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The invention discloses a gravel pile foundation stilling pool on a deep covering layer. The gravel pile foundation stilling pool comprises the covering layer, a bedrock layer, a bottom plate and a side wall, the bottom plate comprises two side bottom plates and a plurality of middle bottom plates, the middle bottom plates are arranged between the two side bottom plates, the bottom of the side wall is connected with the upper surfaces of the side bottom plates, transverse joints are arranged between the middle-section bottom plates and the side bottom plates, transverse joints are also arranged between every two adjacent middle-section bottom plates, a concrete cushion layer is arranged on the lower surface of each bottom plate, vertical drainage channels are formed in the bottom plates and are embedded into the concrete cushion layers, gravel piles are arranged on the lower surfaces of the concrete cushion layers and penetrate through the covering layer, and the pile bottoms of the gravel piles are embedded into the bedrock layer, meanwhile, the invention further discloses a construction method of the gravel pile foundation stilling pool on the deep covering layer. On the premise of reducing excavation of the covering layer foundation of the stilling pool and the engineering amount of structural concrete, the bearing capacity of the covering layer foundation is improved, the structural stability and safety of the stilling pool can be guaranteed, and the engineering amount and the engineering investment are saved.
本发明公开了一种深厚覆盖层上的碎石桩基础消力池,包括覆盖层、基岩层、底板和边墙,所述底板包括两块侧部底板和多块中段底板,多块中段底板置于两块侧部底板之间,边墙的底部与侧部底板的上表面连接,中段底板与侧部底板之间设置有横缝,相邻两块中段底板之间也设置有横缝,底板的下表面设置有混凝土垫层,底板上设置竖向排水通道没入混凝土垫层,混凝土垫层的下表面设置有碎石桩,碎石桩贯穿覆盖层,碎石桩的桩底没入基岩层,同时还公开了一种深厚覆盖层上的碎石桩基础消力池的施工方法。本发明在减少消力池覆盖层基础开挖及结构混凝土工程量的前提下,提高覆盖层基础承载能力,可以保证消力池结构稳定及安全,节省工程量及工程投资。
The invention discloses a gravel pile foundation stilling pool on a deep covering layer. The gravel pile foundation stilling pool comprises the covering layer, a bedrock layer, a bottom plate and a side wall, the bottom plate comprises two side bottom plates and a plurality of middle bottom plates, the middle bottom plates are arranged between the two side bottom plates, the bottom of the side wall is connected with the upper surfaces of the side bottom plates, transverse joints are arranged between the middle-section bottom plates and the side bottom plates, transverse joints are also arranged between every two adjacent middle-section bottom plates, a concrete cushion layer is arranged on the lower surface of each bottom plate, vertical drainage channels are formed in the bottom plates and are embedded into the concrete cushion layers, gravel piles are arranged on the lower surfaces of the concrete cushion layers and penetrate through the covering layer, and the pile bottoms of the gravel piles are embedded into the bedrock layer, meanwhile, the invention further discloses a construction method of the gravel pile foundation stilling pool on the deep covering layer. On the premise of reducing excavation of the covering layer foundation of the stilling pool and the engineering amount of structural concrete, the bearing capacity of the covering layer foundation is improved, the structural stability and safety of the stilling pool can be guaranteed, and the engineering amount and the engineering investment are saved.
本发明公开了一种深厚覆盖层上的碎石桩基础消力池,包括覆盖层、基岩层、底板和边墙,所述底板包括两块侧部底板和多块中段底板,多块中段底板置于两块侧部底板之间,边墙的底部与侧部底板的上表面连接,中段底板与侧部底板之间设置有横缝,相邻两块中段底板之间也设置有横缝,底板的下表面设置有混凝土垫层,底板上设置竖向排水通道没入混凝土垫层,混凝土垫层的下表面设置有碎石桩,碎石桩贯穿覆盖层,碎石桩的桩底没入基岩层,同时还公开了一种深厚覆盖层上的碎石桩基础消力池的施工方法。本发明在减少消力池覆盖层基础开挖及结构混凝土工程量的前提下,提高覆盖层基础承载能力,可以保证消力池结构稳定及安全,节省工程量及工程投资。
Gravel pile foundation stilling pool on deep covering layer and construction method
一种深厚覆盖层上的碎石桩基础消力池及施工方法
WANG RUI (author)
2022-02-18
Patent
Electronic Resource
Chinese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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