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Anti-seepage dam, construction method and anti-seepage method
The invention discloses an anti-seepage dam, a construction method and an anti-seepage method, the anti-seepage dam comprises a first dam body, the first dam body is provided with a first hanging lug and a second hanging lug, the first hanging lug is located at one end of the first dam body, and the second hanging lug is located at the middle section of the first dam body; the second dam body is provided with a third hanging lug and a fourth hanging lug, the third hanging lug is located at one end of the second dam body, and the fourth hanging lug is located in the middle section of the second dam body; a cavity is formed between the second dam body and the first dam body; the loam is tightly pressed, and the cavity is filled with the loam; the sealing plate is positioned between the first dam body and the second dam body; the anti-seepage capability of the dam body is improved.
本发明公开了一种防渗水坝、施工方法及防渗方法,包括第一坝体,第一坝体设有第一挂耳和第二挂耳,所述第一挂耳位于所述第一坝体的一端,所述第二挂耳位于所述第一坝体的中段;第二坝体,第二坝体设有第三挂耳和第四挂耳,所述第三挂耳位于所述第二坝体的一端,所述第四挂耳位于所述第二坝体的中段;所述第二坝体与所述第一坝体之间形成腔洞;壤土,所述壤土压紧、填充满腔洞;密封板,所述密封板位于所述第一坝体与所述第二坝体之间;本发明提高了坝体的防渗水能力。
Anti-seepage dam, construction method and anti-seepage method
The invention discloses an anti-seepage dam, a construction method and an anti-seepage method, the anti-seepage dam comprises a first dam body, the first dam body is provided with a first hanging lug and a second hanging lug, the first hanging lug is located at one end of the first dam body, and the second hanging lug is located at the middle section of the first dam body; the second dam body is provided with a third hanging lug and a fourth hanging lug, the third hanging lug is located at one end of the second dam body, and the fourth hanging lug is located in the middle section of the second dam body; a cavity is formed between the second dam body and the first dam body; the loam is tightly pressed, and the cavity is filled with the loam; the sealing plate is positioned between the first dam body and the second dam body; the anti-seepage capability of the dam body is improved.
本发明公开了一种防渗水坝、施工方法及防渗方法,包括第一坝体,第一坝体设有第一挂耳和第二挂耳,所述第一挂耳位于所述第一坝体的一端,所述第二挂耳位于所述第一坝体的中段;第二坝体,第二坝体设有第三挂耳和第四挂耳,所述第三挂耳位于所述第二坝体的一端,所述第四挂耳位于所述第二坝体的中段;所述第二坝体与所述第一坝体之间形成腔洞;壤土,所述壤土压紧、填充满腔洞;密封板,所述密封板位于所述第一坝体与所述第二坝体之间;本发明提高了坝体的防渗水能力。
Anti-seepage dam, construction method and anti-seepage method
一种防渗水坝、施工方法及防渗方法
LIU YONGJIN (author) / JIA HONGTAO (author) / LI HONG (author) / LI GANG (author) / XU ZIFEI (author) / ZHANG XUEFENG (author)
2023-09-12
Patent
Electronic Resource
Chinese
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