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Girder and multi-cavity steel plate shear wall connecting node and operation method thereof

A steel plate shear wall and connection node technology, applied to walls, building components, buildings, etc., can solve problems such as complex structure, low operational flexibility, and poor adaptability

Active Publication Date: 2016-09-21
浙江东南网架股份有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This structure is relatively complex, and the adaptability is poor, and the operation flexibility is relatively low

Method used

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  • Girder and multi-cavity steel plate shear wall connecting node and operation method thereof
  • Girder and multi-cavity steel plate shear wall connecting node and operation method thereof
  • Girder and multi-cavity steel plate shear wall connecting node and operation method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0054] Embodiment 1: as figure 1 , figure 2 , image 3 with Figure 4 As shown, a connection node between a steel beam and a multi-cavity steel plate shear wall includes a steel plate shear wall 1 and a steel beam assembly, the steel beam assembly is arranged on the outer wall of the steel plate shear wall 1, and the steel plate The end unit of the shear wall 1 is provided with a stiffening assembly, the inner wall of the steel plate shear wall 1 is provided with at least one angle steel assembly, and the steel plate shear wall 1 is provided with concrete 2 .

[0055] The stiffening assembly includes an upper stiffening diaphragm 3 and a lower stiffening diaphragm 4, the upper stiffening diaphragm 3 is arranged at the upper end of the end unit in the steel plate shear wall 1, and the lower stiffening diaphragm 4 is arranged at The lower end of the end unit in steel plate shear wall 1;

[0056]The steel beam assembly includes a web 8, the upper part of the web 8 is provide...

Embodiment 2

[0085] Such as Figure 5 with Image 6 A connection node between a steel beam and a multi-cavity steel plate shear wall is shown, including a steel plate shear wall 1 and a steel beam assembly, the steel beam assembly is arranged on the outer wall of the steel plate shear wall 1, and the steel plate shear The end unit of the force wall 1 is provided with a stiffening assembly, the inner wall of the steel plate shear wall 1 is provided with at least one angle steel assembly, and the steel plate shear wall 1 is provided with concrete 2 .

[0086] The stiffening assembly includes an upper stiffening diaphragm 3 and a lower stiffening diaphragm 4, the upper stiffening diaphragm 3 is arranged at the upper end of the end unit in the steel plate shear wall 1, and the lower stiffening diaphragm 4 is arranged at The lower end of the end unit in steel plate shear wall 1;

[0087] The steel beam assembly includes a web 8, the upper part of the web 8 is provided with an upper flange pla...

Embodiment 3

[0093] Such as Figure 7 with Figure 8 As shown, a connection node between a steel beam and a multi-cavity steel plate shear wall includes a steel plate shear wall 1 and a steel beam assembly, the steel beam assembly is arranged on the outer wall of the steel plate shear wall 1, and the steel plate The end unit of the shear wall 1 is provided with a stiffening assembly, the inner wall of the steel plate shear wall 1 is provided with at least one angle steel assembly, and the steel plate shear wall 1 is provided with concrete 2 .

[0094] The stiffening assembly includes an upper anchor bar 5 and a lower anchor bar 6, and divergent anchor bars 7 are provided above and below the upper anchor bar 5 and above and below the lower anchor bar 6;

[0095] The distribution position of the upper anchor ribs 5 matches the upper flange plate 9 , and the distribution position of the lower anchor ribs 6 matches the lower flange plate 10 .

[0096] The divergent anchor bars 7 are provided...

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Abstract

The invention relates to a shear wall, especially relates to a girder and multi-cavity steel plate shear wall connecting node and an operation method thereof, and belongs to the steel structure field; the girder and multi-cavity steel plate shear wall connecting node comprises a steel plate shear wall and a girder assembly arranged on the outer wall of the steel plate shear wall; the end unit of the steel plate shear wall is provided with a stiffening assembly; the inner wall of the steel plate shear wall is provided with at least one angle iron assembly; concrete is arranged in the steel plate shear wall; the girder and multi-cavity steel plate shear wall connecting node and the operation method thereof are reasonable in structure, convenient in processing, thus improving integrity and ductility.

Description

technical field [0001] The invention relates to a shear wall, in particular to a connection node between a steel beam and a multi-cavity steel plate shear wall and an operation method thereof, belonging to the field of steel structures. Background technique [0002] The combined box-shaped steel plate shear wall can give full play to the material properties of steel and concrete, and bear the effects of vertical load and horizontal force at the same time. In order to ensure the local stability of the steel plate, measures such as vertical plates need to be set inside the box. But because the setting of riser etc. is positioned at the inside of body of wall, brings inconvenience to construction. In addition, there are no edge members at the ends and corners of conventional steel plate shear walls, and the integrity and ductility of the shear walls are relatively poor. [0003] Chinese patent 201410198827.8 discloses a shear wall structure, including a side plate, an end she...

Claims

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Application Information

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IPC IPC(8): E04B2/56
CPCE04B2/56
Inventor 周观根周雄亮何云飞周盈万敬新张尽力沈梦英陈琴
Owner 浙江东南网架股份有限公司
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