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CN116005847A - Manufacturing and assembling method of single-steel-plate shear wall - Google Patents

Manufacturing and assembling method of single-steel-plate shear wall Download PDF

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Publication number
CN116005847A
CN116005847A CN202211656507.3A CN202211656507A CN116005847A CN 116005847 A CN116005847 A CN 116005847A CN 202211656507 A CN202211656507 A CN 202211656507A CN 116005847 A CN116005847 A CN 116005847A
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steel
shear wall
steel plate
plate shear
wall body
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Inventor
周观根
李之硕
叶楚楠
赵世伟
周铁林
何庆锋
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Zhejiang Southeast Lvjian Integrated Technology Co ltd
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Zhejiang Southeast Lvjian Integrated Technology Co ltd
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Abstract

The invention relates to a manufacturing and assembling method of a single-steel-plate shear wall, which is mainly applied to the field of industrial and civil building steel structure processing production and comprises a single-steel-plate shear wall body, wherein steel plates are arranged in the single-steel-plate shear wall body, cold-bending channel steel, ring beams and anti-deformation buckle plates are arranged on the steel plates, cold-bending channel steel is arranged in the ring beams, steel frame beams are arranged at the upper parts of the steel plates and the cold-bending channel steel, and fishplates are respectively arranged at two side ends of the steel plates. The steel plate shear wall member product is smooth and attractive in appearance, reliable in connection quality among all parts, completely meets the requirements of design and related standards, high in production efficiency, simple and easy to understand, and low in implementation cost.

Description

一种单钢板剪力墙制作及组装方法A method of manufacturing and assembling a single steel plate shear wall

技术领域technical field

本发明专利涉及一种单钢板剪力墙制作及组装方法,该技术方法主要应用于工业与民用建筑钢结构加工生产领域。The patent of the present invention relates to a single steel plate shear wall production and assembly method, which is mainly used in the field of industrial and civil building steel structure processing and production.

背景技术Background technique

钢板剪力墙易加工,易拼装,轻质高强,与建筑的模块化、标准化、工厂化和信息化发展相符。抗侧力结构在建筑中起到抵抗风荷载和地震荷载等水平荷载的作用,是保证整个结构安全可靠的关键。多高层的装配式住宅建筑对空间布局具有更高要求,因此布置灵活、占用空间小、易于维护墙体配合使用的建筑特点,又具备自重轻、承载力高、抗震性能好的结构优点,使得钢板剪力墙的到了更好的应用。The steel plate shear wall is easy to process, easy to assemble, light in weight and high in strength, which is consistent with the development of modularization, standardization, factoryization and informationization of buildings. The anti-lateral force structure plays a role in resisting horizontal loads such as wind loads and earthquake loads in buildings, and is the key to ensuring the safety and reliability of the entire structure. Multi-story prefabricated residential buildings have higher requirements for spatial layout, so the architectural features of flexible layout, small footprint, easy maintenance and use of walls, and the structural advantages of light weight, high bearing capacity, and good seismic performance make The steel plate shear wall has a better application.

发明内容Contents of the invention

(一)解决的技术问题(1) Solved technical problems

本发明专利所述制作及组装方法是针对钢板剪力墙构件这一产品的生产而专门研究的方法,其中本发明涉及的单钢板剪力墙制作及组装方法也适用于同类型的钢板剪力墙设计,该深化设计方法已成功运用至实际设计及生产,应用效果良好。The production and assembly method described in the patent of the present invention is a method specially researched for the production of steel plate shear wall components, and the single steel plate shear wall production and assembly method involved in the present invention is also applicable to the same type of steel plate shear wall Wall design, this detailed design method has been successfully applied to actual design and production, and the application effect is good.

