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Longitudinal cofferdam structure
The invention belongs to the technical field of water conservancy and hydropower engineering, and particularly relates to a longitudinal cofferdam structure. The longitudinal cofferdam structure comprises a longitudinal cofferdam body of a concrete structure, a U-shaped groove is formed in the middle of the longitudinal cofferdam body in the length direction of the longitudinal cofferdam body, and a rock ballast backfilling structure is arranged in the U-shaped groove. The U-shaped groove is formed in the center of the longitudinal cofferdam body in the width direction. The width of the U-shaped groove is not larger than 50% of the width of the longitudinal cofferdam body. The depth of the U-shaped groove is not larger than 60% of the height of the longitudinal cofferdam body. The two side walls of the top of the U-shaped groove are connected through concrete precast beams which are transversely arranged, and the concrete precast beams are arranged at intervals in the length direction of the U-shaped groove. And the top of the U-shaped groove is sealed by a clay clamping geomembrane structure. The longitudinal cofferdam structure can be used for normal diversion of a conventional longitudinal cofferdam in the construction period, and can be reconstructed into a permanent flood discharge gate for flood discharge in the operation period; the required work amount is relatively small, and the construction period is also shortened.
本发明属于水利水电工程技术领域,具体涉及一种纵向围堰结构。该纵向围堰结构包括混凝土结构的纵向围堰本体,纵向围堰本体的中部沿其长度方向布置有U形槽,U形槽内设置有石渣回填结构。U形槽设于纵向围堰本体的宽度方向中心位置;U形槽的宽度不大于纵向围堰本体宽度的50%;U形槽的深度不大于纵向围堰本体高度的60%。U形槽顶部的两侧壁之间通过横向布置的混凝土预制梁相连接,混凝土预制梁沿着U形槽的长度方向间隔布置。U形槽的顶部通过粘土夹土工膜结构封闭。本发明中的纵向围堰结构在施工期可作为常规的纵向围堰正常导流,运行期可改建为永久泄洪闸泄洪;所需工程量相对较小,也缩短了施工工期。
Longitudinal cofferdam structure
The invention belongs to the technical field of water conservancy and hydropower engineering, and particularly relates to a longitudinal cofferdam structure. The longitudinal cofferdam structure comprises a longitudinal cofferdam body of a concrete structure, a U-shaped groove is formed in the middle of the longitudinal cofferdam body in the length direction of the longitudinal cofferdam body, and a rock ballast backfilling structure is arranged in the U-shaped groove. The U-shaped groove is formed in the center of the longitudinal cofferdam body in the width direction. The width of the U-shaped groove is not larger than 50% of the width of the longitudinal cofferdam body. The depth of the U-shaped groove is not larger than 60% of the height of the longitudinal cofferdam body. The two side walls of the top of the U-shaped groove are connected through concrete precast beams which are transversely arranged, and the concrete precast beams are arranged at intervals in the length direction of the U-shaped groove. And the top of the U-shaped groove is sealed by a clay clamping geomembrane structure. The longitudinal cofferdam structure can be used for normal diversion of a conventional longitudinal cofferdam in the construction period, and can be reconstructed into a permanent flood discharge gate for flood discharge in the operation period; the required work amount is relatively small, and the construction period is also shortened.
本发明属于水利水电工程技术领域,具体涉及一种纵向围堰结构。该纵向围堰结构包括混凝土结构的纵向围堰本体,纵向围堰本体的中部沿其长度方向布置有U形槽,U形槽内设置有石渣回填结构。U形槽设于纵向围堰本体的宽度方向中心位置;U形槽的宽度不大于纵向围堰本体宽度的50%;U形槽的深度不大于纵向围堰本体高度的60%。U形槽顶部的两侧壁之间通过横向布置的混凝土预制梁相连接,混凝土预制梁沿着U形槽的长度方向间隔布置。U形槽的顶部通过粘土夹土工膜结构封闭。本发明中的纵向围堰结构在施工期可作为常规的纵向围堰正常导流,运行期可改建为永久泄洪闸泄洪;所需工程量相对较小,也缩短了施工工期。
Longitudinal cofferdam structure
纵向围堰结构
LI JIANHUI (Autor:in) / SHI TAIJUN (Autor:in) / ZHANG DAN (Autor:in) / WANG FENG (Autor:in) / DOU XIANGXIAN (Autor:in)
04.04.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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