High-strength steel column-common steel beam steel brace-low-yield-point steel coupling beam restorable structure

A low-yield point steel, reset structure technology, applied in building components, building structures, building types, etc., can solve the problem that new steel does not give clear regulations or guidance.

Pending Publication Date: 2018-03-20
SOUTH CHINA UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, there are no clear regulations or guidance on how to apply this new type of steel to the steel structure system and design it in the existing design codes of our country.

Method used

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  • High-strength steel column-common steel beam steel brace-low-yield-point steel coupling beam restorable structure
  • High-strength steel column-common steel beam steel brace-low-yield-point steel coupling beam restorable structure
  • High-strength steel column-common steel beam steel brace-low-yield-point steel coupling beam restorable structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0043] like figure 1 As shown, a high-strength steel column-common steel beam steel support-low-yield point steel coupling beam can be reset, including low-yield point steel coupling beam 1, common steel support 2, common steel frame beam 3 and high-strength steel frame column 4 , one end of the low yield point steel connecting beam 1 in each layer is connected with the ordinary steel frame beam 3, and the other end is connected with another ordinary steel frame beam 3; the upper end of the ordinary steel support 2 is connected with the The ends of the common steel frame beam 3 are connected, and the lower end is connected with the connection node of the high-strength steel frame column 4 and another common steel frame beam 3; one end of the common steel frame beam 3 is connected with the low yield point steel The connecting beam 1 is connected, and the other end is connected with the high-strength steel frame column 4; when an earthquake occurs, the low-yield point steel conn...

Embodiment 2

[0071] like figure 2 As shown, the difference between this embodiment and Embodiment 1 is:

[0072] A high-strength steel column-common steel girder steel support-low yield point steel connecting beam repositionable structure, including low yield point steel connecting beam 1, common steel support 2, common steel frame beam 3 and high-strength steel frame column 4, the One end of the low yield point steel connecting beam 1 is connected to the ordinary steel frame beam 3, and the other end is connected to another ordinary steel frame beam 3; the lower end of the ordinary steel support 2 is connected to the end of the ordinary steel frame beam 3 The upper end is connected with the connection node of the high-strength steel frame column 4 and another ordinary steel frame beam 3; one end of the ordinary steel frame beam 3 is connected with the low yield point steel connecting beam 1, and the other One end is connected to the high-strength steel frame column 4; when an earthquake...

Embodiment 3

[0074] like image 3 As shown, the difference between this embodiment and Embodiment 1 is:

[0075] A high-strength steel column-common steel girder steel support-low yield point steel connecting beam repositionable structure, including low yield point steel connecting beam 1, common steel support 2, common steel frame beam 3 and high-strength steel frame column 4, the One end of the low yield point steel connecting beam 1 is connected to the ordinary steel frame beam 3, and the other end is connected to the high-strength steel frame column 4; the upper end of the ordinary steel support 2 is connected to the end of the ordinary steel frame beam 3 , the lower end is connected with the connection node of the high-strength steel frame column 4 and another ordinary steel frame beam 3; one end of the ordinary steel frame beam 3 is connected with the low yield point steel connecting beam 1, and the other end is connected with the The high-strength steel frame columns 4 are connecte...

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PUM

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Abstract

The invention discloses a high-strength steel column-common steel beam steel brace-low-yield-point steel coupling beam restorable structure which comprises a low-yield-point steel coupling beam, a common steel brace, a common steel framed beam and a high-strength steel framed column, wherein one end of the low-and-medium-yield-point steel coupling beam in each layer is connected with the common steel framed beam, the other end of the low-and-medium-yield-point steel coupling beam is connected with another common steel framed beam or the high-strength steel framed column; the upper end of the common steel brace is connected with the end part of the common steel framed beam, the lower end of the common steel brace is connected with a connecting node of another common steel framed beam or themiddle part of another high-strength steel framed beam; and one end of the common steel framed beam is connected with the low-yield-point steel coupling beam, and the other end of the common steel framed beam is connected with high-strength steel framed column or another low-yield-point steel coupling beam. The high-strength steel column-common steel beam steel brace-low-yield-point steel coupling beam restorable structure not only can meet the rigidity and strength demand of the structure, but also can effectively ensure that a gradient energy dissipation mechanism with good ductility is formed under the geological process, and the antiseismic performance and function restorability of the overall structure system can be greatly improved.

Description

technical field [0001] The invention relates to the technical field of structural engineering steel structures, in particular to a resettable structure of high-strength steel column-common steel beam steel support-low yield point steel connecting beam. Background technique [0002] With the construction of a large number of multi-high-rise and super high-rise buildings, steel structures have been widely used at home and abroad. The traditional steel structure systems commonly used in structural design today include pure steel frames, steel frames with central supports, steel frames with eccentric supports, and steel frames with steel plate shear walls. At the same time, the development and improvement of steel production technology has made it possible to produce and apply new low-yield point steels and high-strength steels. However, the existing design codes in our country have not given clear regulations or guidance on how to apply this new type of steel to the steel stru...

Claims

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Application Information

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IPC IPC(8): E04H9/02E04B1/24E04B1/98
CPCE04H9/021E04H9/024
Inventor 胡方鑫赵俊贤王湛
Owner SOUTH CHINA UNIV OF TECH
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