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Spliced shear wall with steel-plate concrete and reinforced concrete arranged inside and construction technology

A technology of reinforced concrete and steel plate concrete, applied to walls, building components, building types, etc., can solve problems such as long construction period, environmental pollution, and complex construction, and achieve the effect of saving materials, ensuring product quality, and increasing structural seismic performance

Pending Publication Date: 2020-03-10
辽宁省城乡市政工程集团有限责任公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Most of the existing steel plate shear wall components are constructed by wet construction on site. This form of construction is complicated, the construction period is long, and the construction process will pollute the environment. Therefore, a splicing shear with built-in steel plate concrete and reinforced concrete is proposed. Force Wall and Construction Technology

Method used

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  • Spliced shear wall with steel-plate concrete and reinforced concrete arranged inside and construction technology
  • Spliced shear wall with steel-plate concrete and reinforced concrete arranged inside and construction technology
  • Spliced shear wall with steel-plate concrete and reinforced concrete arranged inside and construction technology

Examples

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Effect test

Embodiment 1

[0073] In this embodiment, the connecting steel plate I4 and the connecting steel plate II8 are external connecting steel plates, and the built-in steel plate I is a non-porous built-in steel plate 7 .

[0074] Such as Figure 1 to Figure 14 , Figure 30 As shown, a built-in steel plate concrete and reinforced concrete splicing shear wall includes a reinforced concrete shear wall 1 and a steel plate concrete shear wall 2; the reinforced concrete shear wall 1 includes a skeleton I and concrete, and the skeleton I includes Reinforcement cage I3, connecting steel plate I4, and several embedded parts 5, said reinforcing cage I3 is formed by binding longitudinal steel bars and stirrups, one end of reinforcing cage I3 is welded with connecting steel plate I4, and the surface of connecting steel plate I4 is welded with several embedded parts 5 , and the embedded part 5 is located inside the reinforcement cage, and bolt holes I are evenly opened in the circumferential direction of th...

Embodiment 2

[0081] In this embodiment, the connecting steel plate I4 and the connecting steel plate II8 are external connecting steel plates, and the built-in steel plate I is the built-in steel plate 11 with holes.

[0082] Such as Figure 15 to Figure 20 , a built-in steel plate concrete and reinforced concrete splicing shear wall, including a reinforced concrete shear wall 1 and a steel plate concrete shear wall 2; the reinforced concrete shear wall 1 includes a skeleton I and concrete, and the skeleton I includes a steel cage I3, connecting steel plate I4, several embedded parts 5, the steel cage I3 is formed by binding longitudinal steel bars and stirrups, one end of the steel cage I3 is welded with a connecting steel plate I4, and the surface of the connecting steel plate I4 is welded with several embedded parts 5, and The embedded part 5 is located inside the reinforcement cage, and bolt holes I are evenly opened in the circumferential direction of the connecting steel plate I4, an...

Embodiment 3

[0089] In this embodiment, the connecting steel plate I4 and the connecting steel plate II8 are inner connecting steel plates, and the built-in steel plate I is a non-porous built-in steel plate 7 .

[0090] Such as Figure 21 to Figure 29 As shown, a built-in steel plate concrete and reinforced concrete splicing shear wall includes a reinforced concrete shear wall 1 and a steel plate concrete shear wall 2, the reinforced concrete shear wall 1 includes a skeleton I and concrete, and the skeleton I includes Reinforcement cage I3, connecting steel plate I4, and several embedded parts 5, said reinforcing cage I3 is formed by binding longitudinal steel bars and stirrups, one end of reinforcing cage I3 is welded with connecting steel plate I4, and the surface of connecting steel plate I4 is welded with several embedded parts 5 , and the embedded part 5 is located inside the steel cage, bolt holes I are evenly opened in the circumferential direction of the connecting steel plate I4,...

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Abstract

The invention discloses a spliced shear wall with steel-plate concrete and reinforced concrete arranged inside and a construction technology. There are two types; the first type includes a prefabricated reinforced concrete shear wall and a prefabricated steel-plate concrete shear wall, the prefabricated reinforced concrete shear wall comprises a reinforcement cage I, a connecting steel plate I, aplurality of embedded pieces and a post-pouring concrete zone, and the prefabricated steel-plate concrete shear wall comprises a reinforcement cage II, a built-in steel plate I, a connecting steel plate II, a plurality of connecting pieces, embedded bolts and connecting bolts; the second type includes a prefabricated reserved-groove reinforced concrete shear wall and a prefabricated bulging built-in steel-plate concrete shear wall, the prefabricated reserved-groove reinforced concrete shear wall comprises a reinforcement cage III, a reserved groove and a plurality of reserved holes, and the prefabricated bulging built-in steel-plate concrete shear wall comprises a built-in steel plate II, a reinforcement cage IV, a round hole, a grouting device, an injection nozzle and transverse split bolts. The spliced shear wall has the advantages of very high construction speed, low labor intensity of workers and low environmental pollution.

Description

technical field [0001] The invention belongs to the technical field of spliced ​​shear walls, and in particular relates to a spliced ​​shear wall with built-in steel plate concrete and reinforced concrete and a construction process. Background technique [0002] The reinforced concrete shear wall structure is a structure that uses reinforced concrete wall panels to bear vertical and horizontal forces. The longitudinal and horizontal main load-bearing structures of the shear wall structure are all structural walls. When the walls are in the right position in the building, they can form a structural system that effectively resists horizontal action, and at the same time, can divide the space. This structure is widely used in high-rise buildings. The height of the structural wall is generally equal to the height of the entire house, from the foundation to the roof, as high as tens of meters or more than one hundred meters, and its width depends on the layout of the building pla...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/56E04H9/02E04B1/98
CPCE04B2/56E04H9/021E04B1/98
Inventor 程树根王连广陈士超张永辉刘汉波温超群齐鑫赵春雷梁晨光谢云涛刘鑫李贺吴天昊李鑫洋张泽吉夏志忠
Owner 辽宁省城乡市政工程集团有限责任公司
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