(二)技术方案(2) Technical solution

为实现以上目的,本发明通过以下技术方案予以实现:一种单钢板剪力墙,包括单钢板剪力墙本体,所述单钢板剪力墙本体中设有钢板,所述钢板上设有冷弯槽钢、圈梁以及防变形卡扣板,所述的圈梁中设有冷弯槽钢,所述的钢板和冷弯槽钢的上部设有钢框架梁,所述钢板两侧端分别设有鱼尾板。In order to achieve the above object, the present invention is achieved through the following technical solutions: a single steel plate shear wall, comprising a single steel plate shear wall body, a steel plate is arranged in the single steel plate shear wall body, and a cold plate is arranged on the steel plate Bent channel steel, ring beam and anti-deformation buckle plate, the ring beam is provided with cold-formed channel steel, the upper part of the steel plate and cold-formed channel steel is provided with a steel frame beam, and the two sides of the steel plate are respectively provided with fish plate.

优选的,所述单钢板剪力墙本体与钢框架柱通过鱼尾板连接固定,所述单钢板剪力墙本体通过防变形卡扣板防止构件变形。Preferably, the single steel plate shear wall body and the steel frame column are connected and fixed through fishplates, and the single steel plate shear wall body prevents component deformation through a deformation-resistant buckle plate.

优选的,单钢板剪力墙本体分为两个部分,其中一部分钢板与冷弯槽钢焊接,并与钢框架梁焊接为一体;另一部分钢板与圈梁以及冷弯槽钢焊接为一体。Preferably, the single-steel plate shear wall body is divided into two parts, one part of the steel plate is welded with the cold-formed channel steel and welded with the steel frame beam as a whole; the other part of the steel plate is welded with the ring beam and the cold-formed channel steel as a whole.

一种单钢板剪力墙的组装方法,包括如下操作步骤:A method for assembling a single steel plate shear wall, comprising the following steps:

第一步:在工厂对需要使用的零部件进行按规格生产,待生产完毕后,在将其分类放置;Step 1: Produce the parts that need to be used according to the specifications in the factory, and after the production is completed, place them in classification;

第二步:将用于安装单钢板剪力墙本体的材料运输至现场进行组装并进行焊接;Step 2: Transport the materials used to install the single steel plate shear wall body to the site for assembly and welding;

第三步:待运输至现场后,可以先将钢板与冷弯槽钢进行焊接安装,待安装完毕后,在与钢框架梁焊接成一体即可;Step 3: After being transported to the site, the steel plate and cold-formed channel steel can be welded and installed first. After the installation is completed, it can be welded into one with the steel frame beam;

第四步:再将钢板与圈梁以及冷弯槽钢焊接成一体即可;Step 4: Then weld the steel plate, the ring beam and the cold-formed channel steel into one;

第五步:最后在将第三部与第四步焊接完成的单钢板剪力墙本体的两部分在进行拼接组装及焊接。Step 5: Finally, splice, assemble and weld the two parts of the single steel plate shear wall body that have been welded in the third and fourth steps.

优选的,所述单钢板剪力墙本体的的焊接顺序为:Preferably, the welding sequence of the single steel plate shear wall body is:

S1、在对钢板剪力墙本体进行组装并焊接时,需要先对单钢板剪力墙本体的位置进行调整,待调整到位后,在将圈梁与钢框架柱进行焊接;S1. When assembling and welding the steel plate shear wall body, it is necessary to adjust the position of the single steel plate shear wall body first. After the adjustment is in place, weld the ring beam and the steel frame column;

S2、在对安装精度调整完毕后,在将钢板剪力墙本体和钢框架梁进行焊接;S2. After adjusting the installation accuracy, weld the steel plate shear wall body and steel frame beam;

S3、其余的钢框架柱与钢板剪力墙本体的竖向焊缝,必须在主体结构完成后才能与钢框架柱进行焊接。S3. The vertical welds between the remaining steel frame columns and the steel plate shear wall body must be welded to the steel frame columns only after the main structure is completed.

本发明专利所述工艺具有以下优点:The process described in the patent of the present invention has the following advantages:

1、应用该钢板剪力墙构件产品,使得其外观光顺、美观,各零件之间的连接质量可靠,完全符合设计和相关标准的要求,以及具有较高的生产效率,且该方法简易易懂,实施成本低。1. The steel plate shear wall component product is used to make its appearance smooth and beautiful, and the connection quality between various parts is reliable, which fully meets the requirements of the design and relevant standards, and has high production efficiency, and the method is simple and easy Understand, the implementation cost is low.

