CN203080736U - Combined profile steel box-shaped steel plate shear wall - Google Patents
Combined profile steel box-shaped steel plate shear wall Download PDFInfo
- Publication number
- CN203080736U CN203080736U CN 201320068497 CN201320068497U CN203080736U CN 203080736 U CN203080736 U CN 203080736U CN 201320068497 CN201320068497 CN 201320068497 CN 201320068497 U CN201320068497 U CN 201320068497U CN 203080736 U CN203080736 U CN 203080736U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 117
- 239000010959 steel Substances 0.000 title claims abstract description 117
- 239000004567 concrete Substances 0.000 claims abstract description 22
- 238000010008 shearing Methods 0.000 claims description 12
- 239000012530 fluid Substances 0.000 claims description 4
- 239000011372 high-strength concrete Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000011376 self-consolidating concrete Substances 0.000 claims description 2
- 230000006835 compression Effects 0.000 abstract description 2
- 238000007906 compression Methods 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 150000001875 compounds Chemical class 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model provides a combined profile steel box-shaped steel plate shear wall. The combined steel box-shaped steel plate shear wall comprises a plurality of H-shaped profile steel which are vertically arranged and connected into a whole body, wherein the profile steel is provided with anti-shear studs along the height direction, concrete is cast into a cavity formed by splicing and enclosing of arbitrary profile steel, and the concrete and the profile steel are connected into a whole through the anti-shear studs. The concrete in the combined profile steel box-shaped steel plate shear wall is whole and is convenient to cast without needing formworks; and the combination effect of the profile steel and the concrete is reliable, so that the compression strength and the anti-shear carrying capacity are high; and the combined profile steel box-shaped steel plate shear wall is convenient to construct and manufacture and has an excellent economic performance.
Description
Technical field
The utility model belongs to the structural engineering technical field, particularly a kind of combination shaped steel box-shaped steel plate shear force wall.
Background technology
Conventional compound shear wall is to be provided with between floor Vierendeel girder and frame column, and steel plate is connected with Vierendeel girder and frame column by welding or bolt; The concrete part then is connected with steel plate by the method for prefabricated or cast in situs, and major function is the flexing bearing capacity that is used for improving steel plate.This type of steel plate shear force wall is mainly used to resist horizontal force, does not bear or partly bear vertical force.
Summary of the invention
In order to overcome the deficiencies in the prior art, the utility model provides a kind of combination shaped steel box-shaped steel plate shear force wall.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of combination shaped steel box-shaped steel plate shear force wall includes some " H " shape shaped steel, and described shaped steel is erect and arranged, connects one; Described shaped steel is provided with the shearing resistance peg along short transverse, and shaped steel splices fluid concrete in the cavity that surrounds arbitrarily, and described concrete and shaped steel fuse by described shearing resistance peg.
Also include some steel plates, described steel plate is arranged in described shaped steel end, forms the structure of remaining silent.
Described shaped steel connects one, is " one " word shape, " T " word shape, " ten " word shape or " L " word shape.
Described shearing resistance peg is arranged on the web of described shaped steel, along the short transverse setting.
Described shearing resistance peg is arranged on the edge of a wing of described shaped steel, along the short transverse setting.
Described H shape shaped steel is hot rolled H-shaped or welded H shape shaped steel or high-frequency welding H shape shaped steel.
Described concrete is ordinary concrete, high-strength concrete or self-compacting concrete.
The beneficial effects of the utility model mainly show: 1, concrete is an integral body within the walls, builds conveniently, does not need formwork; 2, shaped steel and concrete compound action are reliable, resistance to compression and shear resistant capacity height; 3, construction is easy to make, and economic performance is superior.
