江西鐵路客運專線站前工程施工手冊

第第頁一、工程概況南昌至贛州鐵路客運專線站前工程CGZQ-2標，工程共包括拆遷及征地、路基、橋涵（含箱梁制、運、架工程）、無砟道床、其他運營生產(chǎn)設備及建筑物、大型臨時設施等相關內(nèi)容。本標段范圍內(nèi)Ⅲ型板運輸（不含裝車、含卸車）、鋪設、及其調(diào)試、精測網(wǎng)CPⅢ測設和精調(diào)。主要工程數(shù)量：橋梁29.349km/6座，占標段線路長度的87.37%，路基4.239km/6段，占標段線長度的12.63%。箱梁預制架設888孔（含昌九客專同步建設段29孔）；涵洞933.47延長米/29座；區(qū)間土石方78.0353萬方，地基加固旋噴樁64734m、CFG樁282704m、螺桿樁66445m、重型碾壓2095m2、堆載預壓193850㎡、拋填石3599m、墊層90038m、換填土46336m、綠色防護播草籽45.477萬平方米、噴播植草2236㎡、栽植灌木395.8千株、栽植喬木4.93千株、金屬防護網(wǎng)600㎡、土工合成材料48.7471萬平方米；鋪設無砟道床65.84km及其他運營生產(chǎn)設備等?？偣て冢?015年7月15日-2019年12月31日，工期53.5月。架梁工期：2016年05月01日-2017年06月30日；配合鋪軌工期：2018年9月10日-2018年09月25日；聯(lián)調(diào)聯(lián)試工期：2019年7月01日-2019年12月31日。二、主要技術標準⒈鐵路等級：客運專線。⒉正線數(shù)目：雙線。⒊設計速度：250km/h，基礎設施預留進一步提速條件。⒋正線線間距：5.0米。⒌最小曲線半徑：困難地段4000m，地形較好地段可適當放寬。⒍最大坡度：20‰。⒎到發(fā)線有效長度：650米。⒏列車運行控制方式：自動控制。⒐調(diào)度指揮方式：調(diào)度集中。三、施工組織機構及任務劃分項目經(jīng)理部設在DK51+000左側小港鎮(zhèn)附近，在集團公司授權范圍內(nèi)承擔施工管理工作和管理責任。項目部設項目經(jīng)理、常務經(jīng)理、專職副書記、主管各部副職、設置5部2室，即工程管理部、安質(zhì)環(huán)保部、物資機械部、財務部、工經(jīng)部、綜合辦公室及中心試驗室。項目經(jīng)理部下設6個分部，主要有3個線下綜合分部、1個豐城東梁場、1個三電遷改分部、1個材料廠；分部采用項目法組織施工，設經(jīng)理、副經(jīng)理、總工程師，分部管理層下設工程管理部、安質(zhì)環(huán)保部、物資機械部、財務部、工經(jīng)部、綜合辦公室及試驗分室。各分部根據(jù)施工生產(chǎn)需要，按專業(yè)分工組建適當數(shù)量架子隊負責現(xiàn)場施工。(見圖3-1）圖3-1組織管理機構框圖根據(jù)本標段施工范圍以及主要工作內(nèi)容、工程數(shù)量，按照“統(tǒng)籌規(guī)劃、均衡生產(chǎn)、平行施工、立體展開”的原則，本標段設置4個分部（場），各分部（場）組織平行或流水作業(yè)。各分部任務安排及布置見“表3-1各分部署及任務劃分表”。表3-1各分部部署及任務劃分表序號分部施工范圍施工內(nèi)容1一分部DK29+5200.405～DK42++421.3355跨滬昆鐵路特大橋橋,樟溪特大橋橋，贛撫運渠渠特大橋；管管段內(nèi)的路基基及其支擋、附附屬工程；管管段內(nèi)的框架架涵；施工范范圍內(nèi)無砟軌軌道施工。2二分部DK42+4211.355～DK52++506.992清豐山溪特大橋；；管段內(nèi)的路路基及其支擋擋、附屬工程程；管段內(nèi)的的框架涵；施施工范圍內(nèi)無無砟軌道施工工。3三分部DK52+5066.92～DK63++032.336小港特大橋，劍南南特大橋；管管段內(nèi)的路基基及其支擋、附附屬工程；管管段內(nèi)的框架架涵；4豐城東梁場DK510+0000預制架設888孔孔箱梁（含昌昌九客專同步步建設段29孔）5三電遷改分部DK29+5200.405～DK63++032.336負責本標段的三電電遷改工作6材料廠DK29+5200.405～DK63++032.336負責本標段的主要要材料的購置置工作四、主要階段工期節(jié)點工期安排見表4-1。