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Connection structure and construction method of profiled steel plate shear wall and rc frame beam

A technology of profiled steel plates and connection structures, which is applied in building construction, construction, building maintenance, etc., can solve problems such as connection problems, and achieve the effects of simple structure, convenient construction, and good economy

Active Publication Date: 2018-12-28
NANJING AMEBA ENG STRUCTURE OPTIMIZATION RES INST CO LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0009] The purpose of the present invention is to overcome the shortcomings of the existing connection methods, solve the problem of connection between profiled steel plate shear walls and RC frame beams in actual engineering, and combine with steel bonding technology to provide a convenient construction, save steel, practical and effective The connection structure of profiled steel plate shear wall and RC frame beam and its construction method

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  • Connection structure and construction method of profiled steel plate shear wall and rc frame beam
  • Connection structure and construction method of profiled steel plate shear wall and rc frame beam

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Embodiment Construction

[0039] The present invention will be described in further detail below in conjunction with the accompanying drawings.

[0040] Such as Figure 1~2 As shown, the connection structure between the profiled steel plate shear wall and the RC frame beam of the present invention includes an RC frame beam composed of a frame beam 1 and a frame column 2 . A steel strip 6 is fixedly arranged on the inner side of the RC frame beam, and bolt holes are arranged on the steel strip 6 . The connection structure of the present invention also includes a profiled steel plate shear wall 3, which is fixedly connected by adjacent profiled steel plates after partial overlapping, and the profiled steel plate shear wall 3 is close to the end of the frame beam 1 The part is fixedly connected with the steel strip 6.

[0041] As a preferred embodiment of the present invention, chemical anchor bolts 7 are implanted in the bolt holes of the steel strips 6 , and the steel strips 6 and the profiled steel p...

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Abstract

The invention discloses a connection structure of a profiling steel plate shear wall and an RC frame beam and a construction method thereof. The connection structure comprises a frame beam and a RC frame beam composed of frame columns. Steel plate strips are fixedly arranged on the inner side of the RC frame beam, and bolt holes are formed in the steel plate strips. The connection structure further comprises the profiling steel plate shear wall, the profiling steel plate shear wall is formed by partial overlap and fixed connection of adjacent profiling steel plates, and the end portion of the profiling steel plate shear wall next to the frame beam is fixedly connected to the steel plate strips. The connection structure of the profiling steel plate shear wall and the RC frame beam and the construction method thereof adopt the profiling steel plate and the steel plate strips to connect components, are good in economic performance, propose the simple connection way in the operation and connection aspect, and shorten the construction period; the connection method solves the problem of the connection of the profiling steel plate shear wall and the frame beam in actual projects, and is reliable in the construction method.

Description

technical field [0001] The invention relates to a connection structure of a profiled steel plate shear wall and an RC frame beam and a construction method thereof, belonging to the technical field of construction. Background technique [0002] In GB50223-2008 "Standards for Seismic Fortification Classification of Construction Engineering", the anti-seismic fortification category of outpatient clinics, medical technology and inpatient rooms that undertake particularly important medical tasks in tertiary hospitals is classified as special fortification category (category A), and class II and III The other departments of the first-level hospitals are classified as key fortifications (Class B); the newly revised "Code for Seismic Design of Buildings" in 2016 also raised the earthquake resistance level accordingly. It is necessary to carry out seismic reinforcement for existing hospital buildings, and it has important research significance and practical value to carry out researc...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G23/02
CPCE04G23/0218
Inventor 冯宁宁曹平周
Owner NANJING AMEBA ENG STRUCTURE OPTIMIZATION RES INST CO LTD
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