A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Connecting joint of basement wall
The invention relates to the technical field of building engineering construction, and discloses a basement wall connecting joint which comprises an underground diaphragm wall, a structural lining wall and a connecting assembly, and the underground diaphragm wall and the structural lining wall are arranged in an attached mode in the horizontal direction; the connecting assembly comprises anchor bars, fixing pieces, connecting pieces and reinforcing steel bars. The anchor bars and the fixing pieces are arranged in the underground diaphragm wall, the fixing pieces are connected to the anchor bars, the connecting pieces are connected with the fixing pieces, the first ends of the steel bars are arranged in a structural lining wall, and the second ends of the steel bars are horizontally opposite to and connected with the second ends of the connecting pieces. According to the method, the fixing pieces and the anchor bars are connected in advance, so that the overall positioning of the anchor bars is controllable, field installation is simple, a large number of traditional field steel bar planting is avoided, construction is flexible, the quality is controllable, and the situation that deviation is large in the later period is prevented; and the cooperative bending resistance and shear resistance of the underground diaphragm wall and the structural lining wall are coordinated.
本发明涉及建筑工程施工技术领域，且公开了一种地下室墙体的连接节点，包括地下连续墙、结构内衬墙和连接组件，地下连续墙和结构内衬墙沿水平方向贴合设置；连接组件包括锚筋、固定件、接驳件和钢筋；锚筋和固定件设置于所述地下连续墙的内部，所述固定件连接于所述锚筋，所述接驳件与所述固定件连接，所述钢筋的第一端设置于结构内衬墙的内部，所述钢筋的第二端与所述接驳件的第二端水平相对并连接。在本发明中，固定件和锚筋进行预先连接，使得锚筋的整体定位可控，且现场安装简单，避免了传统的现场大量植筋，且施工灵活质量可控，防止后期会出现偏差较大的情况；协调地下连续墙与结构内衬墙的协同抗弯及抗剪性能。
Connecting joint of basement wall
The invention relates to the technical field of building engineering construction, and discloses a basement wall connecting joint which comprises an underground diaphragm wall, a structural lining wall and a connecting assembly, and the underground diaphragm wall and the structural lining wall are arranged in an attached mode in the horizontal direction; the connecting assembly comprises anchor bars, fixing pieces, connecting pieces and reinforcing steel bars. The anchor bars and the fixing pieces are arranged in the underground diaphragm wall, the fixing pieces are connected to the anchor bars, the connecting pieces are connected with the fixing pieces, the first ends of the steel bars are arranged in a structural lining wall, and the second ends of the steel bars are horizontally opposite to and connected with the second ends of the connecting pieces. According to the method, the fixing pieces and the anchor bars are connected in advance, so that the overall positioning of the anchor bars is controllable, field installation is simple, a large number of traditional field steel bar planting is avoided, construction is flexible, the quality is controllable, and the situation that deviation is large in the later period is prevented; and the cooperative bending resistance and shear resistance of the underground diaphragm wall and the structural lining wall are coordinated.
本发明涉及建筑工程施工技术领域，且公开了一种地下室墙体的连接节点，包括地下连续墙、结构内衬墙和连接组件，地下连续墙和结构内衬墙沿水平方向贴合设置；连接组件包括锚筋、固定件、接驳件和钢筋；锚筋和固定件设置于所述地下连续墙的内部，所述固定件连接于所述锚筋，所述接驳件与所述固定件连接，所述钢筋的第一端设置于结构内衬墙的内部，所述钢筋的第二端与所述接驳件的第二端水平相对并连接。在本发明中，固定件和锚筋进行预先连接，使得锚筋的整体定位可控，且现场安装简单，避免了传统的现场大量植筋，且施工灵活质量可控，防止后期会出现偏差较大的情况；协调地下连续墙与结构内衬墙的协同抗弯及抗剪性能。
Connecting joint of basement wall
一种地下室墙体的连接节点
ZHANG JIAN (author) / GU SHAOYI (author) / ZHOU ZHENGJIU (author) / HAO ZHAOXUAN (author) / QI MANYI (author) / LIU YANGMING (author) / YU SHUIQING (author)
2023-09-05
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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