Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Novel underground anti-floating structure and construction method thereof
The invention discloses a novel underground anti-floating structure and a construction method thereof, and relates to the technical field of construction.The novel underground anti-floating structure comprises rock soil and further comprises an underground structure buried in the rock soil, and passive anti-floating is formed through underground accumulated water infiltration; the anti-floating base support is located at the lower end of the underground structure and used for active anti-floating, and underground accumulated water can be drained in time; the anti-floating base support comprises a prefabricated base, the two side sections of the prefabricated base are arranged in a slope shape, and two drain pipes used for draining accumulated water are arranged at the lower end of the prefabricated base. According to the novel underground anti-floating structure and the construction method thereof, the rocks are filled step by step from large to small and from inside to outside, and certain hydrophobic gaps exist; and water can flow into the structure main body through the multiple first water leakage openings in the structure main body and the multiple second water leakage openings in the prefabricated baffle to increase the weight of the structure main body, passive anti-floating is formed, and better use prospects are brought.
本发明公开了一种新型地下抗浮结构及其施工方法，涉及施工技术领域，包括岩土，还包括埋置于岩土内部的地下结构，经由地下积水渗入形成被动抗浮；以及位于地下结构下端用于主动抗浮的抗浮基撑，可对地下积水及时疏排；所述抗浮基撑包括预制基座，且预制基座的两侧段呈放坡型开设，所述预制基座的下端设置有用于积水疏排的两个疏水管。本发明所述的一种新型地下抗浮结构及其施工方法，石岩以由大到小、由内之外逐级填充，存在一定的疏水间隙，如若地下积水高于石岩的底层，可通过结构主体其上的多个漏水口一与预制挡板其上的多个漏水口二流至结构主体的内部对其进行增重，形成被动抗浮，带来更好的使用前景。
Novel underground anti-floating structure and construction method thereof
The invention discloses a novel underground anti-floating structure and a construction method thereof, and relates to the technical field of construction.The novel underground anti-floating structure comprises rock soil and further comprises an underground structure buried in the rock soil, and passive anti-floating is formed through underground accumulated water infiltration; the anti-floating base support is located at the lower end of the underground structure and used for active anti-floating, and underground accumulated water can be drained in time; the anti-floating base support comprises a prefabricated base, the two side sections of the prefabricated base are arranged in a slope shape, and two drain pipes used for draining accumulated water are arranged at the lower end of the prefabricated base. According to the novel underground anti-floating structure and the construction method thereof, the rocks are filled step by step from large to small and from inside to outside, and certain hydrophobic gaps exist; and water can flow into the structure main body through the multiple first water leakage openings in the structure main body and the multiple second water leakage openings in the prefabricated baffle to increase the weight of the structure main body, passive anti-floating is formed, and better use prospects are brought.
本发明公开了一种新型地下抗浮结构及其施工方法，涉及施工技术领域，包括岩土，还包括埋置于岩土内部的地下结构，经由地下积水渗入形成被动抗浮；以及位于地下结构下端用于主动抗浮的抗浮基撑，可对地下积水及时疏排；所述抗浮基撑包括预制基座，且预制基座的两侧段呈放坡型开设，所述预制基座的下端设置有用于积水疏排的两个疏水管。本发明所述的一种新型地下抗浮结构及其施工方法，石岩以由大到小、由内之外逐级填充，存在一定的疏水间隙，如若地下积水高于石岩的底层，可通过结构主体其上的多个漏水口一与预制挡板其上的多个漏水口二流至结构主体的内部对其进行增重，形成被动抗浮，带来更好的使用前景。
Novel underground anti-floating structure and construction method thereof
一种新型地下抗浮结构及其施工方法
LI GAOFENG (Autor:in) / ZHAO TIANBING (Autor:in) / YU XIANGQIAN (Autor:in) / JING FANG (Autor:in) / MAO RUIZHI (Autor:in) / ZHANG HENGTAO (Autor:in) / KANG KE (Autor:in) / ZHANG NA (Autor:in) / SHEN QINHONG (Autor:in) / WANG QIAN (Autor:in)
01.08.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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