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A kind of prefabricated steel strip concrete composite shear wall and its production and construction method

A technology of concrete shear walls and combined shear walls, which is applied to walls, buildings, building components, etc., can solve the problems of reinforced concrete shear walls such as good ductility, poor ductility and energy dissipation capacity, cumbersome operation, etc., and achieve bending resistance and good shear resistance, increased ductility and energy dissipation capacity, and clear force transmission

Active Publication Date: 2019-06-07
HEBEI INSTITUTE OF ARCHITECTURE AND CIVIL ENGINEERING
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  • Application Information

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Problems solved by technology

[0002] Prefabricated reinforced concrete shear wall is a good lateral force-resisting member with high rigidity, but its ductility and energy dissipation capacity are relatively poor, and the connection of prefabricated reinforced concrete shear wall is mostly connected by steel sleeve grouting, which is cumbersome to operate , high cost, and good ductility of reinforced concrete shear walls with vertical joints

Method used

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  • A kind of prefabricated steel strip concrete composite shear wall and its production and construction method
  • A kind of prefabricated steel strip concrete composite shear wall and its production and construction method
  • A kind of prefabricated steel strip concrete composite shear wall and its production and construction method

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Embodiment Construction

[0032] The present invention will be further described below in conjunction with embodiment and description of drawings.

[0033] An assembled steel plate strip concrete composite shear wall of the present invention includes a concrete shear wall 5 and an inner skeleton embedded in the concrete shear wall 5, the inner skeleton has three layers, including the front and rear surface layers embedded in the concrete shear wall 5 The two distributed reinforcement meshes 1 in the interior, and the steel plate strips 2 arranged in the middle layer of the concrete shear wall 5; Composed of steel bars 11 and vertical steel bars 12, the maximum distance between adjacent horizontal steel bars 11 or vertical steel bars 12 is 200mm, and the minimum reinforcement ratio of distributed steel mesh 1 is 0.4%; steel plate strip 2 includes steel plate 23, flange plate 22. The middle vertical steel bars 6 and stiffeners 21, the steel slats 23 are arranged vertically, and are distributed on the cen...

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Abstract

The invention relates to the field of structural engineering, and discloses an assembly type steel strip and concrete combined shear wall and making and constructing methods thereof. The assembly type steel strip and concrete combined shear wall comprises a concrete shear wall and three layers of inner frames embedded in the concrete shear wall, and the inner frames comprise two distribution reinforcing meshes embedded in front surface layer and the back surface layer of the concrete shear wall and steel strips arranged on the interlayer of the concrete shear wall in a distributed mode; each steel strip comprises a steep strip body and a flange plate, each steel strip body is vertically arranged, the two ends of each steel strip body extend out of the concrete shear wall and are connected with the corresponding flange plate, and the plate surface of each flange plate is perpendicular to the extension direction of the corresponding steel strip; the adjacent flange plates at the end of the concrete shear wall are connected through high strength bolts, and filling treatment is conducted in horizontal joints. According to the assembly type steel strip and concrete combined shear wall and the making and constructing methods thereof, the wall is thin, the ductility is good, and shear wall connection is reliable and rapid.

Description

technical field [0001] The invention belongs to the field of structural engineering, and in particular relates to an assembled steel plate strip concrete composite shear wall and a manufacturing and construction method thereof. Background technique [0002] Prefabricated reinforced concrete shear wall is a good lateral force-resisting member with high rigidity, but its ductility and energy dissipation capacity are relatively poor, and the connection of prefabricated reinforced concrete shear wall is mostly connected by steel sleeve grouting, which is cumbersome to operate , the cost is high, and the ductility of reinforced concrete shear walls with vertical joints is good. The prominent features of steel plate concrete shear walls are high shear resistance and good ductility. Compared with ordinary reinforced concrete shear walls, these two kinds of shear walls have improved bearing capacity, ductility and seismic performance. The steel-concrete composite shear wall has th...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/00E04B1/04E04B1/41E04B1/682
CPCE04B1/043E04B1/41E04B1/6801E04B2/00E04B2001/4192
Inventor 麻建锁周苗苗蔡焕琴王一沛冯拴
Owner HEBEI INSTITUTE OF ARCHITECTURE AND CIVIL ENGINEERING
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