表4-1主要節(jié)點工期安排表序號項目起始時間結束時間工期（月）1施工準備2015.7.1152015.9.3302.52三電遷改及改路、改改渠2015.10..12016.06..138.53路基軟基處理2015.10..12016.2.22754涵洞工程2015.12..12016.4.2284.95基床表層以下路基基2015.11..302016.5.33166路基堆載預壓2016.3.112017.12..30107路基基床表層2017.2.2282017.7.1184.78路基附屬及防護工工程2016.1.112016.12..31129小港特大橋下部結結構及連續(xù)梁梁2015.10..12016.4.330710其他橋梁下部結構構2015.10..12016.11..2313.711跨滬昆鐵路轉體連連續(xù)梁2015.12..302016.07..067.312箱梁預制2015.12..012017.04..2216.713箱梁架設2016.05..12017.06..301414無砟道床底座板施施工2017.09..212018.09..0911.715無砟道床軌道板鋪鋪設16鋪軌前準備2018.9.1102018.9.2250.517配合鋪軌18配合四電及站后工工程2018.9.2262019.6.330919聯(lián)調(diào)聯(lián)試及試運行行2019.7.112019.12..31620總工期2015.7.1152019.12..3153.5五、控制工程及重難點工程工程重點、難點及主要對策見表5.1－1。序號工程重、難點擬采取的措施和對對策1軟土地基及過渡段1.對重點地段進行地地質(zhì)核查。按按土工結構物物要求進行路路堤填筑。配配備重型振動動壓路機。2.過渡段嚴格按照工工藝流程組織織施工。3.對低矮路堤和路塹塹地基承載力力進行檢測。4.采用先進實用、配配套完善、匹匹配合理的機機械設備。5.嚴格按“三階段、四四區(qū)段、八流流程”工藝要求組組織機械化快快速施工，采采取三控指標標檢測壓實度度。6.特殊地段路基嚴格格按照設計標標準進行基底底處理，嚴格格按相關規(guī)定定進行路基填填筑。7.路基沉降按要求設設置沉降位移移觀測樁，并并報專項施工工方案。2深水基礎、連續(xù)梁梁施工難度大大1、按整體施工進度度投入足夠的的施工設備。2、組織專業(yè)具有高高墩及深水基基坑施工經(jīng)驗驗的專業(yè)隊伍伍進行施工。3、在施工前，對所所有施工人員員進行專業(yè)培培訓，提高施施工人員素質(zhì)質(zhì)和操作技能能。4、編制詳細的實施施性施工組織織和施工方案案，組建高墩墩施工QC活動小組，以以高效的管理理和高水平的的技術來保證證施工質(zhì)量和和施工安全。5、根據(jù)工程地質(zhì)、水水文地質(zhì)和氣氣候條件，利利用枯水季節(jié)節(jié)采用鉆孔作作業(yè)平臺和鋼鋼板樁圍堰、雙雙壁鋼圍堰等等輔助措施進進行水中基礎礎施工。6、連續(xù)梁線型控制制采用正裝結結構分析預測測，進行仿真真分析并與現(xiàn)現(xiàn)場實測值進進行比對，進進行誤差調(diào)整整；使用計算算機對未知量量進行預測，以以達到預控的的目的。7、現(xiàn)場設專職測量量和橋梁工程程師，對連續(xù)續(xù)梁施工的各各個階段進行行跟蹤觀測，并并通過數(shù)據(jù)分分析，及時采采取相應的調(diào)調(diào)整措施。3箱梁預制及架設1、橋梁預制在制梁梁場集中預制制，工廠化生生產(chǎn)，橋梁架架設采用大型型專用設備。2、建立一個精干、高高效的項目班班子，各項資資源投入及時時，并能滿足足施工的需要要。3、以配合鋪架施工工為控制工期期核心，按網(wǎng)網(wǎng)絡化管理進進行資源配置置，科學組織織施工，確保保按期完工。4橋梁跨既有公路、鐵鐵路施工是安安全控制重點點1.搭設防護棚進行施施工界面全封封閉或隔離施施工，交叉區(qū)區(qū)域公路兩側側設防撞墩，來來車方向前方方50m設限高架。2.橋梁跨公路處連續(xù)續(xù)梁采用懸臂臂澆筑法施工工，保證既有有公路暢通。3.在公路重點交通關關口設專職交交通安全協(xié)管管員。4.設置臨時交通標識識、臨時信號號；與公路、鐵鐵路管理部門門保持無障礙礙通訊聯(lián)系。5.施工前，對所有施施工人員進行行安全施工專專業(yè)培訓，提提高施工人員員素質(zhì)和操作作技能。