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Prefabricated beam-column joint and construction method thereof

A technology of beam-column joints and construction methods, which is applied in the direction of architecture and building construction, can solve the problems of heavy construction workload, collisions, and uneconomical problems, and achieve the goals of simplifying construction procedures, increasing construction speed, and improving connection performance Effect

Pending Publication Date: 2018-03-13
广东精宏建设有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] However, when erecting prefabricated beams, it is necessary to make some supports on the edge of the prefabricated columns. When connecting the prefabricated upper columns and the prefabricated lower columns, it is time-consuming to locate the steel bars at the same position of the prefabricated beams.
However, there are many disadvantages in the existing method, such as: the method of making corbels at the side of the column, this method has a large amount of construction work and is uneconomical; set the legs at the bottom of the prefabricated upper column to support the prefabricated upper column, in addition, this method The method is time-consuming in the process of positioning the prefabricated upper column

Method used

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  • Prefabricated beam-column joint and construction method thereof
  • Prefabricated beam-column joint and construction method thereof
  • Prefabricated beam-column joint and construction method thereof

Examples

Experimental program
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Embodiment 1

[0047] A prefabricated beam-column joint, including a prefabricated beam, a prefabricated column, a beam connecting bar and a joint reinforcement sleeve. The prefabricated column includes a prefabricated upper column and a prefabricated lower column. Between the upper column and the prefabricated lower column; a node area is formed between the prefabricated upper column, the prefabricated lower column and two sections of prefabricated beams, and the node area is filled with concrete to form the node section;

[0048] The prefabricated upper column is provided with pre-embedded steel pipes along the length direction of the prefabricated upper column and the reserved longitudinal reinforcement of the upper column along the length direction of the prefabricated upper column. Exit the bottom surface of the prefabricated upper column and enter the node segment;

[0049] The prefabricated lower column is provided with the reserved longitudinal reinforcement of the lower column along...

Embodiment 2

[0057] A construction method for prefabricated beam-column joints, comprising the following steps:

[0058] Fabrication of prefabricated beams: bury embedded channel steel at the bottom of the prefabricated beams, set reserved stirrups on the top of the prefabricated beams, set the reserved stirrups along the width direction of the prefabricated beams, and the prefabricated beams are divided into two sections;

[0059] Fabrication of prefabricated upper columns: embedded steel pipes are buried at the bottom of prefabricated upper columns, and the embedded steel pipes run through the prefabricated upper columns. The prefabricated upper columns are embedded with reserved longitudinal ribs for upper columns, and the reserved longitudinal ribs for upper columns are set and protruded along the length direction of prefabricated upper columns. on the bottom of the prefabricated upper column;

[0060] Making the prefabricated lower column: the top of the prefabricated lower column is ...

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Abstract

The invention discloses a prefabricated beam-column joint and a construction method thereof. The prefabricated beam-column joint comprises a prefabricated beam, a prefabricated column, a beam connecting rib and a joint rebar sleeve; the prefabricated column comprises a prefabricated upper column and a prefabricated lower column; the prefabricated beam is divided into two sections, and one ends ofthe two sections of prefabricated beam bodies are correspondingly arranged between the prefabricated upper column and the prefabricated lower column; and a joint area is formed between the prefabricated upper column, the prefabricated lower column and the two sections of prefabricated beam bodies, and the joint area is filled with concrete to form a joint section. According to the prefabricated beam-column joint and the construction method thereof, pre-embedded U-steel is arranged in the prefabricated beam so that the prefabricated beam can be directly erected on the prefabricated lower columnduring construction, and the construction speed of the structure is increased; and brackets or other structures are not required to be manufactured at the edge of the column to conveniently erect theprefabricated beam on the prefabricated lower column, so that the construction process is simplified.

Description

technical field [0001] The invention relates to a prefabricated building structure beam-column joint and a construction method thereof, in particular to a prefabricated beam-column joint and a construction method thereof. Background technique [0002] Precast concrete structures have the advantages of saving materials, speeding up construction progress, improving the quality of components, energy saving and environmental protection, etc. Precast concrete structures have broad development prospects. But as the beam-column joint, one of the important parts in the prefabricated structure, how to make the prefabricated beam-column joint to make it a whole. Many technical and construction problems have not been well resolved, and have become important issues restricting the promotion of prefabricated building structures. [0003] The existing methods for making prefabricated beam-column joints include: steel bars are connected by sleeve extrusion outside the joint area, joint ca...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/21E04B1/58E04B1/41
CPCE04B1/21E04B1/41E04B1/5831
Inventor 朱东烽蔡健黎少松陈庆军黎鑫华潘忠尧黄万禧梁竣杰陈祺荣左志亮解金辉聂勤文
Owner 广东精宏建设有限公司
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