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高鐵跨高速公路48808048連續(xù)箱梁懸臂現(xiàn)澆工程施工設(shè)計(jì)方案(完整版)

  

【正文】 ...............................................................................54 施工方法 ..............................................................................................................................55 邊跨現(xiàn)澆 段施工作業(yè)組織(224墩) ......................................................................55 邊跨現(xiàn)澆 段施工作業(yè)組織(228墩) ......................................................................58 箱梁合 龍 段施工 ........................................................................................................................59 箱梁 懸臂施工 線(xiàn)型控制 ..........................................................................................................62 概述 .......................................................................................................................................62xx 客運(yùn)專(zhuān)線(xiàn) xx 標(biāo)段 xxx 橋跨 xx 高速連續(xù)梁施工方案xx客運(yùn)專(zhuān)線(xiàn)工程指揮部 xx項(xiàng)目部 第 3 頁(yè) 共 103 頁(yè) 懸臂箱梁的施工 撓度控制 ..............................................................................................62 客 運(yùn)專(zhuān)線(xiàn)連續(xù) 梁橋面附屬設(shè)施及預(yù)埋件 ..........................................................................67八、安全保證體系及措施 ..................................................................................................................68 安全保 證 體系 .............................................................................................................................68 崗 位安全 “卡死”制度 ...............................................................................................................68 機(jī) 動(dòng)車(chē)駕駛員崗 位安全卡死制度 ........................................................................................69 安全生 產(chǎn) 大檢查制度 ...............................................................................................................69 包保 責(zé)任制度 .............................................................................................................................69 事故 報(bào)告及分析制度 ...............................................................................................................69 高空作 業(yè) 安全技術(shù)措施 ..........................................................................................................70 施工用 電 安全技術(shù)措施 ..........................................................................................................70 混凝土施工中的安全措施 ......................................................................................................71 預(yù)應(yīng)力作業(yè)安全措施 ............................................................................................................72九、質(zhì)量保證體系及措施 ..................................................................................................................73 質(zhì) 量保證 體系 .............................................................................................................................73 質(zhì) 量保證 措施 .............................................................................................................................74十、文明施工、工期保證措施 ........................................................................................................79 文明施工保證措施 .................................................................................................................79 工期保證措施 ..........................................................................................................................80十一、雨季施工保證措施 ..................................................................................................................82十二、冬期施工方案 ...........................................................................................................................83 冬期施工質(zhì)量保證措施 ........................................................................................................83 混凝土冬期施工的質(zhì)量檢查 ...............................................................................................85十三、安全保通方案 ...........................................................................................................................85 編制依據(jù)及原則 ......................................................................................................................85 編制范圍 ...................................................................................................................................86 工程概況 ...................................................................................................................................86 防護(hù)時(shí)間 ...................................................................................................................................86 防護(hù)總體方案 ..........................................................................................................................86十四、結(jié)構(gòu)檢算 ....................................................................................................................................89xx 客運(yùn)專(zhuān)線(xiàn) xx 標(biāo)段 xxx 橋跨 xx 高速連續(xù)梁施工方案xx客運(yùn)專(zhuān)線(xiàn)工程指揮部 xx項(xiàng)目部 第 4 頁(yè) 共 103 頁(yè) 主墩 0塊支架檢算 ...............................................................................................................89 設(shè)計(jì)說(shuō) 明 ...........................................................................................................................89 計(jì)算參 考值 .......................................................................................................................89 底板下方木 驗(yàn)算 ..............................................................................................................90 方木下方木排架 驗(yàn) 算 .....................................................................................................92 排架下 22a 工字鋼檢算 ...............................................................................................94 工字鋼 下貝雷梁檢 算 .....................................................................................................96 貝雷梁下 2I40a 分配梁 檢算 ......................................................................................97 40a 分配梁下鋼管支墩 檢算 .......................................................................................99 邊跨直線(xiàn)段支架檢算(22
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