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Self-sinking type deep foundation pit barrier wall structure and construction method for underground space structure
The invention provides a self-sinking type deep foundation pit barrier wall structure. The self-sinking type deep foundation pit barrier wall structure comprises a barrel type barrier wall body. The bottom of the barrel type barrier wall body is provided with a ground breaking structure. The barrel type barrier wall body is suitable for achieving upward ground breaking and sinking under the gravity matching of the ground breaking structure and the barrel type barrier wall body. A water pipe which is through vertically is formed in the barrel type barrier wall body through pouring. The water pipe is provided with a water outlet and a water inlet, wherein the water outlet is formed in the lower end face of the barrel type barrier wall body, and the water inlet is formed in the upper end faceof the barrel type barrier wall body. The self-sinking type deep foundation pit barrier wall structure further comprises resistance enhancement devices arranged on the outer side wall of the barrel type barrier wall body. The resistance enhancement devices are used for cooperating with a foundation to adjust the upward resistance applied by the foundation to the barrel type barrier wall body. Theinvention further provides a construction method for an underground space structure.
本发明提供了一种自沉式深基坑挡墙结构,包括:筒型挡墙本体,其中,所述筒型挡墙本体的底部成型有破土结构,所述筒型挡墙本体适于通过所述破土结构与其自身的重力配合实现向下破土和下沉;所述筒型挡墙本体内浇筑有上下贯通的水管,所述水管具有位于所述筒型挡墙本体的下端面出水口,和位于所述筒型挡墙本体的上端面的进水口;还包括设置上所述筒型挡墙本体的外侧壁上的增阻装置,所述增阻装置用于与地基配合,调节所述地基对所述筒型挡墙本体向上的阻力。本发明又提供了一种地下空间的施工方法。
Self-sinking type deep foundation pit barrier wall structure and construction method for underground space structure
The invention provides a self-sinking type deep foundation pit barrier wall structure. The self-sinking type deep foundation pit barrier wall structure comprises a barrel type barrier wall body. The bottom of the barrel type barrier wall body is provided with a ground breaking structure. The barrel type barrier wall body is suitable for achieving upward ground breaking and sinking under the gravity matching of the ground breaking structure and the barrel type barrier wall body. A water pipe which is through vertically is formed in the barrel type barrier wall body through pouring. The water pipe is provided with a water outlet and a water inlet, wherein the water outlet is formed in the lower end face of the barrel type barrier wall body, and the water inlet is formed in the upper end faceof the barrel type barrier wall body. The self-sinking type deep foundation pit barrier wall structure further comprises resistance enhancement devices arranged on the outer side wall of the barrel type barrier wall body. The resistance enhancement devices are used for cooperating with a foundation to adjust the upward resistance applied by the foundation to the barrel type barrier wall body. Theinvention further provides a construction method for an underground space structure.
本发明提供了一种自沉式深基坑挡墙结构,包括:筒型挡墙本体,其中,所述筒型挡墙本体的底部成型有破土结构,所述筒型挡墙本体适于通过所述破土结构与其自身的重力配合实现向下破土和下沉;所述筒型挡墙本体内浇筑有上下贯通的水管,所述水管具有位于所述筒型挡墙本体的下端面出水口,和位于所述筒型挡墙本体的上端面的进水口;还包括设置上所述筒型挡墙本体的外侧壁上的增阻装置,所述增阻装置用于与地基配合,调节所述地基对所述筒型挡墙本体向上的阻力。本发明又提供了一种地下空间的施工方法。
Self-sinking type deep foundation pit barrier wall structure and construction method for underground space structure
自沉式深基坑挡墙结构和地下空间结构的施工方法
LIU XIANGANG (author) / LI YONGHUA (author) / XIONG YUNLI (author) / PENG LIANG (author)
2020-10-30
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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