CN103122665A - Combined-type steel-box-shaped steel plate shear wall - Google Patents

Combined-type steel-box-shaped steel plate shear wall Download PDF

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Publication number
CN103122665A
CN103122665A CN201310047334XA CN201310047334A CN103122665A CN 103122665 A CN103122665 A CN 103122665A CN 201310047334X A CN201310047334X A CN 201310047334XA CN 201310047334 A CN201310047334 A CN 201310047334A CN 103122665 A CN103122665 A CN 103122665A
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CN
China
Prior art keywords
shaped steel
box
concrete
steel plate
plate shear
Prior art date
Application number
CN201310047334XA
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Chinese (zh)
Inventor
金天德
Original Assignee
金天德
叶再利
曾尚红
庞振钱
杨键
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Priority to CN201320029054 priority Critical
Priority to CN201320029054.1 priority
Application filed by 金天德, 叶再利, 曾尚红, 庞振钱, 杨键 filed Critical 金天德
Priority to CN201310047334XA priority patent/CN103122665A/en
Publication of CN103122665A publication Critical patent/CN103122665A/en
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=48453788&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=CN103122665(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.

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Abstract

Disclosed is a combined-type steel-box-shaped steel plate shear wall. The combined-type steel-box-shaped steel plate shear wall comprises much H-shaped profile steel, wherein the profile steel is vertically arranged and is connected into a whole. Shear resisting studs are arranged in the profile steel along the height direction, concrete is poured in a cavity defined by enclosure of any profile steel, and the concrete and the profile steel are connected into a whole through the shear resisting studs. The concrete inside the wall is integrated, convenient to pour, and free of formworks. The combined effects of the profile steel and the concrete are reliable, and anti-pressing, shear resisting and anti-loading ability is high. The combined-type steel-box-shaped steel plate shear wall is convenient to construct and manufacture, and good in economic performance.

Description

Combination shaped steel box-shaped steel plate shear force wall
Technical field
The invention 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 arrange 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 is connected with steel plate by the method for prefabricated or cast in situs, and major function is to improve the flexing bearing capacity of 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 invention provides a kind of combination shaped steel box-shaped steel plate shear force wall.
The technical solution adopted for the present invention to solve the technical problems 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, is integrally connected; 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 are connected 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 is integrally connected, and 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.
Beneficial effect of the present invention is mainly manifested in: 1, concrete is an integral body within the walls, builds conveniently, does not need formwork; 2, shaped steel and concrete compound action are reliable, and resistance to compression and shear resistant capacity are high; 3, construction is easy to make, and economic performance is superior.
Description of drawings
Fig. 1 is the floor map of the embodiment of the present invention 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 embodiment of the present invention two;
Fig. 5 is the axonometric drawing of Fig. 4;
Fig. 6 is the floor map of the embodiment of the present invention three;
Fig. 7 is the axonometric drawing of Fig. 6;
Fig. 8 is the floor map of the embodiment of the present invention four;
Fig. 9 is the axonometric drawing of Fig. 8;
Figure 10 is the floor map of the embodiment of the present invention five;
Figure 11 is the axonometric drawing of Figure 10;
Figure 12 is the floor map of the embodiment of the present invention six;
Figure 13 is the axonometric drawing of Figure 12;
Figure 14 is the floor map of the embodiment of the present invention seven;
Figure 15 is the axonometric drawing of Figure 14;
Figure 16 is the floor map of the embodiment of the present invention eight;
Figure 17 is the axonometric drawing of Figure 16;
The specific embodiment
The invention will be further described below in conjunction with accompanying drawing, and the present embodiment is implemented under take technical solution of the present invention as prerequisite, but protection scope of the present invention 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, 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 are connected by described shearing resistance peg.Described H shape shaped steel is hot rolled H-shaped.Described concrete is 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, 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 are connected by described shearing resistance peg.Described H shape shaped steel is welded H section steel.Described concrete is 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. one kind is made up shaped steel box-shaped steel plate shear force wall, it is characterized in that: include some " H " shape shaped steel, described shaped steel is erect and is arranged, is integrally connected; 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 are connected by described shearing resistance peg.
2. combination shaped steel box 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 steel plate shear force wall as claimed in claim 1 or 2, it is characterized in that: described shaped steel is integrally connected, and is " one " word shape, " T " word shape, " ten " word shape or " L " word shape.
4. combination shaped steel box 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 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. combination shaped steel box-shaped steel plate shear force wall as described in claim 4 or 5, 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. combination shaped steel box-shaped steel plate shear force wall as described in claim 4 or 5, it is characterized in that: described concrete is ordinary concrete, high-strength concrete or self-compacting concrete.
CN201310047334XA 2013-01-18 2013-02-06 Combined-type steel-box-shaped steel plate shear wall CN103122665A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
CN201320029054 2013-01-18
CN201320029054.1 2013-01-18
CN201310047334XA CN103122665A (en) 2013-01-18 2013-02-06 Combined-type steel-box-shaped steel plate shear wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310047334XA CN103122665A (en) 2013-01-18 2013-02-06 Combined-type steel-box-shaped steel plate shear wall

