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Reservoir composite geotechnical dam body anti-seepage structure and construction method thereof
The invention discloses a reservoir composite geotechnical dam body anti-seepage structure and a construction method thereof.The reservoir composite geotechnical dam body anti-seepage structure comprises a dam body mechanism, a force eliminating mechanism arranged on the left side of the dam body mechanism and an anti-impact mechanism arranged on the surface of the dam body mechanism, and the anti-impact mechanism comprises a protective reinforced cement layer; a clay layer is fixedly connected to the surface of the protective reinforced cement layer, a concrete layer is fixedly connected to the surface of the clay layer, and pouring pipes are arranged on the two sides of the top of the concrete layer. By arranging the impact-resistant mechanism, the dam body mechanism can be protected, water impact is blocked through the concrete layer, then water is conveyed through the water conveying mechanism, the situation that water flows out of the top of the dam body mechanism to form flood is avoided, the slope surface is not damaged by the impact force of water when a user uses the dam body, the strength of the dam body can be improved, and the service life of the dam body is prolonged. Therefore, the normal use of a user is ensured.
本发明公开了一种水库复合土工坝坝体防渗漏结构及其施工方法，包括：坝体机构，消力机构，所述消力机构设置在坝体机构的左侧，抗冲击机构，所述抗冲击机构设置在坝体机构的表面，所述抗冲击机构包括保护钢筋水泥层，所述保护钢筋水泥层的表面固定连接有黏土层，所述黏土层的表面固定连接有混凝土层，所述混凝土层顶部的两侧均设置有灌注管。本发明通过设置抗冲击机构，可以对坝体机构进行保护，通过过混凝土层对水的冲击进行阻挡，再通过传水机构对水进行传输，避免水从坝体机构的顶部流出形成洪涝，使用者在使用时坡面不会被水的冲击力损毁，可以提升坝体强度，从而保证使用者的正常使用。
Reservoir composite geotechnical dam body anti-seepage structure and construction method thereof
The invention discloses a reservoir composite geotechnical dam body anti-seepage structure and a construction method thereof.The reservoir composite geotechnical dam body anti-seepage structure comprises a dam body mechanism, a force eliminating mechanism arranged on the left side of the dam body mechanism and an anti-impact mechanism arranged on the surface of the dam body mechanism, and the anti-impact mechanism comprises a protective reinforced cement layer; a clay layer is fixedly connected to the surface of the protective reinforced cement layer, a concrete layer is fixedly connected to the surface of the clay layer, and pouring pipes are arranged on the two sides of the top of the concrete layer. By arranging the impact-resistant mechanism, the dam body mechanism can be protected, water impact is blocked through the concrete layer, then water is conveyed through the water conveying mechanism, the situation that water flows out of the top of the dam body mechanism to form flood is avoided, the slope surface is not damaged by the impact force of water when a user uses the dam body, the strength of the dam body can be improved, and the service life of the dam body is prolonged. Therefore, the normal use of a user is ensured.
本发明公开了一种水库复合土工坝坝体防渗漏结构及其施工方法，包括：坝体机构，消力机构，所述消力机构设置在坝体机构的左侧，抗冲击机构，所述抗冲击机构设置在坝体机构的表面，所述抗冲击机构包括保护钢筋水泥层，所述保护钢筋水泥层的表面固定连接有黏土层，所述黏土层的表面固定连接有混凝土层，所述混凝土层顶部的两侧均设置有灌注管。本发明通过设置抗冲击机构，可以对坝体机构进行保护，通过过混凝土层对水的冲击进行阻挡，再通过传水机构对水进行传输，避免水从坝体机构的顶部流出形成洪涝，使用者在使用时坡面不会被水的冲击力损毁，可以提升坝体强度，从而保证使用者的正常使用。
Reservoir composite geotechnical dam body anti-seepage structure and construction method thereof
一种水库复合土工坝坝体防渗漏结构及其施工方法
TAN ZHUOQIANG (author) / ZHAO XIAOBING (author) / TANG PEIYONG (author)
2024-08-09
Patent
Electronic Resource
Chinese
Reservoir composite geotechnical dam body anti-seepage structure and construction method thereof
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