2、有效防止了钢板剪力墙在运输过程中的变形,构件稳定性更强,提高了建筑的安全可靠度。2. Effectively prevent the deformation of the steel plate shear wall during transportation, the stability of the components is stronger, and the safety and reliability of the building are improved.

附图说明Description of drawings

图1为本发明单钢板剪力墙模型立面图;Fig. 1 is the elevation view of single steel plate shear wall model of the present invention;

图2为本发明单钢板剪力墙模型剖面图。Fig. 2 is a sectional view of a single steel plate shear wall model of the present invention.

图中:1、鱼尾板;2、冷弯槽钢;3、圈梁;4、钢板;5、钢框架梁;6、钢框架柱;7、防变形卡扣板;8、单钢板剪力墙本体。In the figure: 1. Fish plate; 2. Cold-formed channel steel; 3. Ring beam; 4. Steel plate; 5. Steel frame beam; 6. Steel frame column; 7. Anti-deformation buckle plate; 8. Single steel plate shear The body of the force wall.

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention.

请参阅图1至图2,本发明提供一种技术方案:一种单钢板剪力墙,包括单钢板剪力墙本体8,单钢板剪力墙本体8中设有钢板4,钢板4上设有冷弯槽钢2、圈梁3以及防变形卡扣板7,的圈梁3中设有冷弯槽钢2,的钢板4和冷弯槽钢2的上部设有钢框架梁5,钢板4两侧端分别设有鱼尾板1,单钢板剪力墙本体8与钢框架柱6通过鱼尾板1连接固定,单钢板剪力墙本体8通过防变形卡扣板7防止构件变形,单钢板剪力墙本体8分为两个部分,其中一部分钢板4与冷弯槽钢2焊接,并与钢框架梁5焊接为一体;另一部分钢板4与圈梁3以及冷弯槽钢2焊接为一体。Please refer to Fig. 1 to Fig. 2, the present invention provides a kind of technical solution: a kind of single steel plate shear wall, comprises single steel plate shear wall body 8, is provided with steel plate 4 in the single steel plate shear wall body 8, is set on the steel plate 4 There are cold-formed channel steel 2, ring beam 3 and anti-deformation buckle plate 7, the ring beam 3 is provided with cold-formed channel steel 2, the upper part of the steel plate 4 and cold-formed channel steel 2 is provided with a steel frame beam 5, and the steel plate 4 Fishplates 1 are provided on both sides, the single steel plate shear wall body 8 and the steel frame column 6 are connected and fixed through the fishplate 1, and the single steel plate shear wall body 8 prevents component deformation through the anti-deformation buckle plate 7, The single steel plate shear wall body 8 is divided into two parts, one part of the steel plate 4 is welded with the cold-formed channel steel 2 and welded with the steel frame beam 5 as a whole; the other part of the steel plate 4 is welded with the ring beam 3 and the cold-formed channel steel 2 as one.

一种单钢板剪力墙的组装方法,包括如下操作步骤:A method for assembling a single steel plate shear wall, comprising the following steps:

第一步:在工厂对需要使用的零部件进行按规格生产,待生产完毕后,在将其分类放置;Step 1: Produce the parts that need to be used according to the specifications in the factory, and after the production is completed, place them in classification;

第二步:将用于安装单钢板剪力墙本体8的材料运输至现场进行组装并进行焊接;Step 2: Transport the materials for installing the single steel plate shear wall body 8 to the site for assembly and welding;

第三步:待运输至现场后,可以先将钢板4与冷弯槽钢2进行焊接安装,待安装完毕后,在与钢框架梁5焊接成一体即可;Step 3: After being transported to the site, the steel plate 4 and the cold-formed channel steel 2 can be welded and installed first, and after the installation is completed, it can be welded together with the steel frame beam 5;

第四步:再将钢板4与圈梁3以及冷弯槽钢2焊接成一体即可;The fourth step: then weld the steel plate 4, the ring beam 3 and the cold-formed channel steel 2 into one;

第五步:最后在将第三部与第四步焊接完成的单钢板剪力墙本体8的两部分在进行拼接组装及焊接,Step 5: Finally, the two parts of the single steel plate shear wall body 8 that have been welded in the third and fourth steps are spliced, assembled and welded.

