【正文】 ........................22 穩(wěn)定性分析 ..................................................................................................23 剖面 44 ...................................................................................................................23 設(shè)計(jì)計(jì)算 ......................................................................................................23 穩(wěn)定性分析 ..................................................................................................29 剖面 55 ...................................................................................................................31 設(shè)計(jì)計(jì)算 ......................................................................................................31 穩(wěn)定性分析 ..................................................................................................43 第二篇 施工組織設(shè)計(jì) ...................................................................................................51 第 1 章 施工組織設(shè)計(jì)依據(jù) ..........................................................................................51 工程概況 ..................................................................................................................51 施工技術(shù)規(guī)范規(guī)程 .................................................................................................51 第 2 章 施工技術(shù) ..................................................................................................................53 施工準(zhǔn)備及場(chǎng)地平面布置 .....................................................................................53 支護(hù)結(jié)構(gòu)施工技術(shù)工藝流程及說明 ....................................................................53 人工挖孔樁 .................................................................................................. 53 錨索成孔及注漿、施加預(yù)應(yīng)力 ................................................................ 57 鋼筋錨桿 ......................................................................................................60 鋼筋混凝土施工 ............................................................................................62 第 3 章 施工質(zhì)量控制及其標(biāo)準(zhǔn) .........................................................................................70 質(zhì)量管理 ..................................................................................................................72 施工準(zhǔn)備階段的質(zhì)量管理 .........................................................................72 施工階段的質(zhì)量管理 .................................................................................72 質(zhì)量保證體系 ..........................................................................................................72 質(zhì)量評(píng)定標(biāo)準(zhǔn) ..........................................................................................................73 質(zhì)量保證措施 ..........................................................................................................74 測(cè)量工作的質(zhì)量保證措施 .........................................................................74 錨 索 的質(zhì)量保證措施及檢驗(yàn) .....................................................................74 模板及支架質(zhì)量保證 .................................................................................74 鋼筋質(zhì)量保證措施 ......................................................................................75 混凝土的質(zhì)量保證措施 .............................................................................75 第 4 章 基坑監(jiān)測(cè)與信息化施工 ................................................................................77 檢測(cè)項(xiàng)目檢測(cè)方法精度要求及測(cè)點(diǎn)布置 ...........................................................77 湖南工業(yè) 大學(xué) 2020 本科生畢業(yè)論文（設(shè)計(jì)） VI 監(jiān)測(cè)項(xiàng)目的警戒值及應(yīng)急措施 ............................................................................77 警戒值確定的原則 ......................................................................................77 警戒值 ...........................................................................................................77 應(yīng)急措施 ......................................................................................................78 觀測(cè)時(shí)間與周期 ......................................................................................................78 第 5 章 計(jì)劃工期與施工進(jìn)度控制 .....................................................................................79 施工工期保證措施 .................................................................................................79 施工用水用電 ..........................................................................................................79 施工進(jìn)度計(jì)劃 .......................................................................... 錯(cuò)誤 !未定義書簽。 關(guān)鍵詞 ：基坑支護(hù)；樁錨支護(hù)；施工 方案 ；預(yù)算 湖南工業(yè) 大學(xué) 2020 本科生畢業(yè)論文（設(shè)計(jì)） III ABSTRACT Design of Deep Excavation Engineering for City South Building 1 in ** The City South Building 1 that at the below of a retaining wall will be under construction in ** of ** province, this article mainly argues for program selection, design calculations and construction anization design of the P it West and the south side of the proposed construction field exists one 7 shaped stone retaining wall slope,The length of slope about 100m, height between 6 7m, the depth of the design excavation pit will affect the stabilization of the bulkhead and the side ,according to the location engineering geology condition, the author will use three kinds of plans,the soil nailed retaining structure, Pileanchor Structure and Shotcretebolt Net make the bulkhead and the side slope security,economical, reasonable,P ile anchor Structure and Shotcretebolt Net Supporting will be finally used. The article has designded the two plans particularly, and designded a whole set of plan of construction, including the craft of construction, the support monitoring as well as the mana gement of construction. At the end, the author has made the project budget finally, and then has pleted the requirement of project design. Key words: deep excavation。擬建建筑場(chǎng)地