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
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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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