CN203769144U - Steel plate and concrete combined shear wall - Google Patents
Steel plate and concrete combined shear wall Download PDFInfo
- Publication number
- CN203769144U CN203769144U CN201420044095.2U CN201420044095U CN203769144U CN 203769144 U CN203769144 U CN 203769144U CN 201420044095 U CN201420044095 U CN 201420044095U CN 203769144 U CN203769144 U CN 203769144U
- Authority
- CN
- China
- Prior art keywords
- wing
- edge
- concrete
- steel plate
- floor
- 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.)
- Expired - Lifetime
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 44
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 29
- 239000010959 steel Substances 0.000 title claims abstract description 29
- 230000002787 reinforcement Effects 0.000 claims abstract description 5
- 238000003466 welding Methods 0.000 claims abstract description 5
- 239000012530 fluid Substances 0.000 claims description 3
- 239000011372 high-strength concrete Substances 0.000 claims description 3
- 239000011376 self-consolidating concrete Substances 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000005422 blasting Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000011344 liquid material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Panels For Use In Building Construction (AREA)
Abstract
The utility model discloses a steel plate and concrete combined shear wall which is formed by connecting a plurality of units sequentially end to end. The units are provided with cavities which are internally filled with concrete in a pouring mode. The units comprise first flanges and second flanges, wherein the first flanges and the second flanges are arranged oppositely. The tail portions of the first flanges are provided with first rib plates perpendicular to the first flanges, and the tail portions of the second flanges are provided with second rib plates perpendicular to the second flanges. The first rib plates and the second rib plates are arranged oppositely and are connected in a closed welding mode through connecting reinforcements. The tail portion of the first flange and the tail portion of the second flange of one front unit are in lap joint with the head portion of the first flange and the head portion of the second flange of the corresponding rear unit respectively. The steel plate and concrete combined shear wall is reliable in combined function, high in pressure resisting and shear resisting bearing capacity, convenient to construct and manufacture and superior in economic performance.
Description
Technical field
The utility model relates to a kind of steel plate concrete combined shear wall, belongs to building structure field.
Background technology
Conventional steel plate concrete combined shear wall is at individual layer steel plate both sides poured in place concrete or connect precast concrete plank, and steel plate both sides arrange peg or bolt.The effect of steel plate is to add reinforced concrete, the thickness of attenuate concrete wall, and concrete retrains steel plate, improves the flexing bearing capacity of steel plate.This type of steel plate concrete combined shear wall is concrete component in essence, or the concrete component of putting more energy into, and the bearing capacity of member and ductility are mainly still determined by concrete, exists the shortcoming such as complex structure, constructional difficulties.
Summary of the invention
In order to overcome the shortcoming of complex structure, constructional difficulties etc. that existing steel plate concrete combined shear wall exists, the utility model provides that a kind of steel using amount economy, structure manufacture are simple, convenient and quick construction, be convenient to suitability for industrialized production, give full play to steel and concrete advantage, the steel plate concrete combined shear wall that be beneficial to saving material, reduce environment pollution, improve dwelling environment, economic performance is good.
The technical solution adopted in the utility model is:
A kind of steel plate concrete combined shear wall, is characterized in that: connected and composed successively by multiple unit head and the tail, described unit has cavity, fluid concrete in described cavity;
Described unit comprises first edge of a wing, second edge of a wing that are oppositely arranged, the afterbody on the first described edge of a wing is provided with first floor vertical with the first described edge of a wing, the afterbody on the second described edge of a wing is provided with second floor vertical with the second described edge of a wing, and described the first floor, the second floor are oppositely arranged; Between the first described floor and the second floor, seal welding by connecting reinforcement; First edge of a wing of a unit, the head on second edge of a wing after first edge of a wing of last unit, the afterbody on second edge of a wing overlap respectively;
Between first edge of a wing of front end unit, the head on second edge of a wing, weld by end plate closes, between first floor on first edge of a wing of terminal units and second floor on second edge of a wing, weld by end plate closes.
Further, on the sidewall of described cavity, be provided with peg.
Further, described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Steel plate concrete combined shear wall described in the utility model, can reduce the flakiness ratio of steel plate, effectively attenuate steel plate; In the stressed stage, two side wing edges and inner concrete are connected into an entirety, cooperative transformation by the floor of two side wing edges and connecting reinforcement; Improve concrete compression bearing capacity; Concrete constraint both sides steel plate, prevents steel plate flexing.
Preservative treatment of the present utility model can be rust prevention by applying liquid material paint or galvanizing by dipping after impeller blasting; Fire prevention is processed can spray thick-layered fire coating or scumbling type fireproof paint.
The beneficial effects of the utility model are mainly manifested in: 1, in steel plate concrete combined shear wall, concrete is an entirety, build conveniently, do not need formwork; 2, two side wing edges and concrete are by peg collaborative work, and compound action is reliable, and resistance to compression and shear resistant capacity are high; 3, construct easy to makely, economic performance is superior.
