復合土工膜上端錨固長度17cm-北京中瑞環?？萍脊こ坦?/title> <meta name="description" content="總結了土壩壩體的加固方案，一般為防滲加固，包括土壩加高加厚、鋪設土工膜、灌漿等。，但常用的方案有:高壓噴射灌漿、劈裂灌漿、混凝土防滲墻、M7.5砌體面層砌塊等。復合土工膜上端錨固。復合土工膜上端錨固長度為17厘米，5毫米×50毫米氯丁橡膠條墊片錨固在混凝土齒墻基礎的錨固部位，然后用5毫米×4毫米氯丁橡膠條和0.75毫米厚的鋼帶壓制，將復合土工膜以15厘米的釘距錨固在混凝土齒墻基礎上?；炷梁穸葹?0厘米。 " /> <meta name="applicable-device" content="pc,mobile"> <meta name="viewport" content="width=device-width, initial-scale=1.0"> <meta http-equiv="Cache-Control" content="no-transform" /> <meta http-equiv="Cache-Control" content="no-siteapp" /> <link rel="shortcut icon" href="tpl/images/favicon.ico" type="image/x-icon" /> <link rel="stylesheet" type="text/css" href="tpl/css/main.css" /> <link rel="stylesheet" type="text/css" href="tpl/css/style.css" /> <script type="text/javascript" src="tpl/js/comm.js"></script> <script type="text/javascript" src="tpl/js/jquery-1.8.3.min.js"></script>  <meta http-equiv="Cache-Control" content="no-transform" /> <meta http-equiv="Cache-Control" content="no-siteapp" /> </head> <body> 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class="thecontent"><p> 總結了土壩壩體的加固方案，一般為防滲加固，包括土壩加高加厚、鋪設土工膜、灌漿等。，但常用的方案有:高壓噴射灌漿、劈裂灌漿、混凝土防滲墻、M7.5砌體面層砌塊等。復合土工膜上端錨固。復合土工膜上端錨固長度為17厘米，5毫米×50毫米氯丁橡膠條墊片錨固在混凝土齒墻基礎的錨固部位，然后用5毫米×4毫米氯丁橡膠條和0.75毫米厚的鋼帶壓制，將復合土工膜以15厘米的釘距錨固在混凝土齒墻基礎上?；炷梁穸葹?0厘米。 </p> <p align="center"> </p> <p align="center"> <img onload="resize(this,700)" alt="復合土工膜上端錨固長度17cm" src="/upload/image/20200708/20200708165841_62814.jpg" /> </p> <p> </p> <p> 復合土工膜下端錨固。復合土工膜的下端錨固在混凝土防滲墻的頂部和外側，用于路堤基礎的垂直防滲。鋪設復合土工膜時，將復合土工膜的下端錨固在垂直面上。錨固方法與上端相同。在復合土工膜頂部鋪設保護層，均勻鋪設20厘米厚的碎石墊層，拍平后鋪設12厘米厚的混凝土預制板。壩坡土工膜沿垂直于壩軸線的方向從壩頂向坡腳緩慢碾壓鋪設；斜坡腳下的平臺被卷起并平行于壩軸線水平放置。展開后，手動展平并對齊。邊坡復合土工膜和坡腳平臺復合土工膜位于護坡齒墻上方。鋪設時，松緊適度，邊緣約為1.5%，避免應力集中，有利于拼接。鋪設要求復合土工膜和粗砂墊層應一致、光滑，無凸起褶皺；坡面過渡時，應在現場進行實際放樣和切割。當復合土工膜被覆蓋時，上層鋪設碎石屑保護層，以防風、防風，保護復合土工膜不受損壞。為防止人工損壞復合土工膜，嚴禁人員穿硬底鞋或釘鞋，在復合土工膜上扔雜物。 </p></div> <script> window._bd_share_config = { common : { bdText : '<p> 總結了土壩壩體的加固方案，一般為防滲加固，包括土壩加高加厚、鋪設土工膜、灌漿等。，但常用的方案有:高壓噴射灌漿、劈裂灌漿、混凝土防滲墻、M7.5砌體面層砌塊等。復合土工膜上端錨固。復合土工膜上端錨固長度為17厘米，5毫米×50毫米氯丁橡膠條墊片錨固在混凝土齒墻基礎的錨固部位，然后用5毫米×4毫米氯丁橡膠條和0.75毫米厚的鋼帶壓制，將復合土工膜以15厘米的釘距錨固在混凝土齒墻基礎上?；炷梁穸葹?0厘米。 </p> <p align="center"> </p> <p align="center"> <img onload="resize(this,700)" alt="復合土工膜上端錨固長度17cm" src="/upload/image/20200708/20200708165841_62814.jpg" /> </p> <p> </p> <p> 復合土工膜下端錨固。復合土工膜的下端錨固在混凝土防滲墻的頂部和外側，用于路堤基礎的垂直防滲。鋪設復合土工膜時，將復合土工膜的下端錨固在垂直面上。錨固方法與上端相同。在復合土工膜頂部鋪設保護層，均勻鋪設20厘米厚的碎石墊層，拍平后鋪設12厘米厚的混凝土預制板。壩坡土工膜沿垂直于壩軸線的方向從壩頂向坡腳緩慢碾壓鋪設；斜坡腳下的平臺被卷起并平行于壩軸線水平放置。展開后，手動展平并對齊。邊坡復合土工膜和坡腳平臺復合土工膜位于護坡齒墻上方。鋪設時，松緊適度，邊緣約為1.5%，避免應力集中，有利于拼接。鋪設要求復合土工膜和粗砂墊層應一致、光滑，無凸起褶皺；坡面過渡時，應在現場進行實際放樣和切割。當復合土工膜被覆蓋時，上層鋪設碎石屑保護層，以防風、防風，保護復合土工膜不受損壞。為防止人工損壞復合土工膜，嚴禁人員穿硬底鞋或釘鞋，在復合土工膜上扔雜物。 </p>', bdDesc : '<p>...', bdUrl : 'http://www.dingyajx.com/news_show.php?theid=1278', bdPic : '' }, share : [{ "bdSize" : 16 }] } 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