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7、黃韓侯鐵路 K177+986.7（1-4m）鋼筋混凝土框架涵架空頂進施工方案編制：__________ 審核：__________批準：__________中鐵電氣化局集團西安鐵路工程有限公司黃韓侯鐵路（陜西段）工程項目部2011 年 1 月 1 日 K177+986.7 1-4.0m 箱形涵架空頂進方案1目 錄1.編制依據(jù) .12.工程概況 .13.施工組織機構 .14.施工方案及方法 .24.1 施工工藝流程圖見附圖 .24.2 施工準備。

8、0 -K525+407.6 1 孔(6.5+16+6.5)m 鋼筋混凝土剛構橋(北京路立交橋)施工方案編制：審核：審批：中鐵二十一局集團有限公司銀吳項目經理部二 0 一六年十一月- 0 -1、編制說明 .- 1 -1.1 編制范圍 .- 1 -1.2 編制依據(jù) .- 1 -1.3 編制原則 .- 1 -1.4 編制目的 .- 2 -2、工程概況 .- 2。

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