单钢板剪力墙本体8的的焊接顺序为:The welding sequence of the single steel plate shear wall body 8 is:

S1、在对钢板剪力墙本体8进行组装并焊接时,需要先对单钢板剪力墙本体8的位置进行调整,待调整到位后,在将圈梁3与钢框架柱6进行焊接;S1. When assembling and welding the steel plate shear wall body 8, the position of the single steel plate shear wall body 8 needs to be adjusted first. After the adjustment is in place, the ring beam 3 and the steel frame column 6 are welded;

S2、在对安装精度调整完毕后,在将钢板剪力墙本体8和钢框架梁5进行焊接;S2. After the installation accuracy is adjusted, the steel plate shear wall body 8 and the steel frame beam 5 are welded;

S3、其余的钢框架柱6与钢板剪力墙本体8的竖向焊缝,必须在主体结构完成后才能与钢框架柱6进行焊接。S3. The vertical welds between the remaining steel frame columns 6 and the steel plate shear wall body 8 must be welded to the steel frame columns 6 after the main structure is completed.

在本说明书的描述中,术语“连接”、“安装”、“固定”、“设置”等均做广义理解,例如,“连接”可以是固定连接或在不影响部件关系与技术效果的基础上通过中间组件间接进行,也可以是一体连接或部分连接,如同此例的情形对于本领域普通技术人员而言,可根据具体情况理解上述术语在本发明或发明中的具体含义。In the description of this manual, the terms "connection", "installation", "fixation", "setting" and so on are to be understood in a broad sense, for example, "connection" can be a fixed connection or a Indirectly through an intermediate component, it may also be an integral connection or a partial connection, as in the case of this example, those of ordinary skill in the art can understand the specific meanings of the above terms in the present invention or the invention according to specific situations.

以上所述,仅为本发明较佳的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,根据本发明的技术方案及其发明构思加以等同替换或改变,都应涵盖在本发明的保护范围之内。The above is only a preferred embodiment of the present invention, but the scope of protection of the present invention is not limited thereto, any person familiar with the technical field within the technical scope disclosed in the present invention, according to the technical solution of the present invention Any equivalent replacement or change of the inventive concepts thereof shall fall within the protection scope of the present invention.

Claims (5)

1. A single steel sheet shear force wall, its characterized in that: including single steel sheet shear force wall body (8), be equipped with steel sheet (4) in single steel sheet shear force wall body (8), be equipped with clod wash channel-section steel (2), round-backed beam (3) and anti-deformation buckle plate (7) on steel sheet (4), round-backed beam (3) in be equipped with clod wash channel-section steel (2), the upper portion of steel sheet (4) and clod wash channel-section steel (2) be equipped with steel frame roof beam (5), steel sheet (4) both sides end is equipped with fishplate (1) respectively.
2. A single steel plate shear wall according to claim 1, wherein: the single steel plate shear wall body (8) is fixedly connected with the steel frame column (6) through the fishplate (1), and the single steel plate shear wall body (8) prevents component deformation through the deformation-preventing buckle plate (7).
3. A single steel plate shear wall according to claim 2, wherein: the single-steel-plate shear wall body (8) is divided into two parts, wherein a part of steel plates (4) are welded with the cold-formed channel steel (2) and are welded with the steel frame beam (5) into a whole; the other part of the steel plate (4) is welded with the ring beam (3) and the cold-bending channel steel (2) into a whole.
4. The method for assembling a single steel plate shear wall according to claim 1, comprising the following steps:
the first step: the parts to be used are produced according to the specification in a factory, and after the production is finished, the parts are classified and placed;
and a second step of: transporting the material for installing the single-steel-plate shear wall body (8) to the site for assembly and welding;
and a third step of: after the steel plate is transported to the site, the steel plate (4) and the cold-formed channel steel (2) can be welded and installed, and after the steel plate is installed, the steel plate and the steel frame beam (5) are welded into a whole;
fourth step: then the steel plate (4) and the ring beam (3) and the cold-formed channel steel (2) are welded into a whole;
fifth step: and finally, splicing, assembling and welding the two parts of the single-steel-plate shear wall body (8) which are welded in the third step and the fourth step.
5. The method for assembling a single steel plate shear wall according to claim 4, wherein: the welding sequence of the single-steel-plate shear wall body (8) is as follows:
s1, when the steel plate shear wall body (8) is assembled and welded, the position of the single steel plate shear wall body (8) needs to be adjusted, and after the position is adjusted in place, the ring beam (3) and the steel frame column (6) are welded;
s2, after the installation accuracy is adjusted, welding the steel plate shear wall body (8) and the steel frame beam (5);
s3, the other vertical welding seams of the steel frame columns (6) and the steel plate shear wall body (8) can be welded with the steel frame columns (6) only after the main body structure is completed.
CN202211656507.3A 2022-12-22 2022-12-22 Manufacturing and assembling method of single-steel-plate shear wall Pending CN116005847A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117489127A (en) * 2023-11-06 2024-02-02 中国二十二冶集团有限公司 Welding method of adjacent steel plates for steel wall