既有有線施工人員員，必須經(jīng)路路局安全培訓訓后，才能持持證上崗。6.施工前編制臨近既既有線施工方方案，同時與與相關路局或或站段簽訂既既有線施工安安全協(xié)議，明明確簽訂雙方方的安全義務務和安全職責責，取得鐵路路既有線施工工許可證。7.將大型機械進行登登記跟蹤管理理，實行“一機一人一一防護”制。8.在既有線鐵路路基基路肩、坡腳腳或坡頂設置置沉降、位移移觀測樁。5橋梁結構主體工程程使用100年的要求1.橋梁結構所用工程程材料，必須須符合國家和和部頒的有關關標準和要求求。2.建立專業(yè)化生產(chǎn)的的混凝土攪拌拌站，分段統(tǒng)統(tǒng)一供應高性性能混凝土，橋橋梁、主體結結構全部使用用泵送工藝施施工。3.采取綜合措施，防防止砼結構表表面出現(xiàn)裂縫縫。4.盡量減少砼結構施施工縫，墩臺臺采取一次澆澆筑成型，提提高整體剛度度。5.選擇先進的砼拌制制工藝，確保?；炷寥肽Ｄ囟扰c環(huán)境境溫度符合相相關規(guī)范要求求。6.對于高墩、現(xiàn)澆梁梁梁體難以澆澆水養(yǎng)護的主主體結構采取取涂成膜型養(yǎng)養(yǎng)護劑養(yǎng)護。6沿線的環(huán)境保護、水水土保持工作作1.建立環(huán)境保護體系系，強化施工工環(huán)保管理，避避免污染環(huán)境境。2.實行環(huán)保工作責任任制。3.加強環(huán)保、水保工工作宣傳，提提高環(huán)保意識識。4.建立完善的環(huán)境監(jiān)監(jiān)測體系，制制定環(huán)境監(jiān)測測計劃。5.施工過程中做好路路基、橋梁鉆鉆孔樁施工等等的水土保持持措施。7跨滬昆鐵路轉體連連續(xù)梁1.投入足夠的施工設設備。2.安排有豐富經(jīng)驗的的勞務隊伍進進場施工。3.編制詳細的實施性性施工組織和和施工方案，采采用先進的工工裝，以高效效的管理和高高水平的技術術來保證施工工質(zhì)量和施工工安全。4.施工時安排專人對對既有線行車車安全負責。5.在施工前，對所有有施工人員進進行專業(yè)培訓訓，提高施工工人員素質(zhì)和和操作技能。6、將大型機械進行行登記跟蹤管管理，實行“一機一人一一防護”制。8專業(yè)類型多、施工工管理跨度和和組織協(xié)調(diào)難難度大1.貫徹“專業(yè)分工、統(tǒng)籌協(xié)協(xié)調(diào)”的原則，根根據(jù)不同的工工程項目，安安排專業(yè)的作作業(yè)隊施工，全全線土建工程程安排多個施施工架子隊平平行施工；2.建立一個精干、高高效的項目班班子，各項資資源投入及時時，并能滿足足施工的需要要；3.以項目開通為最終終目標，以保保證架梁、鋪鋪軌為核心，以以清豐山溪特特大橋施工為為工期控制節(jié)節(jié)點，按網(wǎng)絡絡化管理進行行資源配置，科科學組織施工工，確保按期期完工。六、工程一覽表6-1工程總概況序號工程項目起始里程長度（m）相關工作內(nèi)容備注1路基DK29+5200.41～DK30++132.66612.2CFG樁、堆載預預壓、路基土土石方、路基基防護工程、路路基防排水工工程、涵洞工工程、過渡段段、電纜槽、聲聲屏障、軌道道工程2跨滬昆鐵路特大橋橋DK030+1332.6～DK36++018.5595885.99樁基、承臺、墩身身、預制梁、連續(xù)梁、聲屏障、軌軌道工程3路基DK36+0188.59～DK36++185.441166.82CFG樁、堆載預預壓、路基土土石方、路基基防護工程、路路基防排水工工程、涵洞工工程、過渡段段、電纜槽、聲聲屏障、軌道道工程4樟溪特大橋DK36+1855.41～DK36++885.885700.44樁基、承臺、墩身身、預制梁、連續(xù)梁、聲屏障、軌軌道工程5路基DK36+8855.85～DK37++187.447301.62CFG樁、堆載預預壓、路基土土石方、路基基防護工程（重重力式擋土墻墻、框架錨桿桿梁防護、柔柔性被動網(wǎng)防防護）、路基基防排水工程程、涵洞工程程、過渡段、電電纜槽、聲屏屏障、軌道工工程6贛撫運渠特大橋DK37+1877.47～DK42++421.3365233.98樁基、承臺、墩身身、預制梁、連續(xù)梁、聲屏障、軌軌道工程7路基DK42+4211.36～DK43++066.002644.66旋噴樁、螺桿樁、堆