Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prestressed concrete sheet pile anti-seepage structure for hydraulic structure and construction method
The prestressed concrete sheet pile anti-seepage structure for the hydraulic structure comprises a set of prestressed concrete sheet piles matched with a main lock chamber structure in span, every two adjacent prestressed concrete sheet piles are connected through a bottom mortise and tenon joint structure, and a mortise A and a mortise B are formed in the two sides of each prestressed concrete sheet pile in the longitudinal direction; a cavity is formed between the mortise A and the mortise B on the sides, close to each other, of every two adjacent prestressed concrete sheet piles and is filled with cement grout. The invention further discloses a construction method of the prestressed concrete sheet pile anti-seepage structure for the hydraulic structure. According to the prestressed concrete sheet pile anti-seepage structure for the hydraulic structure and the construction method, the whole structure meets the construction requirement for seepage prevention of the hydraulic structure, and meanwhile, the novel mode that the prestressed sheet piles serve as the dam body anti-seepage structure brings guiding value to implementation of hydraulic structure engineering.
本发明公开的用于水工建筑物的预应力混凝土板桩防渗结构，包括一组与主闸室结构跨度相匹配的预应力混凝土板桩，相邻两个预应力混凝土板桩之间通过底部榫卯结构连接，每个预应力混凝土板桩的两侧沿纵向均开设有榫槽A和榫槽B，相邻两个预应力混凝土板桩相互靠近一侧的榫槽A和榫槽B之间形成有空腔并灌有水泥浆液。本发明还公开了用于水工建筑物的预应力混凝土板桩防渗结构的施工方法。本发明的用于水工建筑物的预应力混凝土板桩防渗结构及施工方法，使得整个结构满足水工建筑防渗的建设要求，同时预应力板桩作为坝体防渗结构的新型模式将为水工建筑工程的实施带来指导价值。
Prestressed concrete sheet pile anti-seepage structure for hydraulic structure and construction method
The prestressed concrete sheet pile anti-seepage structure for the hydraulic structure comprises a set of prestressed concrete sheet piles matched with a main lock chamber structure in span, every two adjacent prestressed concrete sheet piles are connected through a bottom mortise and tenon joint structure, and a mortise A and a mortise B are formed in the two sides of each prestressed concrete sheet pile in the longitudinal direction; a cavity is formed between the mortise A and the mortise B on the sides, close to each other, of every two adjacent prestressed concrete sheet piles and is filled with cement grout. The invention further discloses a construction method of the prestressed concrete sheet pile anti-seepage structure for the hydraulic structure. According to the prestressed concrete sheet pile anti-seepage structure for the hydraulic structure and the construction method, the whole structure meets the construction requirement for seepage prevention of the hydraulic structure, and meanwhile, the novel mode that the prestressed sheet piles serve as the dam body anti-seepage structure brings guiding value to implementation of hydraulic structure engineering.
本发明公开的用于水工建筑物的预应力混凝土板桩防渗结构，包括一组与主闸室结构跨度相匹配的预应力混凝土板桩，相邻两个预应力混凝土板桩之间通过底部榫卯结构连接，每个预应力混凝土板桩的两侧沿纵向均开设有榫槽A和榫槽B，相邻两个预应力混凝土板桩相互靠近一侧的榫槽A和榫槽B之间形成有空腔并灌有水泥浆液。本发明还公开了用于水工建筑物的预应力混凝土板桩防渗结构的施工方法。本发明的用于水工建筑物的预应力混凝土板桩防渗结构及施工方法，使得整个结构满足水工建筑防渗的建设要求，同时预应力板桩作为坝体防渗结构的新型模式将为水工建筑工程的实施带来指导价值。
Prestressed concrete sheet pile anti-seepage structure for hydraulic structure and construction method
用于水工建筑物的预应力混凝土板桩防渗结构及施工方法
MA BO (Autor:in) / YANG WEILONG (Autor:in) / HAO XINGDONG (Autor:in) / HAN LIANFENG (Autor:in) / DA WENBO (Autor:in) / YASUHIDE (Autor:in) / HE LITAO (Autor:in) / TAN HUAYU (Autor:in) / XING YAOHUI (Autor:in) / MA KUN (Autor:in)
08.04.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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