Self-resetting energy dissipation system with fabricated frame structure and construction method of self-resetting energy dissipation system

A frame structure, self-reset technology, applied in building components, building structures, protective buildings/shelters, etc., can solve the problem of insufficient energy dissipation capacity and ductility of the structure itself, and it is difficult to strengthen columns, weak beams, strong nodes and weak components. , large residual deformation of the structure, etc., to achieve the effects of reasonable prefabricated frame structure and self-reset energy consumption system, less sustainable development and short construction period

Active Publication Date: 2019-05-03
CHANGAN UNIV
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Problems solved by technology

The development of prefabricated structural systems is the only way for building industrialization, but the existing prefabricated structures used in high-intensity areas have disadvantages such as poor node reliability, poor structural integrity, large residual deformation of the structure, and insufficient energy dissipation capacity and ductility of the structure. It is often difficult to meet the stress requirements under repeated loads, and the use in high-intensity areas is limited
At present, although a large number of scholars have proposed beam-column joints, the joints are close to the core area of ​​beam-column joints, and the reinforced steel bars are densely reinforced in the joint area, which makes the joint force very complicated and the construction is difficult and uneconomical, especially under the action of earthquakes. It is difficult to achieve "strong columns and weak beams" and "strong joints and weak members". It is difficult to repair after the earthquake, causing a lot of economic losses to people

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  • Self-resetting energy dissipation system with fabricated frame structure and construction method of self-resetting energy dissipation system
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  • Self-resetting energy dissipation system with fabricated frame structure and construction method of self-resetting energy dissipation system

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Embodiment Construction

[0052] In describing the present invention, it should be understood that the terms "center", "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", " The orientation or positional relationship indicated by "vertical", "horizontal", "top", "bottom", "inner", "outer", "side", "end", "side" etc. is based on the Orientation or positional relationship is only for the convenience of describing the present invention and simplifying the description, and does not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as a limitation of the present invention. In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Thus, a feature defined as "first" and "second" may explicit...

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Abstract

The invention discloses a self-resetting energy dissipation system with a fabricated frame structure and a construction method of the self-resetting energy dissipation system. The self-resetting energy dissipation system includes a prefabricated column connected with a foundation, a prefabricated reinforced concrete cross beam, a prefabricated reinforced concrete beam column sub-structure and dryconnection, and further includes a self-resetting energy dissipation device arranged between interbedded prefabricated frames; and the dry connection includes friction-type high-strength bolt connection between columns and pin shaft connection between beam-beam artificial plastic hinge connecting nodes. The invention further discloses the construction method for the self-resetting energy dissipation system with the fabricated frame structure. According to the self-resetting energy dissipation system with the fabricated frame structure and the construction method of the self-resetting energy dissipation system, the shortcomings of current prefabricated structural systems are overcome, and an anti-seismic target of 'strong column and weak beam, strong node and weak component' is realized; through reasonable arrangement of the self-resetting energy dissipation device, the energy dissipation capacity of the structural system is enhanced, residual deformation of the structure is effectivelyreduced or avoided, and the allimportant social value and economic significance for effectively mitigating earthquake disasters in high-intensity areas are achieved; and meanwhile, the construction process is simplified, the construction quality is guaranteed, practicality is high, and use and promotion are convenient.

Description

technical field [0001] The invention belongs to the technical field of building structures, and in particular relates to an assembled frame structure self-resetting energy consumption system and a construction method thereof. Background technique [0002] The prefabricated structure has the advantages of high production efficiency, short construction period, small environmental impact, sustainable development and less labor consumption, and it is widely used in the field of building structures. The development of prefabricated structural systems is the only way for building industrialization, but the existing prefabricated structures used in high-intensity areas have disadvantages such as poor node reliability, poor structural integrity, large residual deformation of the structure, and insufficient energy dissipation capacity and ductility of the structure. It is often difficult to meet the stress requirements under repeated loads, and its use in high-intensity areas is limi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/19E04B1/98E04H9/02
Inventor 黄华袁玉杰吴先兵张凡涛黄敏郭梦雪林笑周文杰
Owner CHANGAN UNIV
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