堆載預壓、路路基土石方、路路基防護工程程、路基防排排水工程、涵涵洞工程、過過渡段、電纜纜槽、聲屏障障、軌道工程程8清豐山溪特大橋DK43+0666.02～DK51++513.4488447.46樁基、承臺、墩身身、預制梁、連續(xù)梁、聲屏障、軌軌道工程9路基DK51+5133.48～DK52++506.992993.45CFG樁、堆載預預壓、路基土土石方、路基基防護工程、路路基防排水工工程、涵洞工工程、過渡段段、電纜槽、聲聲屏障、軌道道工程10小港特大橋DK52+5066.92～DK54++998.552491.58樁基、承臺、墩身身、預制梁、連續(xù)梁、聲屏障、軌軌道工程11路基DK54+9988.5～DK56++442.5571444.07CFG樁、管樁、堆堆載預壓、路路基土石方、路路基防護工程程、路基防排排水工程、涵涵洞工程、過過渡段、電纜纜槽、聲屏障障、軌道工程程12劍南特大橋DK56+4422.57～DK63++32.3666589.79樁基、承臺、墩身身、預制梁、聲屏障、軌道工程程昌贛客專CGZQ-2標橋梁工程一覽表序

號橋名中心里程橋長m孔跨布置簡支梁數(shù)量(孔))特殊梁數(shù)量

（聯(lián)）備注32m24m1跨滬昆鐵路特大橋橋DK33+0755.605885.9929-32m簡支支梁+2-244m簡支梁+6-322m簡支梁+2-244m簡支梁+1-(440+64++40)m連續(xù)梁+2-322m簡支梁+2-244m簡支梁+22-332m簡支梁+1-244m簡支梁+10-332m簡支梁+1-244m簡支梁+20-332m簡支梁+1-244m簡支梁+42-332m簡支梁+3-244m簡支梁+1-322m簡支梁+1-（40+644+40）m連續(xù)梁+20-332m簡支梁+2-244m簡支梁+8-322m簡支梁16014239~42墩跨滬滬昆鐵路（40+644+40）m連續(xù)梁轉體體施工；147~1150#墩跨滬昆高高速（40+644+40）m連續(xù)梁施工工2樟溪特大橋DK36+5355.63700.447-32m簡支梁梁+2-244m簡支梁+1-(332+48++32)m連續(xù)梁+9-322m簡支梁16219~12#墩跨二二干渠（32+488+32）m連續(xù)梁3贛撫運渠特大橋DK39+8044.415233.893-32m簡支箱箱梁+2-244m簡支箱梁+8-322m簡支箱梁+1-(332+48++32)m連續(xù)梁+4-322m簡支箱梁+1-(440+3×664+40))m連續(xù)梁+17-332m簡支箱梁+1-244m簡支箱梁+4-322m簡支箱梁+2-244m簡支箱梁+21-332m簡支箱梁+3-244m簡支箱梁+29-332m簡支箱梁+1-244m簡支箱梁+4-322m簡支箱梁+1-244m簡支箱梁+1-322m簡支箱梁+1-244m簡支箱梁+6-322m簡支箱梁+1-244m簡支箱梁+1-322m簡支箱梁+1-(440+56++40)m連續(xù)梁+33-332m簡支箱梁+2-244m簡支箱梁+2-322m簡支箱梁13314313~16#墩跨跨河堤（32+488+32）m連續(xù)梁；20~255#墩跨贛撫運運渠（40+3**64+400）m連續(xù)梁；118~1121#墩跨西南上上下行聯(lián)絡線線（40+566+40）m連續(xù)梁4青豐山溪特大橋DK47+2899.758447.4622-32m簡支支梁+2-244m簡支梁+15-332m簡支梁+2-244m簡支梁+1-322m簡支梁+2-244m簡支梁+7-322m簡支梁+1-244m簡支梁+48-332m簡支梁+2-244m簡支梁+35-332m簡支梁+2-244m簡支梁+4-322m簡支梁+3-(440+64++40)m連續(xù)梁+47-332m簡支梁+1-244m簡支梁+1-322m簡支梁+1-(660+1000+60)mm連續(xù)梁+5-322m簡支梁+3-244m簡支梁+19-332m簡支梁+3-244m簡支梁+20-332m簡支梁224184144~152##墩跨清豐山山溪3-（40+644+40）m連續(xù)梁；201~2204#墩跨昌寧速速（60+1000+60）m連續(xù)梁5小港特大橋DK53+7522.712491.5818-32m簡支支梁+1-244m簡支梁+4-322m簡支梁+3-244m簡支梁+7-322m簡支梁+1-244m簡支梁+3-322m簡支梁+1-（40+644+40）m連續(xù)梁+2-322m簡支梁+3-224m簡支梁+4-322m簡支梁+1-224m簡支梁+6-322m簡支梁+2-244m簡支梁+19-332m簡支梁。