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CN103122665A true CN103122665A (en) 2013-05-29

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Publication number Priority date Publication date Assignee Title
CN103850349A (en) * 2014-01-15 2014-06-11 浙江杭萧钢构股份有限公司 Frame-steel pipe bundle combined structure system for industrial residential building
CN103982000A (en) * 2014-03-31 2014-08-13 浙江杭萧钢构股份有限公司 Steel tube bundle combination structure of semicircular web
CN103982003A (en) * 2014-03-31 2014-08-13 浙江杭萧钢构股份有限公司 Steel tube bundle combination structure composed of steel plates and C-sections
CN104088378A (en) * 2014-01-18 2014-10-08 广东省建筑设计研究院 Encased steel plate and concrete filled steel tube empty and solid combined shear wall
WO2015106471A1 (en) * 2014-01-15 2015-07-23 单银木 Z-shaped steel pipe bundle composite structure
WO2015106473A1 (en) * 2014-01-15 2015-07-23 单银木 Cross-shaped steel pipe bundle composite structure
WO2015106468A1 (en) * 2014-01-15 2015-07-23 浙江杭萧钢构股份有限公司 C-shaped steel pipe bundle composite structure
WO2015106475A1 (en) * 2014-01-15 2015-07-23 单银木 Industrialized steel pipe bundle composite structured building system
WO2015106474A1 (en) * 2014-01-15 2015-07-23 单银木 L-shaped steel pipe bundle composite structure
CN105839777A (en) * 2016-03-31 2016-08-10 初明进 Line-shaped steel-concrete composite structure member
CN105971163A (en) * 2016-06-02 2016-09-28 初明进 Combined structural member of T-shaped steel member and concrete
CN106193620A (en) * 2016-07-29 2016-12-07 浙江精工钢结构集团有限公司 A kind of processing method of steel plate shear force wall post
CN108797845A (en) * 2018-06-27 2018-11-13 中广核工程有限公司 Steel plate concrete structure wall crosses connecting node reinforcement structure

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CN203080736U (en) * 2013-01-18 2013-07-24 金天德 Combined profile steel box-shaped steel plate shear wall
CN103850347A (en) * 2014-01-15 2014-06-11 浙江杭萧钢构股份有限公司 Steel pipe bundle combined structure system for industrial residential building
CN103806529A (en) * 2014-01-15 2014-05-21 浙江杭萧钢构股份有限公司 T-shaped steel pipe bunch combined structure
CN103850391A (en) * 2014-01-15 2014-06-11 浙江杭萧钢构股份有限公司 Linear steel tube bundle composite structure
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
CN103912074B (en) * 2014-01-26 2016-06-08 杭萧钢构股份有限公司 A kind of framework-steel pipe bundle and steel plate concrete shear wall combined structure system
CN103883039A (en) * 2014-02-19 2014-06-25 浙江杭萧钢构股份有限公司 Headed-web steel tube bundle combined structure
CN103967201A (en) * 2014-03-31 2014-08-06 浙江杭萧钢构股份有限公司 Steel tube bundle combined structure consisting of Z-shaped steel
CN103967198A (en) * 2014-03-31 2014-08-06 浙江杭萧钢构股份有限公司 Steel tube bundle combination structure provided with staggered L-shaped web plates
CN103981999A (en) * 2014-03-31 2014-08-13 浙江杭萧钢构股份有限公司 Linear waveform web steel tube bundle combination structure
CN103967197A (en) * 2014-03-31 2014-08-06 浙江杭萧钢构股份有限公司 Steel tube bundle combination structure provided with X-shaped web plates
CN103967126A (en) * 2014-03-31 2014-08-06 浙江杭萧钢构股份有限公司 Steel tube bundle composite structure composed of H-shaped steel and C-shaped steel webs
CN103982004A (en) * 2014-03-31 2014-08-13 浙江杭萧钢构股份有限公司 Steel tube bundle combination structure with I-shaped web
CN104047379A (en) * 2014-05-05 2014-09-17 浙江杭萧钢构股份有限公司 Steel tube bundle composite structure shear wall field splice node

