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Self-reset coupling beam based on super-elasticity shape memory alloy

A memory alloy and self-resetting technology, which is applied to girders, joists, truss beams, etc., can solve problems such as the complex structure of self-resetting connecting beams, and achieve the effects of improving recoverability, convenient construction, and reducing costs

Active Publication Date: 2018-06-29
THE HONG KONG POLYTECHNIC UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Researchers have proposed a self-resetting connecting beam, which uses prestressed tendons to provide restoring force, and additional angle steel or friction devices to provide energy dissipation capacity, but the structure of this combined self-resetting connecting beam is relatively complicated

Method used

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  • Self-reset coupling beam based on super-elasticity shape memory alloy
  • Self-reset coupling beam based on super-elasticity shape memory alloy
  • Self-reset coupling beam based on super-elasticity shape memory alloy

Examples

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no. 1 example

[0029] Such as figure 1 and figure 2 as shown, figure 1 A schematic diagram of a self-resetting connecting beam based on a superelastic shape memory alloy according to the first embodiment of the present invention is shown. figure 2 show figure 1 A schematic diagram of the other direction of the self-resetting coupling beam shown. The self-resetting connecting beam is installed between two wall piers, including two reinforced concrete connecting beam sections 2, and a self-resetting connecting beam section 1 connecting the two reinforced concrete connecting beam sections 2; the two reinforced concrete connecting beam sections 2 are poured or Prefabricated and assembled on the two wall piers. The self-resetting connecting beam section 1 is made of superelastic shape memory alloy. Here, superelasticity refers to the phenomenon that the alloy undergoes deformation far greater than its elastic limit strain under the action of external force, and the strain can automatically...

no. 2 example

[0046] The difference between the second embodiment and the first embodiment lies only in the shape of the self-resetting connecting beam section 1 .

[0047] Specifically, similar to the first embodiment, such as Figure 7 As shown, the self-resetting coupling beam is installed between two wall piers, including two reinforced concrete coupling beam sections 2, and a self-resetting coupling beam section 1 connecting the two reinforced concrete coupling beam sections 2; the two reinforced concrete coupling beam sections 2 are respectively Casting or prefabrication is installed on the two wall piers. I-shaped steel 6 is pre-embedded in reinforced concrete connecting beam section 2, and self-resetting connecting beam section 1 is fixedly connected with I-shaped steel 6 through high-strength bolts 5; between self-resetting connecting beam section 1 and I-shaped steel 6 An end plate 3 is provided.

[0048] Further, in this embodiment, the self-resetting connecting beam section 1 ...

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Abstract

A self-reset coupling beam based on a super-elasticity shape memory alloy is mounted between two wall columns. The self-reset coupling beam comprises two reinforced concrete coupling beam sections (2)and a self-reset coupling beam section (1) connecting the two reinforced concrete coupling beam sections (2); the two reinforced concrete coupling beam sections (2) are correspondingly poured or fabricated on the two wall columns in a prefabricated mode; the self-reset coupling beam section (1) is made of the super-elasticity shape memory alloy; and the yield bearing capacity of the reinforced concrete coupling beam sections (2) is greater than that of the self-reset coupling beam section (1). The self-reset coupling beam can play the role of consuming energy in the earthquake action, and hasno or little residual deformation after an earthquake, and the structural self-reset effect is achieved. The self-reset coupling beam is simple in structure, flexible in design, high in practicability and convenient to construct, the cost for repairing or strengthening the structure can be effectively reduced through the self-reset ability of the self-reset coupling beam, the recoverable abilityof the structure after the earthquake can be effectively and rapidly improved, and the self-reset coupling beam has broad application prospects in the field of building structures.

Description

technical field [0001] The invention relates to the field of anti-seismic equipment, in particular to a self-resetting connecting beam based on a superelastic shape memory alloy. Background technique [0002] In current practical engineering, reinforced concrete shear walls are one of the main lateral force-resisting systems of high-rise and super high-rise structures. It is recognized that the yield mechanism of a reasonable shear wall structure system is that under the action of earthquakes, the coupling beams yield a large amount and bear the main energy consumption, while the yield of the wall piers should be delayed as much as possible, and most of them should be controlled at the bottom of the structure. As the first anti-seismic defense line in the shear wall structure system, the coupling beam plays an important role in the anti-seismic fortification. [0003] Usually, measures to improve the seismic performance of reinforced concrete coupling beams mainly include t...

Claims

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Application Information

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IPC IPC(8): E04C3/20E04B1/98E04H9/02
CPCE04C3/20E04H9/021
Inventor 王斌朱松晔
Owner THE HONG KONG POLYTECHNIC UNIV