Novel assembly type reinforcing steel bar concrete column and steel beam connecting joints

A reinforced concrete column and connecting node technology, which is applied in the fields of building steel structure, civil construction technology, and mechanical assembly, can solve problems such as complex on-site operations, imperfect node design, and lack, etc., to delay node damage, good limit rotation ability, Repair or replace handy effects

Inactive Publication Date: 2017-12-15
南京清骐筑宇建筑科技有限公司
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  • Abstract
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  • Application Information

AI Technical Summary

Problems solved by technology

Relevant scholars now generally believe that the end-plate connection is a semi-rigid connection. In view of the lack of relevant theories, imperfect joint design and complicated on-site operation, there is an urgent need for a kind of anti-seismic performance, convenient and reliable construction, no welding on site, and rapid post-earthquake Replacement and repair, a new type of node that meets the requirements of building industrialization

Method used

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  • Novel assembly type reinforcing steel bar concrete column and steel beam connecting joints
  • Novel assembly type reinforcing steel bar concrete column and steel beam connecting joints
  • Novel assembly type reinforcing steel bar concrete column and steel beam connecting joints

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Embodiment Construction

[0016] In order to make the technical problems, technical solutions and advantages to be solved by the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments.

[0017] The invention provides a new type of assembled reinforced concrete column and steel beam connection node, including steel beam 1, steel beam 2, steel beam 5, steel beam 6 and reinforced concrete column 3, characterized in that the end of the steel beam 1 The end plate 11 with reserved bolt holes is welded, the end of steel beam 2 is welded with end plate 21 with reserved bolt holes, the end of steel beam 5 is welded with end plate 51 with reserved bolt holes, and the end of steel beam 6 is welded with Bolt holes are reserved for the end plate 61, and the junction between the beam end end plate and the reinforced concrete column is connected by through high-strength bolts; the reinforced concrete column 3 has pre-embe...

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Abstract

The invention discloses novel assembly type reinforcing steel bar concrete column and steel beam connecting joints, and relates to the field of construction steel structure, civil construction technology and mechanical assembly. An end plate with reserved bolt holes is welded on the end part of a steel beam and the end plate is connected with a joint part where a pre-embedded high strength penetrating bolt is connected with the steel pipeline reinforced concrete column through high-strength bolts. According to the novel assembly type reinforcing steel bar concrete column and the steel beam connecting joints, bolt assembly is adopted, prefabricating and welding work is completed in a factory, and the quality is reliable; the anti-seismic performance is excellent, ductility and energy consumption capacity of the joints can be improved significantly; and plastic hinges are moved outward to avoid appearing at the beam end; and repairing or replacing after an earthquake is convenient.

Description

technical field [0001] The invention relates to the fields of building steel structure, civil construction technology and mechanical assembly, in particular to a novel assembled reinforced concrete column and steel beam connection node. Background technique [0002] The development of prefabricated buildings is one of the key points of construction industry reform in recent years. The frame structure system assembled with reinforced concrete columns and steel beams is gradually being applied and developed in engineering practice. The characteristics of its connecting nodes will directly affect the entire structure. Construction performance, performance under normal conditions, safety performance under extreme conditions, and economic indicators of the building in its entire life cycle. Relevant scholars now generally believe that the end-plate connection is a semi-rigid connection. In view of the lack of relevant theories, imperfect joint design and complicated on-site opera...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/20E04B1/24E04B1/58
CPCE04B1/20E04B1/24E04B1/5812
Inventor 祝磊柏宇马赢钱晨阳
Owner 南京清骐筑宇建筑科技有限公司
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