6311136~38#墩跨跨港河河堤（40+644+40）m連續(xù)梁6劍南特大橋DK59+7377.476589.7937-32m簡支支梁+2-244m簡支梁+20-332m簡支梁+2-244m簡支梁+16-332m簡支梁+2-244m簡支梁+18-332m簡支梁+2-244m簡支梁+51-332m簡支梁+2-244m簡支梁+21-332m簡支梁+1-244m簡支梁+8-322m簡支梁+1-244m簡支梁+21-332m簡支梁1921207昌九代建段簡支梁梁預制2450合計8127611昌贛客專CGZQ-2標路基工程一覽表序號工點名稱起止里程長度（m）備注1路基填方段DK29+5200.41DK30+1322.60612.22路基挖方段DK36+0188.59DK36+1855.41166.823路基挖方段DK36+8855.85DK37+1877.47301.624路基填方段DK42+4211.36DK43+0666.02644.665路基填方段DK51+5133.48DK52+5066.92993.456路基填方段DK54+9988.50DK56+4422.571444.07合計4162.82昌贛客專CGZQ-2標涵洞工程一覽表 序號中心里程孔徑式樣用途斜交角度（°）全長（m）備注1DK29+5755.001-3.0米框架架涵排洪、灌溉3561.262DK29+6688.001-3.0米框架架涵排洪、灌溉4563.893DK29+8055.001-3.0米框架架涵排洪、灌溉1539.494DK29+8877.701-1.5米框架架涵灌溉2543.765DK29+9644.001-3.0米框架架涵交通、灌溉4044.576DK30+0455.001-2.5米框架架涵交通、灌溉4555.417DK30+0799.001-3.5米框架架涵排洪、灌溉2032.618DK42+4900.001-5.0米框架架涵交通、灌溉041.689DK42+6500.601-1.5米框架架涵灌溉047.2210DK42+7699.201-2.5米框架架涵交通、灌溉041.6811DK42+8555.001-2.0米框架架涵排洪、灌溉036.6612DK42+9344.301-4.0米框架架涵交通、灌溉4535.513DK51+7000.001-2.5米框架架涵排洪、灌溉022.114DK51+8000.001-6.0米框架架涵交通、灌溉4522.7115DK51+9000.001-2.5米框架架涵灌溉018.116DK52+0322.001-5.0米框架架涵交通、灌溉4522.7117DK52+1077.001-2.5米框架架涵灌溉017.618DK52+1944.501-2.5米框架架涵灌溉1022.9519DK52+3344.001-2.5米框架架涵灌溉1025.9920DK52+4700.001-1.5米框架架涵排洪、灌溉4544.7521DK55+1000.001-4.0米框架架涵交通、灌溉017.0622DK55+3388.001-4.0米框架架涵灌溉4021.6223DK55+5255.501-1.5米框架架涵灌溉021.124DK55+7200.001-3.0米框架架涵交通、灌溉016.0625DK55+7833.601-1.5米框架架涵灌溉2023.5226DK55+8811.001-6.0米框架架涵交通、灌溉1516.6327DK56+0099.501-1.5米框架架涵灌溉028.6428DK56+1455.001-2.0米框架架涵灌溉029.6429DK56+3466.001-6.0米框架架涵交通1517.14合計932.05CFG樁分布表序號里程處理方式長度m樁間距布置形式1DK36+8855.850～DK36++905.885CFG樁加固201.6正方形2DK36+9055.85～DK36++990.00CFG樁加固84.151.7正方形3DK30+0066.27～DK30++110CFG樁加固103.731.7正方形4DK30+1100～DK30++132.66CFG樁加固22.61.6正方形5DK36+0188.