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Steel reinforced concrete shear wall assembling type space modularized structure system and construction method

A shear wall and modular technology, applied in the direction of walls, building components, building structures, etc., can solve the problems of difficult construction of joints, heavy workload of on-site hoisting, poor seismic performance, etc., to achieve easy construction and installation, improve The effect of hoisting efficiency and enhancing bearing capacity

Pending Publication Date: 2017-11-17
HEBEI INSTITUTE OF ARCHITECTURE AND CIVIL ENGINEERING
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  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The present invention proposes a steel concrete shear wall assembled space modular structure system and a construction method to solve the problems of low assembly rate, poor seismic performance, heavy on-site hoisting workload and difficult construction of node parts in the existing prefabricated structure system technical issues

Method used

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  • Steel reinforced concrete shear wall assembling type space modularized structure system and construction method
  • Steel reinforced concrete shear wall assembling type space modularized structure system and construction method
  • Steel reinforced concrete shear wall assembling type space modularized structure system and construction method

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Embodiment 1

[0056] Such as Figure 1-10 , 15-17, this type of steel concrete shear wall assembled space modular structure system includes a first space module unit; the first space module unit includes a top floor 1 and four wall panels 2 A bell jar-shaped five-sided space module unit; the wall panel 2 is a prefabricated steel concrete shear wall panel, and the wall panel 2 includes a shear wall panel main body 2.1 and an I-shaped steel member 2.2; the shear wall panel On the vertical sides of the left and right ends of the main body 2.1, horizontal connecting bars 3 are pre-embedded along the vertical intervals, and one end of the connecting bars 3 is anchored in the concrete of the main body 2.1 of the shear wall panel, and meets the anchorage length requirements of relevant specifications. The other end of the tendon 3 exceeds the vertical side of the left end or the vertical side of the right end of the shear wall panel main body 2.1, and the excess part is provided with threads; the ...

Embodiment 2

[0069] Such as Figure 10-17 As shown, this type of steel concrete shear wall assembled space modular structure system includes a first space module unit; the first space module unit includes a bell jar consisting of a top floor 1 and four wall panels 2 Type five-sided space module unit; the wall panel 2 is a prefabricated steel concrete shear wall panel, and the wall panel 2 includes a shear wall panel main body 2.1 and an I-shaped steel member 2.2; the shear wall panel main body 2.1 has two left and right sides Horizontal connecting bars 3 are pre-embedded along the vertical intervals on the vertical side of the end. One end of the connecting bars 3 is anchored in the concrete of the main body 2.1 of the shear wall panel, and meets the anchorage length requirements of relevant specifications. The other end of the connecting bars 3 One end exceeds the vertical side of the left end or the vertical side of the right end of the shear wall panel main body 2.1, and the excess part...

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Abstract

The invention provides a steel reinforced concrete shear wall assembling type space modularized structure system and a construction method. The steel reinforced concrete shear wall assembling type space modularized structure system comprises a first space module unit; the first space module unit comprises a bell-shaped five-face space module unit which is composed of a top floor slab and four wall plates; a horizontal connecting rib is pre-embedded on the vertical side faces of the two ends of a shear wall plate main body; the upper ends of vertical reinforcing bars in the shear wall plate main body exceed the top face of the shear wall plate main body; a connecting groove is formed in the bottom face of the shear wall plate main body; two I-shaped steel components are correspondingly connected with the vertical side faces of the two ends of the shear wall plate main body; vertical bar-through holes are formed in the floor slab; the vertical reinforcing bars penetrates through the corresponding bar-through holes, and the upper ends of vertical reinforcing bars exceed the top face of the floor slab, the exceeding part is bent toward the corresponding side where the connecting groove is formed. The steel reinforced concrete shear wall assembling type space modularized structure system solves the technical problems, existing in the existing assembling structure system, that the assembling rate is low, shockproof performance is poor, on-site hoisting workload is large, and the joint parts are not easy to construct.

Description

technical field [0001] The invention belongs to the field of building structure systems, and in particular relates to a space modular structure system and a construction method of a steel concrete shear wall assembly type. Background technique [0002] According to the construction materials, the building structure forms include: reinforced concrete structure, steel structure, wood structure and composite structure. Reinforced concrete structure is a structural form with a wide range of applications and mature technology in my country; along with energy problems, environmental problems and the disappearance of my country's demographic dividend, high energy consumption, low energy efficiency, large environmental pollution, low recycling rate and labor-intensive cast-in-place Reinforced concrete structural systems are withdrawing from the stage of architectural history. The corresponding prefabricated buildings are being widely promoted as one of the ways to realize the indust...

Claims

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Application Information

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IPC IPC(8): E04B2/56
CPCE04B2/56
Inventor 麻建锁王丽楠蔡焕琴李明宇李雪娜李瑞丰程岚张敏马相楠齐梦
Owner HEBEI INSTITUTE OF ARCHITECTURE AND CIVIL ENGINEERING
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