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CN102400506A (en) * 2011-09-22 2012-04-04 姚攀峰 Template-free energy consumption steel plate shear wall and construction method thereof
CN203080736U (en) * 2013-01-18 2013-07-24 金天德 Combined profile steel box-shaped steel plate shear wall

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JP2007063954A (en) * 2005-09-02 2007-03-15 Takenaka Komuten Co Ltd Method of forming steel plate concrete
CN1807790A (en) * 2006-01-27 2006-07-26 贵州大学 Ribbed grid-like reinforced concrete shear wall and making method thereof
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
CN102400506A (en) * 2011-09-22 2012-04-04 姚攀峰 Template-free energy consumption steel plate shear wall and construction method thereof
CN203080736U (en) * 2013-01-18 2013-07-24 金天德 Combined profile steel box-shaped steel plate shear wall

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015106473A1 (en) * 2014-01-15 2015-07-23 单银木 Cross-shaped steel pipe bundle composite structure
WO2015106474A1 (en) * 2014-01-15 2015-07-23 单银木 L-shaped steel pipe bundle composite structure
WO2015106475A1 (en) * 2014-01-15 2015-07-23 单银木 Industrialized steel pipe bundle composite structured building system
WO2015106477A1 (en) * 2014-01-15 2015-07-23 浙江杭萧钢构股份有限公司 Frame-steel pipe bundle composite structured system for use in industrialized residential building
WO2015106468A1 (en) * 2014-01-15 2015-07-23 浙江杭萧钢构股份有限公司 C-shaped steel pipe bundle composite structure
WO2015106471A1 (en) * 2014-01-15 2015-07-23 单银木 Z-shaped steel pipe bundle composite structure
CN103850349A (en) * 2014-01-15 2014-06-11 浙江杭萧钢构股份有限公司 Frame-steel pipe bundle combined structure system for industrial residential building
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
CN104088378A (en) * 2014-01-18 2014-10-08 广东省建筑设计研究院 Encased steel plate and concrete filled steel tube empty and solid combined shear wall
CN103982003A (en) * 2014-03-31 2014-08-13 浙江杭萧钢构股份有限公司 Steel tube bundle combination structure composed of steel plates and C-sections
CN103982000A (en) * 2014-03-31 2014-08-13 浙江杭萧钢构股份有限公司 Steel tube bundle combination structure of semicircular web
CN105839777A (en) * 2016-03-31 2016-08-10 初明进 Line-shaped steel-concrete composite structure member
CN105971163A (en) * 2016-06-02 2016-09-28 初明进 Combined structural member of T-shaped steel member and concrete
CN106193620A (en) * 2016-07-29 2016-12-07 浙江精工钢结构集团有限公司 A kind of processing method of steel plate shear force wall post
CN106193620B (en) * 2016-07-29 2018-12-14 浙江精工钢结构集团有限公司 A kind of processing method of steel plate shear force wall column
CN108797845A (en) * 2018-06-27 2018-11-13 中广核工程有限公司 Steel plate concrete structure wall crosses connecting node reinforcement structure

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Application publication date: 20130529