A self-resetting shear-constrained buckling type damage controllable assembled beam-column joint

A technique for constraining buckling, beam-column joints, applied to building types, protected buildings/shelters, buildings, etc.

Active Publication Date: 2021-09-10
LANZHOU UNIVERSITY OF TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, most of the research on the connection of prefabricated concrete joints focuses on strengthening the seismic performance of the joint itself. Further research and development is needed for the connection form that takes into account the simplicity and efficiency of construction and installation, excellent seismic performance, adaptability to external loads of different strengths, and recoverable functions.

Method used

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  • A self-resetting shear-constrained buckling type damage controllable assembled beam-column joint
  • A self-resetting shear-constrained buckling type damage controllable assembled beam-column joint
  • A self-resetting shear-constrained buckling type damage controllable assembled beam-column joint

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Embodiment Construction

[0015] like Figure 1 ~ 10 , The present invention is a self-resetting Shear - constrained controlled flexion injury column Joint assembly, comprising prefabricated columns 1, prefabricated beams 2, pin 8, shearing - bending plate 9 and the elastic member 12, bis 3 comprises a steel drum -shaped web 3-1, 3-2 stiffening flange plate 3-3, the preform embedded within a core region 1 column-shaped duplex steel cylinder 3, at the ends of the beam preform 2 4 embedded steel anchor, the anchoring steel beam end portion 4 welded beam end plate 5; double T flanges of the post web first riser 6-1 and duplex steel cylinder shaped 3- 2 secured by bolts, the T-beam web a second riser 7-1 and the beam end plate 5 is secured by a bolt, the T-shaped posts double web plate first lug and the beam T 6-2 the second plate-shaped connection plate lug is connected by a pin 8 hinged 7-2; the shear - buckling restraint plate 9 by a bolt 10 between the first and the second constraint plate binding plate 11,...

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Abstract

A self-resetting shear-constrained buckling damage-controllable assembled beam-column joint, including prefabricated columns (1), prefabricated beams (2), pins (8), shear-buckling plates (9) and elastic members ( 12), the prefabricated column (1) and prefabricated beam (2) are fixedly connected to the column double T-shaped connecting plate (6) and the beam T-shaped connecting plate (7), respectively, and the column double T-shaped connecting plate (6) and the beam The T-shaped connecting plate (7) is hingedly connected by a pin (8); the shear-buckling plate (9) is constrained between the first restraining plate (10) and the second restraining plate (11) by bolts; the shear-buckling The plate (9) and the elastic member (12) are respectively fixed between the column double T-shaped connecting plate (6) and the beam T-shaped connecting plate (7) by bolts and clamps (13). The invention concentrates the deformation and energy consumption of the beam at the connection position, realizes energy consumption and bending rigidity provided by multiple steps, avoids relatively large plastic damage to components, and can quickly recover structural functions.

Description

Technical field [0001] The present invention relates to a mounting structure node technology, mainly used for assembly of Joints frame structure. Background technique [0002] The construction industry as a pillar industry of the national economy, mainly resource-dependent factor inputs, massive investment-led development, industrialization, low level of information, extensive mode of production, labor efficiency is not high, a large consumption of energy resources, lack of scientific and technological innovation more prominent issues. In recent years, countries around the proposed development strategy building direction of industrialization and toughness urban and rural areas, the development of prefabricated construction methods and technology to become a necessary requirement to restore function to promote the building of industrialization and development of the structure and function recoverable. [0003] Seismic performance system comprising prefabricated reinforced concrete...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/21E04B1/98E04H9/02
CPCE04B1/215E04B1/98E04H9/021E04H9/025
Inventor 杜永峰李芳玉李虎韩博张超王光环
Owner LANZHOU UNIVERSITY OF TECHNOLOGY
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