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Bamboo joint type energy-dissipation concrete-filled steel tube joint and mounting method thereof

A technology of concrete-filled steel tubes and bamboo joints, which is applied in the direction of protective buildings/shelters, building types, buildings, etc. to ensure integrity, improve recoverability, and prevent buckling.

Active Publication Date: 2021-01-08
QINGDAO TECHNOLOGICAL UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Technical effect of the present invention Aiming at the shortcomings of the existing beam-column joint connection structure, a bamboo joint type energy-dissipating concrete filled steel pipe joint is provided

Method used

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  • Bamboo joint type energy-dissipation concrete-filled steel tube joint and mounting method thereof
  • Bamboo joint type energy-dissipation concrete-filled steel tube joint and mounting method thereof
  • Bamboo joint type energy-dissipation concrete-filled steel tube joint and mounting method thereof

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Embodiment Construction

[0037] The present invention will be further described below in conjunction with accompanying drawing.

[0038] Such as figure 1 As shown, the bamboo-jointed energy-dissipating concrete filled steel pipe node of the present invention includes a steel column 1 and a steel beam 2, and also includes a connecting assembly 3, through which the steel column 1 and the steel beam 2 are connected.

[0039] Such as figure 2 with image 3 As shown, the steel column 1 is a double steel column, including an inner tube 101 and an outer tube 102. The inner tube 101 includes upper, middle and lower sections, and the outer tube 102 includes upper and lower sections.

[0040] Such as Figure 5 As shown, the steel beam 2 is an I-beam, and the end of the web 203 close to the steel column is provided with a bolt hole; the upper and lower flanges have the same structure, and the flange facing the bolt hole of the web is a creased flange plate 201, The left and right flanges of the creased flan...

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Abstract

The invention relates to the field of building construction, and discloses a bamboo joint type energy-dissipation concrete-filled steel tube joint and a mounting method thereof. The bamboo joint typeenergy-dissipation concrete-filled steel tube joint comprises a steel column, a steel beam and a connecting assembly; the steel column is a double-steel-pipe column and comprises an inner pipe and anouter pipe; the steel beam is an I-shaped beam, the middle section of each flange plate is a flange plate with folds, and the two ends of each flange plate are horizontal plates; the connecting assembly comprises an inner supporting piece, a connecting cylinder kit and a movable connecting piece, and the inner supporting piece comprises a connecting steel column and square blocks fixed to the twoends of the connecting steel column; the connecting cylinder kit comprises an upper connecting cylinder, a middle connecting cylinder and a lower connecting cylinder, the upper connecting cylinder andthe lower connecting cylinder are the same in structure, a circle of boss is arranged in the middle of the inner wall of each of the upper connecting cylinder and the lower connecting cylinder, and double connecting lugs are arranged on each side surface of the middle connecting cylinder; and the movable connecting piece comprises an L-shaped connecting plate, a horizontal connecting plate and aconnecting rod assembly. According to the concrete-filled steel tube joint, the inner supporting piece is arranged in the steel column, and the inner supporting piece is designed in the double-steel-pipe column to form a bamboo joint effect, so that the joint strength is enhanced, the internal steel pipe is prevented from buckling, and the overall strength of the column is improved.

Description

technical field [0001] The invention relates to the field of building structures, in particular to a steel pipe concrete joint and an installation method using the joint. Background technique [0002] With the development of society and economy, the building structure is constantly developing towards higher and larger directions. Due to its large bearing capacity, strong earthquake resistance, large deformation capacity and convenient construction, CFST has been widely used in projects. Applications. [0003] The joint is the key part of the connection between the column and the beam, which is very important for the safety and structural performance of the entire structure. Most of the existing connection methods are direct welding of steel pipes, which requires high site construction and poor quality control. The welding residual stress increases the possibility of brittle failure of the structure and reduces the stable bearing capacity of the compression bar. At the same ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/58E04B1/98E04B1/24E04H9/02
CPCE04B1/185E04B1/98E04B1/2403E04H9/021E04H9/025E04H9/024E04B2001/2406E04B2001/2418
Inventor 牟犇周洋潘巍苗吉军
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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