Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated concrete ground beam-shear wall connecting joint and construction method thereof
The invention discloses a prefabricated concrete ground beam-shear wall connecting joint and a construction method thereof. The prefabricated concrete ground beam-shear wall connecting joint comprises a conversion column, a ground beam and a shear wall. A core column is arranged on the conversion column, and the height of the core column is equal to the sum of the heights of the ground beam and the shear wall; a first end steel plate and a top steel plate are correspondingly arranged on the end face and the top face of the ground beam, and a second end steel plate and a bottom steel plate are correspondingly arranged on the end face and the bottom face of the shear wall; and the conversion column, the ground beam and the shear wall are sequentially arranged from bottom to top, the core column is vertically arranged upwards, the end face of the ground beam and the end face of the shear wall are connected with the core column through a first end steel plate and a second end steel plate correspondingly through bolts, and the top face of the ground beam and the bottom face of the shear wall are connected through a top steel plate and a bottom steel plate through bolts. The anchoring effect is achieved no longer depending on secondary concrete solidification, and the assembling efficiency and the connecting quality are greatly improved.
本发明公开了一种预制混凝土地梁‑剪力墙连接节点及其施工方法，包括转换柱、地梁和剪力墙；转换柱上设置有芯柱，芯柱高度等于地梁和剪力墙高度之和；地梁端面和顶面分别设置有第一端部钢板和顶部钢板，剪力墙端面和底面分别设置有第二端部钢板和底部钢板；转换柱、地梁和剪力墙自下而上依次设置，芯柱竖直朝上设置，地梁端面和剪力墙端面分别通过第一端部钢板和第二端部钢板与芯柱采用螺栓连接，地梁顶面和剪力墙底面通过顶部钢板和底部钢板采用螺栓连接。不再依赖二次混凝土凝固实现锚固作用，极大提升装配效率和连接质量。
Prefabricated concrete ground beam-shear wall connecting joint and construction method thereof
The invention discloses a prefabricated concrete ground beam-shear wall connecting joint and a construction method thereof. The prefabricated concrete ground beam-shear wall connecting joint comprises a conversion column, a ground beam and a shear wall. A core column is arranged on the conversion column, and the height of the core column is equal to the sum of the heights of the ground beam and the shear wall; a first end steel plate and a top steel plate are correspondingly arranged on the end face and the top face of the ground beam, and a second end steel plate and a bottom steel plate are correspondingly arranged on the end face and the bottom face of the shear wall; and the conversion column, the ground beam and the shear wall are sequentially arranged from bottom to top, the core column is vertically arranged upwards, the end face of the ground beam and the end face of the shear wall are connected with the core column through a first end steel plate and a second end steel plate correspondingly through bolts, and the top face of the ground beam and the bottom face of the shear wall are connected through a top steel plate and a bottom steel plate through bolts. The anchoring effect is achieved no longer depending on secondary concrete solidification, and the assembling efficiency and the connecting quality are greatly improved.
本发明公开了一种预制混凝土地梁‑剪力墙连接节点及其施工方法，包括转换柱、地梁和剪力墙；转换柱上设置有芯柱，芯柱高度等于地梁和剪力墙高度之和；地梁端面和顶面分别设置有第一端部钢板和顶部钢板，剪力墙端面和底面分别设置有第二端部钢板和底部钢板；转换柱、地梁和剪力墙自下而上依次设置，芯柱竖直朝上设置，地梁端面和剪力墙端面分别通过第一端部钢板和第二端部钢板与芯柱采用螺栓连接，地梁顶面和剪力墙底面通过顶部钢板和底部钢板采用螺栓连接。不再依赖二次混凝土凝固实现锚固作用，极大提升装配效率和连接质量。
Prefabricated concrete ground beam-shear wall connecting joint and construction method thereof
一种预制混凝土地梁-剪力墙连接节点及其施工方法
DUAN LIUXING (Autor:in)
12.11.2021
Patent
Elektronische Ressource
Chinesisch
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