59～DK36++405.112CFG樁加固22.531.6正方形6DK36+04005.12～DK36++162.4405CFG樁加固121.291.7正方形7DK36+1622.405～DK36++185.4405CFG樁加固231.6正方形8DK36+8855.85～DK36++905.885CFG樁加固201.6正方形9DK36+9055.85～DK36++990.00CFG樁加固84.151.7正方形10DK37+1255.0～DK37++167.447CFG樁加固42.471.7正方形11DK37+1677.47～DK37++187.4470CFG樁加固201.6正方形12DK51+5133.475～DK51++533.4475CFG樁加固201.6正方形13DK51+5333.475～DK52++496.992CFG樁加固953.4451.7正方形14DK52+4866.92～DK52++506.992CFG樁加固201.6正方形15DK56+2622～DK56++422.557CFG樁加固160.571.7正方形16DK56+4222.57～DK56++442.557CFG樁加固201.6正方形17CJDK139++786.995～CJDK1139+8006.95CFG樁加固201.6正方形18CJDK140++190～CJDK1140+2774.42CFG樁加固84.421.7正方形路基旋噴樁分布表序號里程處理方式長度m樁間距布置形式備注1DK42+4211.355～DK42++790旋噴樁加固368.6451.3正方形西南聯(lián)絡線2DK42+8300.0～DK42++875旋噴樁加固451.3正方形3DK42+4211.355～DK42++790旋噴樁加固368.6451.3正方形路基螺桿樁分布表序號里程處理方式長度m樁間距布置形式1DK42+4211.355～DK42++405.3355螺桿樁加固201.6正方形2DK42+4055.355～DK43++046.002螺桿樁加固604.6651.7正方形3DK43+0466.02～DK43++066.002螺桿樁加固201.6正方形路基管樁分布表序號里程處理方式長度m樁間距布置形式1DK54+9988.500～DK55++018.55管樁加固202正方形2DK55+0188.5～DK56++262.00管樁加固243.52.2正方形連續(xù)梁統(tǒng)計表序號橋名連續(xù)梁數(shù)連續(xù)梁類型墩號起止里程備注1跨滬昆鐵路特大橋橋21-（40+64+400）跨滬昆鐵路，轉體體施工39#-42#DK31+3833.61～DK31++529.00140#～41#墩墩位于既有鐵鐵路旁，施工工時采用挖孔孔樁防護；40#、41#墩處轉動體體系采用鋼球球鉸，分上下下兩片。1-（40+64+400）跨滬昆高速147#-1500#DK34+9011.08～DK34++046.55812#～13#，16#～22#，27#，49#～51#,770#-733#,91##～94#,996#,988#,99##,122##～126#為水下墩采采用編織袋圍圍堰2樟溪特大橋11-（32+48+322）跨二干渠9#-12#DK36+4700.87～DK36++584.3373贛撫運渠特大橋31-（32+48+322）跨河堤13#-16#DK37+6033.72～DK37++717.227施工難度最大的為為15～23#水中墩施工工，其中21#、22#墩基礎施工工采用雙壁鋼鋼圍堰，15#～20#、23#墩基礎施工工采用鋼板樁樁圍堰；7#、8#、11#、24#、36#～41#、53#、59#～61#、63#～65#、72#～75#、87#、88#、90#～95#、101#、102#、112#、118#、119#、122#、126#、127#、133#、152#墩采用編織織袋圍堰1-（40+3*64++40）跨贛撫運渠20#-25#DK37+8488.205～DK38++121.88051-（40+56+400）跨西南上下行聯(lián)絡絡線118#-1211#DK41+0833.055～DK41++220.55554清豐山溪特大橋43-（40+64+400）跨清豐山溪144#-1522#DK47+6655.06～DK48++101.9963#～6#，145#～1500#、213#～214#墩基礎采用用鋼板樁圍堰堰；1#、7#、27#、39#、42#、75#、96#、139#、144#、151#、203#、250#墩基礎基坑坑開挖采用鋼鋼板樁防護。