Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Power station tail water channel retaining wall used on medium-thickness sand gravel foundation and construction method of power station tail water channel retaining wall
The invention discloses a power station tail water channel retaining wall used on a medium-thickness sand gravel foundation and a construction method of the power station tail water channel retaining wall. The power station tail water channel retaining wall comprises a plurality of reinforced concrete wall bodies serving as the power station tail water channel retaining wall, and a plurality of wall pouring piles located in the reinforced concrete wall bodies. A tensile pouring pile is arranged between every two adjacent wall pouring piles and is a certain distance away from the backs of the corresponding reinforced concrete wall bodies. Connection pull beams are arranged between each tensile pouring pile and the two corresponding adjacent wall pouring piles. A connection pull beam is arranged between every two adjacent tensile pouring piles. The design of an existing tail water channel retaining wall is replaced with the novel power station tail water channel retaining wall formed by conducting pouring on original-stage terrain, and the problems that when a conventional retaining wall deep foundation is excavated on a large scale, the energy consumption is high, the engineering cost is high and the environment is influenced are effectively solved.
Power station tail water channel retaining wall used on medium-thickness sand gravel foundation and construction method of power station tail water channel retaining wall
The invention discloses a power station tail water channel retaining wall used on a medium-thickness sand gravel foundation and a construction method of the power station tail water channel retaining wall. The power station tail water channel retaining wall comprises a plurality of reinforced concrete wall bodies serving as the power station tail water channel retaining wall, and a plurality of wall pouring piles located in the reinforced concrete wall bodies. A tensile pouring pile is arranged between every two adjacent wall pouring piles and is a certain distance away from the backs of the corresponding reinforced concrete wall bodies. Connection pull beams are arranged between each tensile pouring pile and the two corresponding adjacent wall pouring piles. A connection pull beam is arranged between every two adjacent tensile pouring piles. The design of an existing tail water channel retaining wall is replaced with the novel power station tail water channel retaining wall formed by conducting pouring on original-stage terrain, and the problems that when a conventional retaining wall deep foundation is excavated on a large scale, the energy consumption is high, the engineering cost is high and the environment is influenced are effectively solved.
Power station tail water channel retaining wall used on medium-thickness sand gravel foundation and construction method of power station tail water channel retaining wall
MA SHAOBO (Autor:in) / WANG LICHENG (Autor:in) / WANG PEIJUE (Autor:in) / CHEN YANHUI (Autor:in) / WANG XIAOHUI (Autor:in) / ZHANG SHUPENG (Autor:in) / LI YA (Autor:in) / ZHANG XIAO (Autor:in) / ZHAO LIN (Autor:in) / SUN XIAOHU (Autor:in)
11.11.2015
Patent
Elektronische Ressource
Englisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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