Brief description of the drawings
Fig. 1 is the plan view of the utility model steel plate concrete combined shear wall.
Fig. 2 is the graphics of the utility model steel plate concrete combined shear wall.
Detailed description of the invention
See figures.1.and.2, a kind of steel plate concrete combined shear wall, is connected and composed successively by multiple unit 1 head and the tail, and described unit 1 has cavity, fluid concrete 2 in described cavity;
Described unit 1 comprises first edge of a wing 11, second edge of a wing 12 that are oppositely arranged, the afterbody on the first described edge of a wing 11 is provided with first floor vertical with the first described edge of a wing 11, the afterbody on the second described edge of a wing 12 is provided with second floor vertical with the second described edge of a wing 12, and described the first floor, the second floor are oppositely arranged; Between the first described floor and the second floor, weld by connecting reinforcement 13 sealings; First edge of a wing 11 of a unit, the head on second edge of a wing 12 after first edge of a wing 11 of last unit, the afterbody on second edge of a wing 12 overlap respectively;
Between first edge of a wing of front end unit, the head on second edge of a wing, by end plate 3 sealing welding, between first floor on first edge of a wing of terminal units and second floor on second edge of a wing, seal welding by end plate 3.
Further, on the sidewall of described cavity, be provided with peg.
Further, described concrete 2 can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Content described in this manual embodiment is only enumerating of way of realization to inventive concept; protection domain of the present utility model should not be regarded as only limiting to the concrete form that embodiment states, protection domain of the present utility model also and conceive the equivalent technologies means that can expect according to the utility model in those skilled in the art.
Claims (3)
1. a steel plate concrete combined shear wall, is characterized in that: connected and composed successively by multiple unit head and the tail, described unit has cavity, fluid concrete in described cavity;
Described unit comprises first edge of a wing, second edge of a wing that are oppositely arranged, the afterbody on the first described edge of a wing is provided with first floor vertical with the first described edge of a wing, the afterbody on the second described edge of a wing is provided with second floor vertical with the second described edge of a wing, and described the first floor, the second floor are oppositely arranged; Between the first described floor and the second floor, seal welding by connecting reinforcement; First edge of a wing of a unit, the head on second edge of a wing after first edge of a wing of last unit, the afterbody on second edge of a wing overlap respectively;
Between first edge of a wing of front end unit, the head on second edge of a wing, weld by end plate closes, between first floor on first edge of a wing of terminal units and second floor on second edge of a wing, weld by end plate closes.
2. a kind of steel plate concrete combined shear wall as claimed in claim 1, is characterized in that: on the sidewall of described cavity, be provided with peg.
3. a kind of steel plate concrete combined shear wall as claimed in claim 2, is characterized in that: described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420044095.2U CN203769144U (en) | 2014-01-23 | 2014-01-23 | Steel plate and concrete combined shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420044095.2U CN203769144U (en) | 2014-01-23 | 2014-01-23 | Steel plate and concrete combined shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203769144U true CN203769144U (en) | 2014-08-13 |
Family
ID=51286350
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420044095.2U Expired - Lifetime CN203769144U (en) | 2014-01-23 | 2014-01-23 | Steel plate and concrete combined shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203769144U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103835411A (en) * | 2014-01-23 | 2014-06-04 | 浙江杭萧钢构股份有限公司 | Shear wall with steel plates combined with concrete |
| CN105804322A (en) * | 2016-03-31 | 2016-07-27 | 初明进 | Liner-shaped steel member |
| CN107842129A (en) * | 2016-09-20 | 2018-03-27 | 江苏新蓝天钢结构有限公司 | A kind of thin-walled Combined steel plate shear wall |
-
2014
- 2014-01-23 CN CN201420044095.2U patent/CN203769144U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103835411A (en) * | 2014-01-23 | 2014-06-04 | 浙江杭萧钢构股份有限公司 | Shear wall with steel plates combined with concrete |
| CN105804322A (en) * | 2016-03-31 | 2016-07-27 | 初明进 | Liner-shaped steel member |
| CN107842129A (en) * | 2016-09-20 | 2018-03-27 | 江苏新蓝天钢结构有限公司 | A kind of thin-walled Combined steel plate shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: HANGXIAO STEEL COMPONENT CO., LTD. Free format text: FORMER NAME: ZHEJIANG HANGXIAO STEEL STRUCTURE CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: Xiaoshan Economic Development Zone hongken road Xiaoshan District Hangzhou city Zhejiang province 311217 No. 305 Patentee after: HANGXIAO STEEL STRUCTURE Co.,Ltd. Address before: Xiaoshan Economic Development Zone hongken road Xiaoshan District Hangzhou city Zhejiang province 311217 No. 305 Patentee before: ZHEJIANG HANGXIAO STEEL STRUCTURE Co.,Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20140813 |
|
| CX01 | Expiry of patent term |