12#、28#、29#、61#、94#～98#、101#、102#、139#、140#～143#1-（60+100+660）跨在建昌寧高速201#-2044#DK49+6977.23～DK49++918.5535小港特大橋11-（40+64+400）跨港河堤37#-40#DK53+6844.20～DK53++829.7704#、5#、21#～23#、30#、49#、53#、62#～64#、66#、68#、71#、74#、75#墩基礎采用用編織袋圍堰堰；36#～38#建議采用鋼鋼板樁圍堰；；27#、28#、35#墩基礎開挖挖施工采用鋼鋼板樁防護。6劍南特大橋0無///1#～3#，30#～34#，112#～113#，186#為水中墩采采用編織袋圍圍堰

昌贛客專CGZQ-2標主要節(jié)點工期安排項目名稱線下施工時間長度開始時間結束時間DK29+5200.405～DK30++132.66路基2017/3/1112017/3/112612.2米跨滬昆鐵路特大橋橋39孔簡支梁2015/10//12017/5/11939孔（40+64+400）m轉體連續(xù)梁梁2016/8/1162017/5/22簡支梁2015/10//12017/5/119105孔（40+64+400）m連續(xù)梁2016/1/2292016/8/115簡支梁2015/10//12017/5/11930孔DK36+0188.59～DK36++185.4405路基2017/1/992017/1/110166.82米樟溪特大橋9孔簡支梁2015/10//12016/8/2259孔（32+48+322）m連續(xù)梁2016/1/2292017/6/2269孔簡支梁2015/10//12016/8/2259孔DK36+8855.85～DK37++187.447路基2017/1/112017/1/22301.62米贛撫運渠特大橋13孔簡支梁2015/10//72017/4/11213孔（32+48+322）m連續(xù)梁2016/2/882016/9/1144孔簡支梁2015/10//12017/4/1124孔（40+3*64++40）m連續(xù)梁2016/6/772017/1/22293孔簡支梁2015/10//112017/1/1199孔（40+56+400）m連續(xù)梁2016/2/882016/9/00437孔簡支梁2015/11//12017/4/11237孔DK42+4211.355～DK43++066.002路基2016/11//82016/11//9644.66米清豐山溪特大橋143孔簡支梁2015/10//202017/2/222143孔（40+64+400）m連續(xù)梁2016/1/2292016/8/225（40+64+400）m連續(xù)梁2016/1/2292016/8/225（40+64+400）m連續(xù)梁2016/1/2292016/8/22549孔簡支梁2015/10//222017/5/5549孔（60+100+660）m連續(xù)梁2016/1/2292016/9/11450孔簡支梁2015/10//12017/3/11550孔DK51+5133.475～DK522+506..92路基993.45小港特大橋37孔簡支梁2015/10//12016/9/33037孔（40+64+400）m連續(xù)梁2015/12//222016/7/11237孔簡支梁2015/10//12016/8/1137孔DK54+9988.5～DK566+442..57路基2016/5/2272016/5/2291444.07劍南特大橋204孔簡支梁2015/10//12016/10//13204孔跨滬昆鐵路特大橋橋墩（臺）號里程樁基根數(shù)設計樁長設計樁徑總樁長承臺結構尺寸墩(臺)備注一級承臺橫橋向順橋向墩（臺）高坡率橫橋向順橋向高度個mmmmmmmmm南昌臺臺尾DK030+1132.60010281.002807.610.22.010.28.0臺前DK030+1139.3331#DK30+1722.098231.0018410.24.82.07.82.07.0直坡2#DK30+2044.798231.0018410.24.82.07.82.07.0