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Assembly type concrete frame structure beam column rigidity connection node

A rigid connection and frame structure technology, applied in building construction, construction, etc., can solve the problems of restricting the use of precast concrete components, complex node connection forms, and high construction technical requirements, and achieves simplification of construction procedures, simplification of complexity, and improvement of construction. effect of speed

Pending Publication Date: 2017-09-08
SHANGHAI INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] However, prefabricated concrete structures also have some disadvantages of their own, such as complex joint connections
The current main connection node form requires on-site binding of steel bars, pouring of concrete, and scaffolding, formwork, etc., which brings hidden dangers to the quality of the joints, requires high construction technology, and limits the use of precast concrete components to a certain extent.

Method used

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  • Assembly type concrete frame structure beam column rigidity connection node
  • Assembly type concrete frame structure beam column rigidity connection node
  • Assembly type concrete frame structure beam column rigidity connection node

Examples

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Embodiment

[0045] The following uses the prefabricated concrete frame structure beam-column connection node as an example to illustrate the use process. The cross-section of the frame beam in the prefabricated concrete frame structure is 300×600, and the cross-section of the frame column is 500×500. The reinforcement in the tension area of ​​the frame beam is 2 Ф25 steel bars, the compression area is 2 Ф20 steel bars, the stirrups are Ф8@100, double-leg hoops. There are 2 Ф25 and 1 Ф20 on one side of the frame column, 2 Ф22 and 1 Ф18 on the other side, the stirrup is Ф8@100, and the double leg hoop. The length of the first steel plate of the beam end embedded part is 570mm, the width is 270mm, and the thickness is 25mm. There are 4 internal threaded steel bars in the first embedded part of the embedded part at the beam end, with a diameter of 22mm, 2 rows along the height direction of the beam section, and 2 rows along the width direction of the beam section. The length of the second s...

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Abstract

The invention discloses an assembly type concrete frame structure beam column rigidity connection node. The connection node comprises a frame beam, a frame column and a beam column rigidity connection node body; a first steel plate is arranged on the end portion of the frame beam, a second steel plate and a third steel plate are arranged on two sides of the frame column, and the second steel plate is connected with the third steel plate through rebars in a second pre-buried part; the beam column rigidity connection node body comprises an H-shaped steel, the first steel plate is connected with the second steel plate through the H-shaped steel, and the connection of the frame beam and the frame column is achieved. According to the assembly type concrete frame structure beam column rigidity connection node, through the external H-shaped steel, assembly type concrete frame structure beam columns are connected, the complexity of beam column connection is greatly simplified, the H-shaped steel is not located in concrete of a precast beam and is connected with anchor bars in the beam through an end plate; the H-shaped steel is directly connected with the cylinder-edge end plate in a stud welded mode, the connection node of a steel structure is directly applied to a precast concrete component, the construction process is simplified, the construction speed is improved, the beam column positioning is more precise, and the connection node provides convenience for the following structure construction.

Description

technical field [0001] The invention belongs to the technical field of construction engineering, in particular to a beam-column rigid connection node of an assembled concrete frame structure. Background technique [0002] With the rapid development of my country's economy, people's living standards are constantly improving, and the requirements for buildings are increasing; at the same time, the cast-in-place construction method of buildings is not compatible with the concept of sustainable development in my country. At present, my country urgently needs to solve the problems of high energy consumption, high pollution, and high investment in residential construction. Therefore, the Ministry of Housing and Urban-Rural Development of the Development and Reform Commission of my country has promulgated the "Green Building Action Plan", which clearly mentions the promotion of prefabricated assembly suitable for industrial production Concrete structure, steel structure and other bu...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/21
CPCE04B1/215
Inventor 胡大柱朱其昌张礼徐一鸣
Owner SHANGHAI INST OF TECH
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