Fabricated beam-column connecting joint and construction method

A beam-column connection and prefabricated technology, applied in protective buildings/shelters, building components, earthquake-proof, etc., can solve the problems of poor force effect, low connection strength, and complicated installation.

Pending Publication Date: 2021-04-30
广州理工学院
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Problems solved by technology

[0003] Based on this, in order to solve the problems of low connection strength, poor stress effect and complicated installation of the as

Method used

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  • Fabricated beam-column connecting joint and construction method
  • Fabricated beam-column connecting joint and construction method
  • Fabricated beam-column connecting joint and construction method

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Embodiment Construction

[0027] In order to make the object, technical solution and advantages of the present invention more clear, the present invention will be further described in detail below in conjunction with its embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, and do not limit the protection scope of the present invention.

[0028] It should be noted that when an element is referred to as being “fixed” to another element, it can be directly on the other element or there can also be an intervening element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and similar expressions are used herein for purposes of illustration only and are not intended to represent the only embodiments.

[0029] Unless otherwise defined, all technical and scientific t...

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Abstract

The invention provides a fabricated beam-column connecting joint and a construction method. The fabricated beam-column connecting joint comprises a prefabricated column and a prefabricated beam, wherein the prefabricated column is provided with two sets of first connecting pieces extending in the length direction of the prefabricated column, the first connecting pieces comprise first connecting pieces and second connecting pieces, the first connecting pieces and the second connecting pieces are vertically connected to form L-shaped grooves, the two sets of L-shaped grooves are arranged back to back, two sets of second connecting pieces extending along the length direction of the prefabricated beam are arranged on the prefabricated beam, each second connecting piece comprises a third connecting piece and two fourth connecting pieces, the two fourth connecting pieces are perpendicularly connected to the two ends of each third connecting piece to form open grooves, the two sets of open grooves are arranged back to back, and the open grooves are embedded in the L-shaped grooves, so that the prefabricated beam is connected with the prefabricated column. The invention further provides a fabricated beam-column construction method. The assembly process of the fabricated beam-column connecting joint is simple, The first connecting piece and the second connecting piece are connected, the contact area is large, and the connecting strength and the stress effect of the connecting joint can be effectively improved.

Description

technical field [0001] The invention relates to the technical field of building structures, in particular to an assembled beam-column connection node and a construction method. Background technique [0002] With the rapid development of my country's economy and the continuous improvement of people's living standards, the requirements for buildings are increasing. At present, building systems such as prefabricated concrete structures and steel structures suitable for industrial production are widely promoted in the industry, the development of prefabrication and assembly technology for construction projects is accelerated, and the integration level of construction industrialization technology is improved. Since the prefabricated structural components are mainly processed in the workshop and factory, compared with the cast-in-place concrete structure, the workload is less, the construction period is shorter, and the cost is lower, which is conducive to the implementation of co...

Claims

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Application Information

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IPC IPC(8): E04B1/58E04B1/98E04H9/02
CPCE04B1/58E04B1/98E04H9/02
Inventor 吴从晓李定斌陈展鹏黄青青
Owner 广州理工学院
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