A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fabricated concrete structure and construction method of concrete structure
The invention belongs to the field of fabricated buildings, and particularly provides a fabricated concrete structure and a construction method of the concrete structure. The structure comprises at least two concrete units, connecting steel bars, anti-shear connecting bases and anti-shear connecting plates, each concrete unit comprises a plurality of stand column assemblies and a plurality of cross beam assemblies, assembling holes are formed in the stand column assemblies, and receding notches are formed in the bottoms of the stand column assemblies; the connecting steel bars penetrate through the assembly holes; shear-resistant connecting seats are arranged above and below each stand column assembly, and the shear-resistant connecting seats are arranged on the peripheries of the connecting steel bars in a sleeving mode and are in threaded connection with the connecting steel bars; the anti-shear connecting plate is located in the receding notch and arranged on the periphery of the anti-shear connecting base in a sleeving mode, and the periphery of the anti-shear connecting plate abuts against the cross beam assembly. According to the scheme, the structural area of the connecting position of the adjacent concrete units for bearing the horizontal shear force is effectively increased, and then the overall horizontal shear force resisting capacity of the fabricated concrete structure is improved.
本申请属于装配式建筑领域，具体提供了一种装配式混凝土结构和混凝土结构的建造方法。该结构包括至少两个混凝土单元、连接钢筋、抗剪连接座和抗剪连接板，混凝土单元包括若干立柱组件和若干横梁组件，立柱组件内部开设有装配孔，立柱组件的底部设置有让位缺口；连接钢筋贯穿装配孔；每个立柱组件的上方和下方均设置有抗剪连接座，抗剪连接座套设在连接钢筋的外周，并与连接钢筋螺纹连接；抗剪连接板位于让位缺口内，且抗剪连接板套设在抗剪连接座的外周，抗剪连接板的周部与横梁组件抵接。本方案有效增大相邻混凝土单元连接位置的承受水平剪切力的结构面积，进而提高该装配式混凝土结构整体抵抗水平剪切力的能力。
Fabricated concrete structure and construction method of concrete structure
The invention belongs to the field of fabricated buildings, and particularly provides a fabricated concrete structure and a construction method of the concrete structure. The structure comprises at least two concrete units, connecting steel bars, anti-shear connecting bases and anti-shear connecting plates, each concrete unit comprises a plurality of stand column assemblies and a plurality of cross beam assemblies, assembling holes are formed in the stand column assemblies, and receding notches are formed in the bottoms of the stand column assemblies; the connecting steel bars penetrate through the assembly holes; shear-resistant connecting seats are arranged above and below each stand column assembly, and the shear-resistant connecting seats are arranged on the peripheries of the connecting steel bars in a sleeving mode and are in threaded connection with the connecting steel bars; the anti-shear connecting plate is located in the receding notch and arranged on the periphery of the anti-shear connecting base in a sleeving mode, and the periphery of the anti-shear connecting plate abuts against the cross beam assembly. According to the scheme, the structural area of the connecting position of the adjacent concrete units for bearing the horizontal shear force is effectively increased, and then the overall horizontal shear force resisting capacity of the fabricated concrete structure is improved.
本申请属于装配式建筑领域，具体提供了一种装配式混凝土结构和混凝土结构的建造方法。该结构包括至少两个混凝土单元、连接钢筋、抗剪连接座和抗剪连接板，混凝土单元包括若干立柱组件和若干横梁组件，立柱组件内部开设有装配孔，立柱组件的底部设置有让位缺口；连接钢筋贯穿装配孔；每个立柱组件的上方和下方均设置有抗剪连接座，抗剪连接座套设在连接钢筋的外周，并与连接钢筋螺纹连接；抗剪连接板位于让位缺口内，且抗剪连接板套设在抗剪连接座的外周，抗剪连接板的周部与横梁组件抵接。本方案有效增大相邻混凝土单元连接位置的承受水平剪切力的结构面积，进而提高该装配式混凝土结构整体抵抗水平剪切力的能力。
Fabricated concrete structure and construction method of concrete structure
装配式混凝土结构和混凝土结构的建造方法
HUANG ZHENYU (author) / ZHANG CHAOBIN (author)
2024-02-02
Patent
Electronic Resource
Chinese
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