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1007650A (en) * 1962-04-12 1965-10-13 Dexion Ltd Improvements relating to structures comprising panels secured to framework
KR20130139627A (en) * 2012-06-13 2013-12-23 주식회사 포스코 Steel plate shear wall structure using block assembly
CN103883029A (en) * 2014-03-11 2014-06-25 北京工业大学 Assembling type reinforcing steel plate shear wall
CN107227808A (en) * 2017-07-04 2017-10-03 重庆大学 A kind of buckling-restrained steel plate shear force wall system of full assembled
CN107795035A (en) * 2017-11-14 2018-03-13 南京师范大学 The installation fixed structure and its installation method of a kind of building wall board
CN112962916A (en) * 2021-02-08 2021-06-15 斯迈普电梯(中国)有限公司 Novel cold-formed thin-walled steel elevator well
CN114607069A (en) * 2022-04-14 2022-06-10 北京工业大学 Built-in steel plate connecting column type double-steel-plate shear wall and mounting method thereof
CN114856038A (en) * 2022-05-20 2022-08-05 中建科技有限公司华东分公司 New type prefabricated steel-concrete L-shaped composite shear wall structure
US20220389708A1 (en) * 2021-06-02 2022-12-08 Tongji University Function-Recoverable Prefabricated Seismic Shear Wall Structure

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1007650A (en) * 1962-04-12 1965-10-13 Dexion Ltd Improvements relating to structures comprising panels secured to framework
KR20130139627A (en) * 2012-06-13 2013-12-23 주식회사 포스코 Steel plate shear wall structure using block assembly
CN103883029A (en) * 2014-03-11 2014-06-25 北京工业大学 Assembling type reinforcing steel plate shear wall
CN107227808A (en) * 2017-07-04 2017-10-03 重庆大学 A kind of buckling-restrained steel plate shear force wall system of full assembled
CN107795035A (en) * 2017-11-14 2018-03-13 南京师范大学 The installation fixed structure and its installation method of a kind of building wall board
CN112962916A (en) * 2021-02-08 2021-06-15 斯迈普电梯(中国)有限公司 Novel cold-formed thin-walled steel elevator well
US20220389708A1 (en) * 2021-06-02 2022-12-08 Tongji University Function-Recoverable Prefabricated Seismic Shear Wall Structure
CN114607069A (en) * 2022-04-14 2022-06-10 北京工业大学 Built-in steel plate connecting column type double-steel-plate shear wall and mounting method thereof
CN114856038A (en) * 2022-05-20 2022-08-05 中建科技有限公司华东分公司 New type prefabricated steel-concrete L-shaped composite shear wall structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117489127A (en) * 2023-11-06 2024-02-02 中国二十二冶集团有限公司 Welding method of adjacent steel plates for steel wall

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