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Variable stiffness and energy dissipation type fabricated transverse connection structure

A horizontal connection and assembly technology, applied in the seismic field of building structures, can solve the problems of long time consumption, environmental pollution, and many materials for cast-in-place connection, and achieve the effect of convenient overall replacement.

Inactive Publication Date: 2019-09-20
QINGDAO TECHNOLOGICAL UNIVERSITY
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to better improve the anti-seismic performance of the prefabricated assembly structure, solve the connection problem of the assembly structure, and overcome the shortcomings of cast-in-place connection such as large amount of materials, long time consumption, and environmental pollution.

Method used

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  • Variable stiffness and energy dissipation type fabricated transverse connection structure
  • Variable stiffness and energy dissipation type fabricated transverse connection structure
  • Variable stiffness and energy dissipation type fabricated transverse connection structure

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Embodiment Construction

[0033] The present invention will be further described below in conjunction with accompanying drawing.

[0034] Such as figure 1 As shown, it is a schematic diagram of the top view structure of the present invention. An assembled transverse connection damper according to the present invention includes an energy dissipation area 11 , a lifting area 12 and left and right connecting end plates 1 . The energy-dissipating area 11 includes energy-dissipating steel plates 5 , bolted plates 3 and 4 on the inner and outer sides, and high-strength bolts 2 . The lifting area 12 includes variable-section steel plates 7 and stiffeners 8 , buckling restraint plates 9 on both sides, ordinary bolts 6 and positioning bolts 10 .

[0035] Such as figure 2 As shown, it is a schematic diagram of the front view structure of the present invention. The energy dissipation area 11 is distributed on both sides of the lifting area 12. The inner bolt connection plate 3 of the energy dissipation area 11...

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Abstract

The invention relates to a variable stiffness and energy dissipation type fabricated transverse connection structure and an installation method thereof, and belongs to the technical field of building structure earthquake resistance. The variable stiffness and energy dissipation type fabricated transverse connection structure includes an energy dissipation zone and a lifting zone, the energy dissipation zone uses the deformation energy dissipation of soft steel or stainless steel, the lifting zone uses the deformation energy dissipation of screws of common bolts, and threshold control is realized by setting the size of bolt holes on steel plates of the lifting zone. When small earthquakes and moderate earthquakes occur, end plates connected with structural members move relatively with the relative movement of the structural members, at the moment, energy dissipation steel plates dissipate energy through deformation, the first stage of energy dissipation is achieved; and When large earthquakes occur, the end plates move relatively and exceeds the threshold, screws in the lifting zone are in contact with bolt holes on variable cross-sections and starts to deform and dissipate energy, at the moment, the screws in the lifting zone and the steel plates in the energy dissipation zone commonly deform and dissipate energy, the second stage of the energy dissipation is achieved, jumping again can be achieved after bearing capacity reaches the peak value, after the earthquakes, components can be replaced or a whole damper can be replaced according to the actual damage of the damper, bolted connection can be easily replaced and disassembled, and the concept of sustainable development is met.

Description

technical field [0001] The invention relates to a variable-rigidity energy-dissipating assembled transverse connection structure and an installation method thereof, and belongs to the field of anti-seismic technology of building structures. It can be applied to prefabricated structures in earthquake-prone areas. Background technique [0002] With the continuous progress of the construction industry, prefabricated assembly is an important construction method to realize the transformation and development of the construction industry. The cost of prefabricated buildings is low, the construction is fast and convenient, and the waste of resources and environmental pollution caused by it is small. It has been vigorously promoted by the country. And because of its good bearing capacity and deformation capacity, it is widely used in high-rise and super high-rise buildings. However, the joints and joints of prefabricated buildings are relatively weaker than those of poured buildings...

Claims

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Application Information

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IPC IPC(8): E04B1/24E04B1/58E04B1/98E04H9/02
CPCE04B1/2403E04B2001/2406E04B2001/2415E04B2001/2418E04H9/021
Inventor 张春巍朱立猛高晓飞孔令懋肖红梅郜殿伟
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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