導(dǎo)地線液壓連接工藝施工措施

1、目錄前言.....................................................................................................11.工程概況：............................................................................................22.工程材料技術(shù)參數(shù)....

2、............................................................................23.液壓施工工藝流程圖............................................................................34.液壓操作規(guī)定...............................................

3、.........................................35.液壓前的操作規(guī)定................................................................................56.穿管的要求................................................................................

4、............57.液壓操作（一般規(guī)定）......................................................................108.操作工藝..............................................................................................119.質(zhì)量檢查...............

5、...............................................................................1410.安全保證要求....................................................................................151.工程概況：工程概況：銀川東沙湖750kV線路工程（銀川東干溝），起于銀川東750kV

6、變電站，止于干溝轉(zhuǎn)角塔(與福建院銜接)，途徑寧夏回族自治區(qū)靈武市、銀川市。路徑長(zhǎng)度249.315km(雙回路長(zhǎng)度239.529km，單回路長(zhǎng)度1.935km2.030km，2.632km2.711km，5.161km5.184km)，直線距離38.2km曲折系數(shù)1.29。本標(biāo)段使用桿塔137基（包括與福建院交界塔）。其中單回路塔43基，單回路直線塔26基，單回路耐張塔17基；雙回路塔94基，雙回路直線塔69基，雙回路耐張塔25基。2.工