【正文】 ............................................................. 32 地質(zhì)條件 ...................................................................................................... 32 線路方案比選 ........................................................................................................ 32 方案比選的要點(diǎn) .......................................................................................... 32 方案比較及確定最佳方案 .......................................................................... 33 第三章 結(jié)構(gòu)計(jì)算 ...................................................................................... 36 基本資料 ................................................................................................................ 36 荷載確定 ................................................................................................................ 36 襯砌幾何要素 ........................................................................................................ 37 計(jì)算位移 ................................................................................................................ 39 解力法方程 ............................................................................................................ 47 計(jì)算主動(dòng)荷載和被動(dòng)荷載（ 1h?? ）分別產(chǎn)生的襯砌內(nèi)力 ............................. 48 最大抗力值的求解 ............................................................................................... 49 計(jì)算襯砌總內(nèi)力 .................................................................................................... 50 襯砌截面強(qiáng)度檢算 ................................................................................................ 51 內(nèi)力圖 .................................................................................................................. 52 第四章 隧道通風(fēng)計(jì)算 .............................................................................. 53 隧道需風(fēng)量計(jì)算 .................................................................................................... 53 單向交通隧道射流風(fēng)機(jī)縱向通風(fēng)計(jì)算 ................................................................ 58 第五章 照明計(jì)算 ...................................................................................... 61 基本資料 ................................................................................................................ 61 接近段 .................................................................................................................... 61 基本照明計(jì)算 ........................................................................................................ 61 加強(qiáng)照明 計(jì)算 ........................................................................................................ 62 結(jié)論 ........................................................................................................................ 64 調(diào)光 ........................................................................................................................ 64 第六章 施工組織設(shè)計(jì) ................................................................................ 66 東牧護(hù)高速公路隧道綜合設(shè)計(jì) 12 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 裝 ┊ ┊ ┊ ┊ ┊ 訂 ┊ ┊ ┊ ┊ ┊ 線 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 概述 ........................................................................................................................ 66 工程內(nèi)容 ...................................................................................................... 66 施工安排 ...................................................................................................... 66 施工順序 ...................................................................................................... 66 施工方法及工藝 .................................................................................................... 66 工程特點(diǎn)及主要技術(shù)措施 .......................................................................... 66 進(jìn)洞施工方法 .............................................................................................. 67 明洞施工 ...................................................................................................... 67 主要工序的施工 ........................................................................................... 70 施工通風(fēng) ...................................................................................................... 75 施工用風(fēng)、水、電 ...................................................................................... 76 環(huán)境保護(hù) ................................................................................................................ 76 致 謝 ........................................................................................................... 78 參考文獻(xiàn) ...................................................................................................... 79 附件 英文文獻(xiàn)翻譯 .................................................................................. 80 CAD 圖 ....................................................................................................... 91 東牧護(hù)高速公路隧道綜合設(shè)計(jì) 13 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 裝 ┊ ┊ ┊ ┊ ┊ 訂 ┊ ┊ ┊ ┊ ┊ 線 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 第 一 章 設(shè)計(jì)總說(shuō)明 隧道設(shè)計(jì)概況 東牧護(hù) 高速公 路隧道位于陜西省 商洛市 ，是本段高速公路修建中的控制性工程。 transition section Ⅱ need 150W HPS arranged 21 group (spacing , arranged 111m)。. Tunnel waterproofing and drainage:Tunneling waterproof and drainage follows the principle of “preventing, displacing, disconnecting, plugging, adjusting measures to local conditions, taking prehensive management” to reach the purposes of “water plugging effective, waterproof and drainage unblocked reliability, reasonable economy”.； Adhere to the structure from waterbased, waterproof outer layer plus auxiliary principle supplemented。 隧道施工 組織設(shè)計(jì) ： 東牧護(hù) 施工過(guò)程中合理的場(chǎng)地布設(shè)會(huì)從很大程度上方便隧道施工，縮短工期，保護(hù)施工設(shè)備和施工場(chǎng)