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當壩頂沒有設置波浪墻時，為了保證土工膜頂部錨固的堅固性，將其埋設在壩頂錨固槽內，一般采用“V”和“U”的形式。位于壩體上游的復合土工堤常受水壓和壩體沉降的影響。當應力和變形超過極限值時，土工路基將被撕裂，抗滲能力將大大降低。結合工程經驗，壩頂土工膜錨固形式對壩頂的應力和變形影響較大。在壩頂設置防滲斜墻時，可將防滲斜墻土工路堤層錨固在剛性波墻或壩底上，預留足夠的粘結長度。 </p> <p align="center"> <img onload="resize(this,700)" alt="土工膜錨固溝形式一般有V型和U型" src="/upload/image/20190329/20190329123507_31082.jpg" /> </p> <p> </p></div> <script> window._bd_share_config = { common : { bdText : '<p> 壩體防滲必須根據實際工程情況，結合地質水文條件確定合適的防滲方案，特別是土工膜頂錨固和粘結方式必須保證牢固，并能承受一定的應力和應變。鋪設土工膜,縫褶,折疊在20厘米~ 25厘米的寬度,位置如槽褶皺寬度不得小于50厘米,使整個土工膜在松散的狀態沿著壩軸采用防滲土工膜斜墻技術,防滲性能大大提高,經過近兩年的運行,滲流量仍遠低于標準的價值觀,防滲加固取得了良好的效果。 </p> <p> <br /> </p> <p> 土工膜剛性錨固形式分析 </p> <p> <br /> </p> <p> 當壩頂沒有設置波浪墻時，為了保證土工膜頂部錨固的堅固性，將其埋設在壩頂錨固槽內，一般采用“V”和“U”的形式。位于壩體上游的復合土工堤常受水壓和壩體沉降的影響。當應力和變形超過極限值時，土工路基將被撕裂，抗滲能力將大大降低。結合工程經驗，壩頂土工膜錨固形式對壩頂的應力和變形影響較大。在壩頂設置防滲斜墻時，可將防滲斜墻土工路堤層錨固在剛性波墻或壩底上，預留足夠的粘結長度。 </p> <p align="center"> <img onload="resize(this,700)" alt="土工膜錨固溝形式一般有V型和U型" src="/upload/image/20190329/20190329123507_31082.jpg" /> </p> <p> </p>', bdDesc : 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