Triple-level metal rectangular pipe flection restriction support energy-dissipation device

A technology of buckling constraints and rectangular tubes, which is applied to building components, earthquake resistance, etc., can solve problems such as the manufacture, installation and performance of energy consumers, the stability of energy dissipation performance of energy consumers, and the self-heaviness of concrete or mortar. , to achieve the effect of reducing weight, reducing construction difficulty and making production conveniently

Inactive Publication Date: 2009-08-19
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Due to the heavy weight of concrete or mortar, it will adversely affect the production, installation and performance of energy consumers
At the same time, due to the discreteness of the quality of concrete or mortar, it also affects the stable performance of the energy consumption performance of the energy consumer
Another problem with existing buckling-restrained bracing dissipators is to protect the non-buckling section by enlarging the end section, but this often increases the difficulty in manufacturing

Method used

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  • Triple-level metal rectangular pipe flection restriction support energy-dissipation device
  • Triple-level metal rectangular pipe flection restriction support energy-dissipation device
  • Triple-level metal rectangular pipe flection restriction support energy-dissipation device

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Embodiment Construction

[0025] This section describes in detail the specific implementation of the present invention in conjunction with the accompanying drawings:

[0026] 1. Triple metal rectangular tube buckling restraint support energy dissipator is mainly composed of three metal rectangular tubes, that is, inner restraint rectangular tube 2, core force rectangular tube 1 and outer restraint rectangular tube 3 from inside to outside. The core stressed rectangular tube is the core stressed part of the energy dissipator, and the inner and outer restraint sleeves constitute the buckling constrained part of the energy dissipator. The core stressed rectangular tube is made of Q235B steel with good ductility, low-yield steel or other metal materials with good ductility, while the inner and outer restraint tubes are generally made of steel pipes. The three metal rectangular tubes adopt a positioning bolt 4 arranged at one end to fix relative positions. The triple metal rectangular tube buckling restrai...

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PUM

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Abstract

The invention relates to a triple metal rectangular pipe bending restricting supporting energy consumer. A core stressed member consists of a core stressed rectangular pipe (1), an inner restricting rectangular pipe (2) and an outer restricting rectangular pipe (3), wherein, the core stressed rectangular pipe (1) is arranged between the inner restricting rectangular pipe (2) and the outer restricting rectangular pipe (3), and the length thereof is larger than the length of the inner restricting rectangular pipe (2) and the outer restricting rectangular pipe (3); pilot pins (4) are used to fix one end of the core stressed rectangular pipe (1), the inner restricting rectangular pipe (2) and the outer restricting rectangular pipe (3); in the middle part of the core stressed rectangular pipe (1), 4 long grooves (4) are arranged along the periphery of the pipe with equal distance; stream guidance holes (102) are arranged on the core stressed rectangular pipe (1). The inner and outer rectangular pipes restrict local bending of the core stressed rectangular pipe and provide bending rigidity for preventing the overall bending of the energy consumer; the pilot pins are used to fix the relative position between the triple metal rectangular pipes.

Description

technical field [0001] The invention relates to a buckling-constrained support energy-dissipating shock absorber, which belongs to the field of civil engineering and can be used to build or reinforce building engineering structures to improve its overall energy-dissipating capacity, thereby improving the structure's anti-seismic capacity and safety. Background technique [0002] Under normal use or under the action of frequent earthquakes, the buckling restrained support energy dissipator is used as a structural component to provide effective support for the structure; under the action of basic intensity earthquakes or rare earthquakes, it will use the yield and hysteresis properties of metals to dissipate energy The energy input by the earthquake reduces the damage of the main structure and can be easily replaced after the earthquake. [0003] Existing buckling-constrained braced dissipators generally consist of core load-bearing components, buckling-constrained components,...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98
Inventor 吴京王春林葛汉彬
Owner SOUTHEAST UNIV
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