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A platform for research: civil engineering, architecture and urbanism
Prefabricated shear wall bundling steel bar connection structure by using total-fabricated horizontal joints
The invention relates to a prefabricated shear wall bundling steel bar connection structure by using total-fabricated horizontal joints. The prefabricated shear wall bundling steel bar connection structure comprises a prefabricated shear wall body and bundling steel bars, wherein the bundling steel bars are installed on the prefabricated shear wall body, the prefabricated shear wall body is internally provided with reserved installation cavities for steel bars, reserved installation clamping grooves are formed in the bottom of the prefabricated shear wall body, and a lower prefabricated shearwall is connected with an upper prefabricated shear wall through steel connecting pieces in a matched mode. According to the prefabricated shear wall bundling steel bar connection structure, based ona concept of efficient reinforcement design, prefabricated vertical members are connected by bundling reinforcements, steel bars anchored in the concrete are ordinary threaded bars, and the exposed parts of the prefabricated members are FRP bars; in the hoisting process of the prefabricated members, the bundling steel bars play an auxiliary role in positioning, and the steel connecting pieces areaccurately positioned through clamping seat auxiliary members, so that rapid and effective assembly is realized.
本发明涉及一种采用全装配式水平接缝的预制剪力墙集束钢筋连接结构，包括预制剪力墙本体和集束钢筋，所述的集束钢筋安装在预制剪力墙本体上，所述的预制剪力墙本体内具有钢筋预留安装腔，所述的预制剪力墙本体底部具有预留安装卡槽；下层的预制剪力墙与上层的预制剪力墙之间通过钢连接件配合连接。本发明基于高效配筋设计的理念，预制竖向构件采用集束配筋连接，锚固在混凝土内部的钢筋采用普通螺纹筋，露出预制构件的部分采用FRP筋；在预制构件吊装过程中集束钢筋起辅助定位的作用，且钢连接件通过卡座辅助构件精准定位，实现快速有效的装配。
Prefabricated shear wall bundling steel bar connection structure by using total-fabricated horizontal joints
The invention relates to a prefabricated shear wall bundling steel bar connection structure by using total-fabricated horizontal joints. The prefabricated shear wall bundling steel bar connection structure comprises a prefabricated shear wall body and bundling steel bars, wherein the bundling steel bars are installed on the prefabricated shear wall body, the prefabricated shear wall body is internally provided with reserved installation cavities for steel bars, reserved installation clamping grooves are formed in the bottom of the prefabricated shear wall body, and a lower prefabricated shearwall is connected with an upper prefabricated shear wall through steel connecting pieces in a matched mode. According to the prefabricated shear wall bundling steel bar connection structure, based ona concept of efficient reinforcement design, prefabricated vertical members are connected by bundling reinforcements, steel bars anchored in the concrete are ordinary threaded bars, and the exposed parts of the prefabricated members are FRP bars; in the hoisting process of the prefabricated members, the bundling steel bars play an auxiliary role in positioning, and the steel connecting pieces areaccurately positioned through clamping seat auxiliary members, so that rapid and effective assembly is realized.
本发明涉及一种采用全装配式水平接缝的预制剪力墙集束钢筋连接结构，包括预制剪力墙本体和集束钢筋，所述的集束钢筋安装在预制剪力墙本体上，所述的预制剪力墙本体内具有钢筋预留安装腔，所述的预制剪力墙本体底部具有预留安装卡槽；下层的预制剪力墙与上层的预制剪力墙之间通过钢连接件配合连接。本发明基于高效配筋设计的理念，预制竖向构件采用集束配筋连接，锚固在混凝土内部的钢筋采用普通螺纹筋，露出预制构件的部分采用FRP筋；在预制构件吊装过程中集束钢筋起辅助定位的作用，且钢连接件通过卡座辅助构件精准定位，实现快速有效的装配。
Prefabricated shear wall bundling steel bar connection structure by using total-fabricated horizontal joints
一种采用全装配式水平接缝的预制剪力墙集束钢筋连接结构
XIAO TONGLIANG (author) / LI HUBING (author) / FAN YEMING (author) / HUANG LIXIANG (author)
2020-06-23
Patent
Electronic Resource
Chinese
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