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Fabricated strut connection mode suitable for cable-supporting prestressed steel column

Pending Publication Date: 2020-09-04
CHONGQING UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, welded connections may have adverse effects on the performance of steel columns, and on-site welding is not easy to ensure construction quality

Method used

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  • Fabricated strut connection mode suitable for cable-supporting prestressed steel column
  • Fabricated strut connection mode suitable for cable-supporting prestressed steel column

Examples

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Embodiment Construction

[0013] The patent of the present invention will be further described below in conjunction with the examples, but it should not be understood that the scope of the subject matter of the patent of the present invention is limited to the following examples. Without departing from the above-mentioned technical idea of ​​the patent of the present invention, various replacements and changes made according to common technical knowledge and conventional means in this field shall be included in the scope of protection of the patent of the present invention.

[0014] This embodiment discloses an assembled strut connection form suitable for cable-supported prestressed steel columns, including a steel column with a rectangular cross section (1), a connecting steel plate (2), a rectangular sleeve (3) and a steel strut with a rectangular cross section (4).

[0015] see figure 1 , the four wall plates of the rectangular section steel column (1) are connected with connecting steel plates (2)...

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Abstract

The invention discloses a fabricated strut connection mode suitable for a cable-supporting prestressed steel column, and relates to the technical field of building structure engineering. The fabricated strut connection mode suitable for the cable-supporting prestressed steel column comprises the rectangular-section steel column, connecting steel plates, rectangular sleeves and rectangular-sectionsteel struts, wherein the rectangular-section steel column is connected with the connecting steel plates, the rectangular sleeves and the rectangular-section steel struts through self-locking one-waybolts. The fabricated strut connection mode adopts the self-locking one-way bolts for connection, so that the connection between the closed-section member and the connecting steel plates no longer depends on a traditional connection mode of field welding, and then the adverse effects of welding are reduced. The fabricated connection mode not only reduces the construction difficulty, but also improves the construction quality and the construction efficiency.

Description

technical field [0001] The invention patent relates to the technical field of building structure engineering. Background technique [0002] Introducing cables into traditional compression steel columns to form cable-supported prestressed steel columns can effectively improve its stability and bearing capacity. In the cable-supported prestressed steel column, if the section of the steel column is a rectangular closed section, the struts are usually connected to the steel column by welding. However, welded connections may have adverse effects on the performance of steel columns, and on-site welding is not easy to ensure construction quality. Therefore, it is of great engineering significance to develop a prefabricated strut connection suitable for cable-supported prestressed steel columns. Contents of the invention [0003] The purpose of the patent of the present invention is to provide an assembled strut connection form that can be used for cable-supported prestressed st...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/24E04B1/58
CPCE04B1/2403E04B2001/2415E04B2001/2418
Inventor 李鹏程胡俊修王天宇
Owner CHONGQING UNIV
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