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Fabricated tenon-and-mortise bracket type beam-column joint connecting method

A connection method, beam-column joint technology, applied in the direction of building type, protective building/shelter, building components, etc., can solve the problems of insufficient joint integrity, large cast-in-place workload, insufficient seismic resistance, etc. Wet work workload and construction period consumption, improve shock resistance, ensure the effect of aesthetics and integrity

Pending Publication Date: 2021-06-11
SHAOXING UNIVERSITY
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] The purpose of the present invention is to provide a method for connecting beam-column joints of assembled mortise-and-mortise corbels to solve the problems of large cast-in-place workload, complex process, insufficient integrity of joints, and low seismic performance. Insufficient and other issues

Method used

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  • Fabricated tenon-and-mortise bracket type beam-column joint connecting method
  • Fabricated tenon-and-mortise bracket type beam-column joint connecting method
  • Fabricated tenon-and-mortise bracket type beam-column joint connecting method

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Embodiment Construction

[0035] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail through the following embodiments and in conjunction with the accompanying drawings.

[0036] combine Figure 1-Figure 8 , an assembled mortise and tenon corbel-type beam-column joint connection method of the present invention, comprising prefabricated columns 1, concealed corbels 2, prefabricated beams 3, high-strength bolts 4, and beam-end L-shaped steel plates 5 for beam-column joint connection , Corbel pre-embedded L-shaped steel plate 6, triangular bearing plate 7, rectangular bearing plate 8, nitrile rubber gasket 9 and mortar filling layer 10. The prefabricated column 1 is provided with vertical ribs 11, hoops 12 and L-shaped steel bars 13 with curved hooks protruding from them. The outer end of the reinforcing bar 13 with a crotch is provided with a crotch. The prefabricated column 1 and the dark corbel 2 ar...

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Abstract

The invention discloses a fabricated tenon-and-mortise bracket type beam-column joint connecting method. The fabricated tenon-and-mortise bracket type beam-column joint connecting method comprises the following steps that (1) prefabricated columns and hidden brackets are manufactured; (2) prefabricated beams are manufactured; (3) beams and columns are assembled; (4) vertical joints are mounted; and (5) transverse joints are fixed. The hidden brackets, a pre-buried L-shaped steel plate and L-shaped extending steel bars with hooks are anchored into the prefabricated beams, meanwhile, the shear resistance is provided, the shear strength of the beam-column joints can be effectively improved, the lap joints of the prefabricated beams and the hidden brackets are connected in a tenon-and-mortise mode, the integrity of connection can be improved, and the lateral stability of the prefabricated beams is improved. According to the beam-column joints, the connection method that dry and wet connection of the hidden brackets is combined is adopted, the attractiveness and integrity of the building joints are guaranteed, and the wet work workload and construction period consumption caused by on-site large-scale concrete pouring are avoided.

Description

technical field [0001] The invention relates to a method for connecting a prefabricated mortise and tenon corbel-shaped beam-column joint, and belongs to the technical field of construction of prefabricated beam-column joints. Background technique [0002] Prefabricated is an important development direction of the construction production mode in the modernization process of the construction industry. It is to prefabricate building components such as beams, columns, floors, etc. in the factory, and splicing the prefabricated components at the construction site. The prefabricated building production mode is more efficient and has less environmental impact than the traditional cast-in-place concrete production mode. At present, the beam-column joint connection method of the prefabricated concrete frame structure still has the following shortcomings in terms of construction technology and construction quality: [0003] (1) Due to the design of the prefabricated beam-column wet ...

Claims

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Application Information

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IPC IPC(8): E04H9/02E04B1/98E04B1/21E04B1/58
CPCE04H9/021E04B1/98E04B1/21E04B1/58E04B1/5825
Inventor 王伟李犇俞文杰伍彦廷李娜姜屏
Owner SHAOXING UNIVERSITY