Beam hinge fabricated self-resetting friction connecting node structure and connecting method

A friction connection and node structure technology, applied in building components, protective buildings/shelters, earthquake-proof, etc., can solve the problems of pouring difficulty, reduction, partial failure of the bearing capacity of the column, etc., to achieve strong recoverability and ensure stability. , the effect of preventing failure

Inactive Publication Date: 2020-02-11
CHANGAN UNIV
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Problems solved by technology

[0005] The object of the present invention is to provide a beam-hinge assembly type self-resetting friction connection node structure and method to overcome the shortcomings of the existing connection node structure complex, pouring difficulties and local damage of the column to reduce the bearing capacity, and can effectively improve the energy consumption of the joint. Energy effect and seismic performance of structures

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  • Beam hinge fabricated self-resetting friction connecting node structure and connecting method
  • Beam hinge fabricated self-resetting friction connecting node structure and connecting method
  • Beam hinge fabricated self-resetting friction connecting node structure and connecting method

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Embodiment Construction

[0035] In order to better understand the present invention, the implementation manner of the present invention will be explained in detail below in conjunction with the accompanying drawings. At the same time, the specific implementation described here is only used to explain the present invention, not to limit the present invention.

[0036] see Figure 1 to Figure 2 , a beam-hinge assembled self-resetting friction connection node structure, including a memory alloy rod 6, a first connecting piece 3 with one end embedded in a prefabricated column 1, and a second connecting piece 4 with one end embedded in a prefabricated beam 2, The other end of the second connecting piece 4 is provided with a groove arranged along the length direction of the second connecting piece 4, and the second connecting piece 4 is provided with a bolt hole 12, and the other end of the first connecting piece 3 is placed on the second connecting piece 4 In the groove, the first connecting piece 3 is pr...

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Abstract

The invention discloses a beam hinge fabricated self-resetting friction connecting node structure and a connecting method. First connecting pieces are pre-embedded in a precast column, second connecting pieces are pre-embedded in a precast beam, the two sides of the precast column are fixedly connected with the second connecting pieces on the precast beam through the first connecting piece correspondingly so as to form a friction energy dissipation device; the second connecting pieces on the two sides of the precast column are then fixedly connected through memory alloy rods; when a sudden load is applied to precast beam nodes, the friction energy dissipation device composed of the first connecting pieces and the second connecting pieces on the two sides of the precast column consumes a large amount of energy due to relative sliding friction, and after unloading, the memory alloy rods drives the friction energy dissipation device composed of the first connecting pieces and the second connecting pieces on the two sides of the precast column to return to the original state without residual deformation. Connecting fittings of the nodes are simple to manufacture and convenient to factory type quantitative production, the construction is convenient, the connection of the beam and the column in the prefabricated assembly building can be quickly completed, the construction period is shortened, the time cost is reduced, and the engineering cost is saved.

Description

technical field [0001] The invention relates to the field of connection structure engineering in civil engineering design, and specifically relates to a beam-hinge assembled self-resetting friction connection node structure and method. Background technique [0002] The prefabricated building industry as a whole has been continuously improved and has been widely used. However, compared with the cast-in-place concrete structure, the actual prefabricated concrete structure has a series of problems such as poor integrity and poor seismic performance. [0003] The most important thing in the prefabricated concrete structure is the treatment of the beam-column joints. Under the action of earthquakes, the damage of the joints may lead to the continuous collapse of the entire structure. At present, the existing connection forms of prefabricated beam-column joints can be divided into two categories: one is the post-casting connection between precast concrete columns and precast concr...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98E04H9/02
CPCE04B1/98E04H9/021
Inventor 邢国华常召群赵嘉华吴涛
Owner CHANGAN UNIV
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