wall of improvement comprises steel plate 1, sleeper 2, dark beam 3, peg 4, plug hole 5, angle steel 6, bolt hole 7 and concrete eight.Described steel plate 1 is fixed by the dark beam 3 of two ends sleeper 2 and top, and sleeper and dark beam adopt i iron, for being connected with agent structure.Steel plate 1 distributes peg 4, for being reliably connected with concrete eight.Transverse direction and longitudinal measure angle steel on steel plate 1, produce distortion for preventing steel plate in installation and welding process.In steel plate wall, steel plate 1 causes sleeper stirrup 9 to pass through, and stirrup 9 can be taked to disconnect at steel plate place, and with the mode of Plate Welding, as shown in Figure 4.Steel plate wall and dark beam 3 crossing with Vierendeel girder, for guarantee Vierendeel girder reinforcing bar passes through, steel plate 1 and secretly beam 3 hole is set, bore hole size is determined according to beam and dark beam oblique angles.Described dark beam 3 arranges pouring hole 5, object be steel plate shear force wall floor place dark beam 3 width and shear wall different widths little, dark beam flange plate edge is less far from wall form size, walls concrete is caused to build and to vibrate, for this reason, at dark beam about 3 frange plate, plug hole 5 is set, the setting and web both sides hole staggers, simultaneously, prevent walls concrete from building and extruding is caused to steel plate wall steel plate, ensure wall construction quality, walls concrete is built and is required that steel plate both sides concrete is built simultaneously, and control speed of perfusion can not be too fast.Described steel plate 1 arranges bolt hole 7, and object is in order to fixation steel plate wall form, and bolt aperture and spacing are needed to determine by Practical Project situation, first on steel plate, passes Screw arbor with nut at both-ends, afterwards matched moulds during construction.
Claims (1)
1. a reinforced steel plate-concrete combined shear wall with ribbing, comprise steel plate (1), sleeper (2), sleeper is fixed with stirrup (9), dark beam (3) and concrete (8), described steel plate (1) is fixing by two ends sleeper (2) and top dark beam (3), sleeper and dark beam adopt i iron, for being connected with agent structure, it is characterized in that, steel plate (1) is distributed with peg (4), for being reliably connected with concrete (8), angle steel is had in the transverse direction of steel plate (1) and longitudinal measure, distortion is produced in order to prevent steel plate, the frange plate up and down of described dark beam (3) is provided with mutually corresponding plug hole (5), plug hole (5) staggers in web both sides setting, described steel plate (1) is provided with bolt hole (7), in order to fixation steel plate wall form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420652101.2U CN204212286U (en) | 2014-11-03 | 2014-11-03 | A kind of reinforced steel plate-concrete combined shear wall with ribbing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420652101.2U CN204212286U (en) | 2014-11-03 | 2014-11-03 | A kind of reinforced steel plate-concrete combined shear wall with ribbing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204212286U true CN204212286U (en) | 2015-03-18 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420652101.2U Expired - Fee Related CN204212286U (en) | 2014-11-03 | 2014-11-03 | A kind of reinforced steel plate-concrete combined shear wall with ribbing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204212286U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947831A (en) * | 2015-07-07 | 2015-09-30 | 华北理工大学 | Prefabricated assembly type profile steel concrete shear wall and construction method thereof |
| CN105625607A (en) * | 2016-02-16 | 2016-06-01 | 中建三局集团有限公司 | Bolting and welding mixed connection structure for plate type steel plate walls and construction method of bolting and welding mixed connection structure |
| CN106677379A (en) * | 2016-12-30 | 2017-05-17 | 杭州泽通建筑节能新材料有限公司 | Steel plate shear wall structure and construction method |
| CN107035062A (en) * | 2017-05-04 | 2017-08-11 | 浙江绿筑集成科技有限公司 | A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
| CN107060138A (en) * | 2017-05-04 | 2017-08-18 | 浙江绿筑集成科技有限公司 | A kind of modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
| CN107574925A (en) * | 2017-08-21 | 2018-01-12 | 中铁第四勘察设计院集团有限公司 | Subway station main body with greatly across attached bottom plate and beam attachment structure |
| CN108035483A (en) * | 2017-12-19 | 2018-05-15 | 浙江绿筑集成科技有限公司 | H-type edge posts are put more energy into arc floor steel reinforced concrete compound shear wall and production method |
| CN112854557A (en) * | 2021-01-07 | 2021-05-28 | 中国二十冶集团有限公司 | Shear wall device and combined shear wall system |
-
2014
- 2014-11-03 CN CN201420652101.2U patent/CN204212286U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947831A (en) * | 2015-07-07 | 2015-09-30 | 华北理工大学 | Prefabricated assembly type profile steel concrete shear wall and construction method thereof |
| CN105625607A (en) * | 2016-02-16 | 2016-06-01 | 中建三局集团有限公司 | Bolting and welding mixed connection structure for plate type steel plate walls and construction method of bolting and welding mixed connection structure |
| CN106677379A (en) * | 2016-12-30 | 2017-05-17 | 杭州泽通建筑节能新材料有限公司 | Steel plate shear wall structure and construction method |
| CN107035062A (en) * | 2017-05-04 | 2017-08-11 | 浙江绿筑集成科技有限公司 | A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
| CN107060138A (en) * | 2017-05-04 | 2017-08-18 | 浙江绿筑集成科技有限公司 | A kind of modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
| CN107574925A (en) * | 2017-08-21 | 2018-01-12 | 中铁第四勘察设计院集团有限公司 | Subway station main body with greatly across attached bottom plate and beam attachment structure |
| CN108035483A (en) * | 2017-12-19 | 2018-05-15 | 浙江绿筑集成科技有限公司 | H-type edge posts are put more energy into arc floor steel reinforced concrete compound shear wall and production method |
| CN112854557A (en) * | 2021-01-07 | 2021-05-28 | 中国二十冶集团有限公司 | Shear wall device and combined shear wall system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150318 |