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路基預(yù)應(yīng)力錨索施工方案-展示頁(yè)

2024-11-20 23:43本頁(yè)面
  

【正文】 ......................................................................................................... 3 水文地質(zhì) ...................................................................................................................... 3 路基概況 ...................................................................................................................... 3 預(yù)應(yīng)力錨索的工程量 .................................................................................................... 4 二、施工技術(shù)準(zhǔn)備 .................................................................................................................... 4 內(nèi)業(yè)技術(shù)準(zhǔn)備 .............................................................................................................. 4 外業(yè)技術(shù)準(zhǔn)備 .............................................................................................................. 4 三、施工技術(shù)方案、工藝方法 ................................................................................................... 5 總體施工方案 ............................................................................................................... 5 主要工序施工工藝、方法 ............................................................................................. 5 四、質(zhì)量檢驗(yàn)標(biāo)準(zhǔn) ...................................................................................................................13 砌石工程 .....................................................................................................................13 預(yù)應(yīng)力錨索 .................................................................................................................13 五、工期保證措施 ...................................................................................................................14 組織機(jī)構(gòu)保證 .............................................................................................................14 機(jī)械設(shè)備投入 .............................................................................................................15 材料供應(yīng) ....................................................................................................................15 施工管理 ....................................................................................................................15 六、質(zhì)量保證措施 ...................................................................................................................16 質(zhì)量目標(biāo) .....................................................................................................................16 質(zhì)量保證措施 ..............................................................................................................16 七、施工安全措施 ...................................................................................................................18 安全目標(biāo) .....................................................................................................................18 安全保證措施 ..............................................................................................................18 安全生產(chǎn)紀(jì)律 ............................................................................................................20 ......................................................................................................20 八、施工環(huán)境保護(hù)措施和方案 ..................................................................................................21 九、文明施工措施 ...................................................................................................................22 ......................................................................................................22 .............................................................................................................22 機(jī)械配備 ..........................................................................................................................23 3 邊坡防護(hù)工程施工方案 一、工程概況 剝蝕丘陵區(qū) ,地勢(shì)起伏 較大,植被極其發(fā)育,坡度約 30176。~ 40176。 施工里程范圍: DK199+~ DK199+,全長(zhǎng) ,前接秦峰大橋,后接琴蜂村大橋。錨孔直徑為 130。錨索孔深均為 ,錨
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