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Drop integral raft foundation and construction method thereof
The invention belongs to the technical field of building construction, and particularly relates to a fall integral raft foundation and a construction method thereof.During construction, a main building foundation and a main building shear wall foundation are excavated, a main building raft is poured, and after the main building shear wall foundation is poured to the elevation, the main building shear wall foundation is poured; after concrete of the main building shear wall foundation reaches the set strength, a main building shear wall is constructed on the main building shear wall foundation, and after the main building shear wall reaches the set height and the concrete reaches the set strength, a structure at the joint of the main building shear wall and the podium building raft is poured, and an integrated connecting structure is formed through pouring; the integrated connecting structure is provided with a horizontal extending part and a vertical extending part, the horizontal extending part forms a part of a podium raft, and the vertical extending part forms a part of a main building shear wall, so that a construction joint is prevented from being formed between the main building raft and the podium raft, and the construction efficiency is improved. And waterproof construction is facilitated, and it is guaranteed that the podium building body has high leakproofness.
本发明属于建筑施工技术领域,具体涉及一种落差整体式筏板基础及其施工方法,施工时,开挖主楼基础和主楼剪力墙基础,对主楼筏板进行浇筑,在浇筑至主楼剪力墙基础标高后,浇筑主楼剪力墙基础,待主楼剪力墙基础混凝土达到设定强度后,开始在主楼剪力墙基础上施作主楼剪力墙,在主楼剪力墙达到设定高度且混凝土达到设定强度后,对主楼剪力墙和裙楼筏板连接处的结构进行浇筑,浇筑成型出一体式连接结构,所述一体式连接结构具有水平延伸部分和竖直延伸部分,所述水平延伸部分构成裙楼筏板的一部分,所述竖直延伸部分构成主楼剪力墙的一部分,这样避免在主楼筏板和裙楼筏板之间形成施工缝,便于进行防水施工并保证裙楼楼体具有较高的严密性。
Drop integral raft foundation and construction method thereof
The invention belongs to the technical field of building construction, and particularly relates to a fall integral raft foundation and a construction method thereof.During construction, a main building foundation and a main building shear wall foundation are excavated, a main building raft is poured, and after the main building shear wall foundation is poured to the elevation, the main building shear wall foundation is poured; after concrete of the main building shear wall foundation reaches the set strength, a main building shear wall is constructed on the main building shear wall foundation, and after the main building shear wall reaches the set height and the concrete reaches the set strength, a structure at the joint of the main building shear wall and the podium building raft is poured, and an integrated connecting structure is formed through pouring; the integrated connecting structure is provided with a horizontal extending part and a vertical extending part, the horizontal extending part forms a part of a podium raft, and the vertical extending part forms a part of a main building shear wall, so that a construction joint is prevented from being formed between the main building raft and the podium raft, and the construction efficiency is improved. And waterproof construction is facilitated, and it is guaranteed that the podium building body has high leakproofness.
本发明属于建筑施工技术领域,具体涉及一种落差整体式筏板基础及其施工方法,施工时,开挖主楼基础和主楼剪力墙基础,对主楼筏板进行浇筑,在浇筑至主楼剪力墙基础标高后,浇筑主楼剪力墙基础,待主楼剪力墙基础混凝土达到设定强度后,开始在主楼剪力墙基础上施作主楼剪力墙,在主楼剪力墙达到设定高度且混凝土达到设定强度后,对主楼剪力墙和裙楼筏板连接处的结构进行浇筑,浇筑成型出一体式连接结构,所述一体式连接结构具有水平延伸部分和竖直延伸部分,所述水平延伸部分构成裙楼筏板的一部分,所述竖直延伸部分构成主楼剪力墙的一部分,这样避免在主楼筏板和裙楼筏板之间形成施工缝,便于进行防水施工并保证裙楼楼体具有较高的严密性。
Drop integral raft foundation and construction method thereof
一种落差整体式筏板基础及其施工方法
HAN XIAODONG (Autor:in) / LI CUNSHENG (Autor:in) / LI MINJU (Autor:in) / DAI DONGLIANG (Autor:in) / LI GEN (Autor:in) / YANG YIKE (Autor:in) / NIU ZENGCONG (Autor:in) / WANG CHONGJIE (Autor:in) / JIAN JINLONG (Autor:in) / MA JIANJUN (Autor:in)
05.04.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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