Description of drawings
Fig. 1 is the floor map of the utility model embodiment one;
Fig. 2 is the generalized section of Fig. 1;
Fig. 3 is the axonometric drawing of Fig. 1;
Fig. 4 is the floor map of the utility model embodiment two;
Fig. 5 is the axonometric drawing of Fig. 4;
Fig. 6 is the floor map of the utility model embodiment three;
Fig. 7 is the axonometric drawing of Fig. 6;
Fig. 8 is the floor map of the utility model embodiment four;
Fig. 9 is the axonometric drawing of Fig. 8;
Figure 10 is the floor map of the utility model embodiment five;
Figure 11 is the axonometric drawing of Figure 10;
Figure 12 is the floor map of the utility model embodiment six;
Figure 13 is the axonometric drawing of Figure 12;
Figure 14 is the floor map of the utility model embodiment seven;
Figure 15 is the axonometric drawing of Figure 14;
Figure 16 is the floor map of the utility model embodiment eight;
Figure 17 is the axonometric drawing of Figure 16;
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described, present embodiment is being to implement under the prerequisite with technical solutions of the utility model, but protection domain of the present utility model is not limited to following embodiment.
Embodiment one:
With reference to accompanying drawing 1-3, a kind of combination shaped steel box-shaped steel plate shear force wall includes four " H " shape shaped steel 1, and described shaped steel is erect and arranged that the edge of a wing is linked to be " one " font by weld seam; The web of described shaped steel is provided with shearing resistance peg 2 along short transverse, fluid concrete 3 in the cavity that described shaped steel splicing surrounds, and described concrete and shaped steel fuse by described shearing resistance peg.Described H shape shaped steel is hot rolled H-shaped.Described concrete is an ordinary concrete.Weld seam between the described edge of a wing adopts the groove weld seam to connect.
Embodiment two:
With reference to accompanying drawing 4-5, a kind of combination shaped steel box-shaped steel plate shear force wall includes four " H " shape shaped steel 1, and described shaped steel is erect and arranged that the edge of a wing is linked to be " one " font by weld seam; The edge of a wing of described shaped steel is provided with shearing resistance peg 2 along short transverse, steel plate 4 welds with the groove weld seam with the end of described shaped steel, fluid concrete 3 in the cavity that described shaped steel and steel plate splicing surround, described concrete and shaped steel fuse by described shearing resistance peg.Described H shape shaped steel is welded H section steel.Described concrete is a high-strength concrete.Weld seam between the described edge of a wing adopts the groove weld seam to connect.
Embodiment three:
With reference to accompanying drawing 6-7, a kind of combination shaped steel box-shaped steel plate shear force wall includes 6 " H " shape shaped steel 1, and described shaped steel is erect and arranged, is linked to be " T " font by weld seam; Steel plate 4 is arranged in three ends of " T " font, is linked to be an integral body with the groove weld seam.Other are with embodiment one.
Embodiment four:
With reference to accompanying drawing 8-9, a kind of combination shaped steel box-shaped steel plate shear force wall includes 6 " H " shape shaped steel 1, and described shaped steel is erect and arranged, is linked to be " T " font by weld seam, and is open-ended.Other are with embodiment three.
Embodiment five:
With reference to accompanying drawing 10-11, a kind of combination shaped steel box-shaped steel plate shear force wall includes 8 " H " shape shaped steel 1, and described shaped steel is erect and arranged, is linked to be " ten " font by weld seam; Steel plate 4 is arranged in four ends of " ten " font, is linked to be an integral body with the groove weld seam.Other are with embodiment one.
Embodiment six:
With reference to accompanying drawing 12-13, a kind of combination shaped steel box-shaped steel plate shear force wall includes 8 " H " shape shaped steel 1, and described shaped steel is erect and arranged, is linked to be " ten " font by weld seam, and is open-ended.Other are with embodiment five.
Embodiment seven:
With reference to accompanying drawing 14-15, a kind of combination shaped steel box-shaped steel plate shear force wall includes 4 " H " shape shaped steel 1, and described shaped steel is erect and arranged, is linked to be " L " font by weld seam; Steel plate 4 is arranged in two ends of " L " font, is linked to be an integral body with the groove weld seam.Other are with embodiment one.
Embodiment eight:
With reference to accompanying drawing 16-17, a kind of combination shaped steel box-shaped steel plate shear force wall includes 4 " H " shape shaped steel 1, and described shaped steel is erect and arranged, is linked to be " L " font by weld seam; Open-ended, other are with embodiment seven.
