Assembled framework beam-column joint adopting cover plate connection and construction method thereof

A beam-column joint and assembly technology, which is applied in the direction of building components, earthquake resistance, construction, etc., to achieve the effects of improving seismic performance, reliable joint strength, and simplifying the construction process

Inactive Publication Date: 2013-05-15
ZHENGZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The invention provides an assembled reinforced concrete frame beam-column node connected by a cover plate and a construction method, which solves the problem of smooth force transmission between prefabricated beams and columns without affecting the structural str

Method used

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  • Assembled framework beam-column joint adopting cover plate connection and construction method thereof
  • Assembled framework beam-column joint adopting cover plate connection and construction method thereof
  • Assembled framework beam-column joint adopting cover plate connection and construction method thereof

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Embodiment Construction

[0029] Example: such as Figure 1-4 As shown, a prefabricated reinforced concrete frame beam-column joint connected by a cover plate includes a corbel 2 of a prefabricated column 1 and a prefabricated beam 3. grooves 10, bumps 9, and the embedded steel plates 4 and 5 on both sides of the connection between the corbel 2 and the prefabricated beam 3, and steel cover plates are provided on the outside of the vertical embedded steel plates on both sides of the corbel 2 and the prefabricated beam 3 6. The steel cover plate 6 is welded and fixed with the embedded steel plates 4 and 5 on both sides of the corbel 2 and the prefabricated beam 3, so that the corbel 2 and the prefabricated beam 3 are connected as a whole, and the vertical shear at the beam end can be transmitted. force and bending moment. The steel cover plate 6 can be selected to meet the requirements of use, and the size of the steel cover plate 6 and the weld must meet the corresponding force and structure requiremen...

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Abstract

The invention relates to an assembled reinforced-concrete framework beam-column joint adopting cover plate connection. The joint comprises a corbel of a precast column and a precast beam, wherein the end face of the corbel and the end face of the precast beam are respectively provided with a concave groove and a convex block which are matched with each other and are used for carrying out embedded fixing, steel plates are pre-buried in facades of the two sides of the connection part between the corbel and the precast beam, and steel cover plates are arranged at the outer sides of the steel plates pre-buried in facades of the two sides of the corbel and the precast beam and are fixedly welded to the steel plates pre-buried in the facades of the two sides of the corbel and the precast beam after the corbel and the precast beam are fixed in an embedding manner. A corresponding construction method comprises the steps of precasting, mounting and filling mortar in gaps. The joint and the corresponding construction method have the advantages that the strength of an assembled segment is enabled not to become a weak link of a structure under the action of a load, and the assembled segment has adequate earthquake resistance; the assembled segment is enabled to smoothly carry out internal force transmission and exert a connecting function; and the on-site assembling time is minimized, and the construction process is simple, convenient, fast and safe.

Description

technical field [0001] The invention relates to an assembled reinforced concrete frame beam-column node connected by a cover plate and a construction method. Background technique [0002] The prefabricated reinforced concrete frame structure has many advantages such as convenient construction, fast construction speed, short construction period, high production efficiency, high component quality assurance rate, and high degree of industrialization of production. Therefore, it has broad application prospects in the construction industry. The connection structure of the prefabricated reinforced concrete frame beam-column joints is the key link of the whole structure. If there are defects in the joint connection, it will cause structural cracks and other problems in the slightest, and it will affect the force transmission of the components, causing problems in bearing capacity and safety. , and even cause serious consequences such as structural disintegration and collapse. Ther...

Claims

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Application Information

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IPC IPC(8): E04B1/58E04B1/98
Inventor 王艳陈淮葛素娟陈代海李杰
Owner ZHENGZHOU UNIV
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