Beam-end energy dissipation restricted prestress prefabricated concrete structure and construction method thereof

A concrete structure and prestressing technology, which is applied in the direction of building construction and construction, can solve the problems of reducing structural stability and service life, and achieve the effect of simple structure, stable structure and convenient construction

Inactive Publication Date: 2018-03-23
WUHAN UNIV OF TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

Under the action of bending moment, the components rotate with each other, openings will be formed at the connecting section, and the mutual rotation of the connected components at the connecting surface makes the section compression area smaller, making

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  • Beam-end energy dissipation restricted prestress prefabricated concrete structure and construction method thereof
  • Beam-end energy dissipation restricted prestress prefabricated concrete structure and construction method thereof
  • Beam-end energy dissipation restricted prestress prefabricated concrete structure and construction method thereof

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[0028] It should be understood that the specific embodiments described here are only used to explain the present invention, but not to limit the present invention.

[0029] It should be noted that in the description of the present invention, the terms "horizontal", "vertical", "upper", "lower", "front", "rear", "left", "right", "vertical", The orientation or positional relationship indicated by "horizontal", "top", "bottom", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description, and It does not indicate or imply that the pointed device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation of the present invention.

[0030] The present invention provides a beam end energy consumption constraint type prestressed assembled concrete structure.

[...

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Abstract

The invention discloses a beam-end energy dissipation restricted prestress prefabricated concrete structure, including a precast pole, a precast beam, and an energy dissipation restricted sleeve. Theenergy dissipation restricted sleeve comprises a steel sleeve used for beam-end restriction and energy dissipation angle iron. The steel sleeve is sleeved on an end of the precast beam. An upper end and a lower end of the steel sleeve are provided with the energy dissipation angle iron. The energy dissipation angle iron is connected with the precast pole through a fastener. The precast pole and the precast beam are provided with prestressed tendon ducts. A prestressed tendon passes through the prestressed tendon ducts on the precast pole and the precast beam in sequence, and is pre-tightened,so that the precast beam, the precast pole, and the energy dissipation restricted sleeve are connected into an integrated one. The beam-end energy dissipation restricted prestress prefabricated concrete structure improves structure stability and service life.

Description

technical field [0001] The invention relates to the technical field of building structures, in particular to a beam-end energy-constrained prestressed assembled concrete structure and a construction method thereof. Background technique [0002] Prestressed connection is a main connection method in prefabricated structures. In the construction process, it has the advantages of no wet operation and fast assembly speed; in terms of seismic performance, it has the advantages of high connection strength and strong self-resetting ability. Prestressed prefabricated concrete structures have been widely used. [0003] For precast concrete structures assembled by prestressing, the components are only connected by prestressed preloading. Under the action of bending moment, the components rotate with each other, openings will be formed at the connecting section, and the mutual rotation of the connected components at the connecting surface makes the section compression area smaller, ma...

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Application Information

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IPC IPC(8): E04B1/20E04B1/21E04B1/22
CPCE04B1/20E04B1/21E04B1/215E04B1/22
Inventor 蒲武川张华珺徐熙谷倩
Owner WUHAN UNIV OF TECH
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