Claims (7)
1. a combination shaped steel box-shaped steel plate shear force wall is characterized in that: include some " H " shape shaped steel, described shaped steel setting layout, connection one; Described shaped steel is provided with the shearing resistance peg along short transverse, and shaped steel splices fluid concrete in the cavity that surrounds arbitrarily, and described concrete and shaped steel fuse by described shearing resistance peg.
2. combination shaped steel box-shaped steel plate shear force wall as claimed in claim 1 is characterized in that: also include some steel plates, described steel plate is arranged in described shaped steel end, forms the structure of remaining silent.
3. combination shaped steel box-shaped steel plate shear force wall as claimed in claim 1 or 2 is characterized in that: described shaped steel connects one, is " one " word shape, " T " word shape, " ten " word shape or " L " word shape.
4. combination shaped steel box-shaped steel plate shear force wall as claimed in claim 3, it is characterized in that: described shearing resistance peg is arranged on the web of described shaped steel, along the short transverse setting.
5. combination shaped steel box-shaped steel plate shear force wall as claimed in claim 3, it is characterized in that: described shearing resistance peg is arranged on the edge of a wing of described shaped steel, along the short transverse setting.
6. as claim 4 or 5 described combination shaped steel box-shaped steel plate shear force walls, it is characterized in that: described H shape shaped steel is hot rolled H-shaped or welded H shape shaped steel or high-frequency welding H shape shaped steel.
7. as claim 4 or 5 described combination shaped steel box-shaped steel plate shear force walls, it is characterized in that: described concrete is ordinary concrete, high-strength concrete or self-compacting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320068497 CN203080736U (en) | 2013-01-18 | 2013-02-06 | Combined profile steel box-shaped steel plate shear wall |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320029054 | 2013-01-18 | ||
| CN201320029054.1 | 2013-01-18 | ||
| CN 201320068497 CN203080736U (en) | 2013-01-18 | 2013-02-06 | Combined profile steel box-shaped steel plate shear wall |
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| CN203080736U true CN203080736U (en) | 2013-07-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201320068497 Expired - Lifetime CN203080736U (en) | 2013-01-18 | 2013-02-06 | Combined profile steel box-shaped steel plate shear wall |
| CN201310047334XA Pending CN103122665A (en) | 2013-01-18 | 2013-02-06 | Combined-type steel-box-shaped steel plate shear wall |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310047334XA Pending CN103122665A (en) | 2013-01-18 | 2013-02-06 | Combined-type steel-box-shaped steel plate shear wall |
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| CN103122665A (en) * | 2013-01-18 | 2013-05-29 | 金天德 | Combined-type steel-box-shaped steel plate shear wall |
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| 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 |
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- 2013-02-06 CN CN201310047334XA patent/CN103122665A/en active Pending
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| CN103122665A (en) | 2013-05-29 |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170307 Address after: Hangzhou City, Zhejiang province 310016 Phoenix Road No. 207 B1 block 9 building Wufu Zhonghao world 905 Patentee after: Jin Tiande Address before: Hangzhou City, Zhejiang province 310001 Shangcheng District Sha Road No. 116 Patentee before: Jin Tiande Patentee before: Ye Zaili Patentee before: Zeng Shanghong Patentee before: Pang Zhenqian Patentee before: Yang Jian |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181025 Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY CO.,LTD. Address before: 310016, 9 floor, B1, block 9, FengHao Road, Hangzhou, Zhejiang, China. Patentee before: Jin Tiande |
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| TR01 | Transfer of patent right | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: Zhejiang Seiko Euler Steel Structure Technology Co.,Ltd. Address before: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee before: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY CO.,LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY Co.,Ltd. Address before: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee before: Zhejiang Seiko Euler Steel Structure Technology Co.,Ltd. |
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Assignee: Wuhan Fuxing Jinggong Oula Lvjian Technology Co.,Ltd. Assignor: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY Co.,Ltd. Contract record no.: X2021330000022 Denomination of utility model: Composite steel box steel plate shear wall Granted publication date: 20130724 License type: Common License Record date: 20210303 |
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Granted publication date: 20130724 |
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