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Concrete dam curtain grouting arrangement structure and construction method thereof
The invention discloses a concrete dam curtain grouting arrangement structure and a construction method thereof.The concrete dam curtain grouting arrangement structure comprises a dam body assembly, bed rock is fixedly connected to the bottom of the dam body assembly, curtain lines are arranged on the top of the dam body assembly, grouting holes are formed in the top of the dam body assembly, and a side plate assembly is fixedly connected to the right side of the dam body assembly; and a curtain assembly is arranged in the grouting hole. By arranging the metal fiber layer, the oxide particle layer and the inorganic fiber layer, the strength of the side plate assembly can be higher, the fracture phenomenon is avoided, the curtain grouting arrangement structure changes the traditional phenomena that the strength is too low and leakage is prone to occurring, multiple reinforcing structures are adopted for reinforcing treatment, the leakage phenomenon cannot occur, and the service life of the side plate assembly is prolonged. And the problem that the quality of the concrete dam cannot be guaranteed due to the fact that the strength of the concrete dam is too low, and leakage easily occurs due to the fact that the pressure is increased in the grouting process, so that the quality of the concrete dam cannot be guaranteed is solved.
本发明公开了一种混凝土坝帷幕灌浆布置结构及其施工方法,包括坝体组件,所述坝体组件的底部固定连接有基岩,所述坝体组件的顶部设置有帷幕线条,所述坝体组件的顶部开设有灌浆孔,所述坝体组件的右侧固定连接有侧板组件,所述灌浆孔的内部设置有帷幕组件。本发明设置金属纤维层、氧化物颗粒层和无机纤维层的设置,能够使侧板组件的强度更高,避免出现断裂的现象,帷幕灌浆布置结构改变了传统强度过低,容易泄露的现象,采用了多种加强结构进行加强处理,就不会出现泄漏的现象,也不会导致混凝土坝的质量得不到保障,解决了其强度过低,在灌浆时由于受到的压力增大,就很容易出现泄漏的现象,导致混凝土坝的质量得不到保障。
Concrete dam curtain grouting arrangement structure and construction method thereof
The invention discloses a concrete dam curtain grouting arrangement structure and a construction method thereof.The concrete dam curtain grouting arrangement structure comprises a dam body assembly, bed rock is fixedly connected to the bottom of the dam body assembly, curtain lines are arranged on the top of the dam body assembly, grouting holes are formed in the top of the dam body assembly, and a side plate assembly is fixedly connected to the right side of the dam body assembly; and a curtain assembly is arranged in the grouting hole. By arranging the metal fiber layer, the oxide particle layer and the inorganic fiber layer, the strength of the side plate assembly can be higher, the fracture phenomenon is avoided, the curtain grouting arrangement structure changes the traditional phenomena that the strength is too low and leakage is prone to occurring, multiple reinforcing structures are adopted for reinforcing treatment, the leakage phenomenon cannot occur, and the service life of the side plate assembly is prolonged. And the problem that the quality of the concrete dam cannot be guaranteed due to the fact that the strength of the concrete dam is too low, and leakage easily occurs due to the fact that the pressure is increased in the grouting process, so that the quality of the concrete dam cannot be guaranteed is solved.
本发明公开了一种混凝土坝帷幕灌浆布置结构及其施工方法,包括坝体组件,所述坝体组件的底部固定连接有基岩,所述坝体组件的顶部设置有帷幕线条,所述坝体组件的顶部开设有灌浆孔,所述坝体组件的右侧固定连接有侧板组件,所述灌浆孔的内部设置有帷幕组件。本发明设置金属纤维层、氧化物颗粒层和无机纤维层的设置,能够使侧板组件的强度更高,避免出现断裂的现象,帷幕灌浆布置结构改变了传统强度过低,容易泄露的现象,采用了多种加强结构进行加强处理,就不会出现泄漏的现象,也不会导致混凝土坝的质量得不到保障,解决了其强度过低,在灌浆时由于受到的压力增大,就很容易出现泄漏的现象,导致混凝土坝的质量得不到保障。
Concrete dam curtain grouting arrangement structure and construction method thereof
一种混凝土坝帷幕灌浆布置结构及其施工方法
OUYANG PEI (Autor:in) / WANG LINGQIONG (Autor:in) / CHEN DANQI (Autor:in)
06.08.2024
Patent
Elektronische Ressource
Chinesisch
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