直坡3#DK30+2377.49824.51.0019610.24.82.07.82.07.0直坡4#DK30+2700.198241.0019210.24.82.07.82.06.0直坡5#DK30+3022.898251.0020010.24.82.07.82.07.0直坡6#DK30+3355.59824.51.0019610.24.82.07.82.06.5直坡7#DK30+3688.29824.51.0019610.24.82.07.82.07.0直坡8#DK30+4000.99825.51.0020410.24.82.07.82.07.0直坡9#DK30+4333.698251.0020010.24.82.07.82.07.5直坡10#DK30+4666.39825.51.0020410.24.82.07.82.08.0直坡11#DK30+4999.098271.0021610.24.82.07.82.08.0直坡12#DK30+5311.798291.0023210.24.82.07.82.09.5直坡13#DK30+5644.49828.51.0022810.25.12.17.82.010.0直坡14#DK30+5977.198301.0024010.24.82.07.82.09.5直坡15#DK30+6299.895829.51.0023610.25.12.17.82.010.0直坡16#DK30+6622.605828.51.0022810.25.12.17.82.011.5直坡17#DK30+6955.315828.51.0022810.25.62.27.82.012.0直坡18#DK30+7288.025829.51.0023610.25.12.17.82.011.5直坡19#DK30+7600.74828.51.0022810.25.62.27.82.013.0直坡20#DK30+7933.46828.51.0022810.25.62.27.82.014.0直坡21#DK30+8266.18828.51.0022810.25.62.27.82.014.0直坡22#DK30+8588.98291.0023210.25.62.07.82.814.545:123#DK30+8911.625829.51.0023610.25.62.07.82.814.545:124#DK30+9244.355830.51.0024410.25.62.07.82.915.545:125#DK30+9577.085829.51.0023610.25.62.07.82.916.045:126#DK30+9899.815830.51.0024410.25.62.07.82.916.545:127#DK31+0222.558311.0024810.25.62.07.82.916.545:128#DK31+0555.2910261.0026010.26.82.57.82.917.545:129#DK31+0877.938291.0023210.25.62.07.82.916.545:130#DK31+1122.7658271.0021610.25.62.07.82.917.045:131#DK31+1377.68281.0022410.25.62.07.83.018.545:132#DK31+1700.241025.51.0025510.26.82.57.83.019.545:133#DK31+2022.981026.51.0026510.26.82.57.83.019.045:134#DK31+2355.7210261.0026010.26.82.57.83.121.045:135#DK31+2699.461027.51.0027510.26.82.57.83.120.545:136#DK31+3011.210261.0026010.27.52.57.83.222.545:137#DK31+3333.9410261.0026010.26.82.57.83.121.045:138#DK31+3588.67510251.0025010.26.82.57.83.121.545:139#DK31+3833.611229.51.0035410.27.52.59.03.921.545:140#DK31+4244.269451.8040512.212.23.510.03.716.545:141#DK31+4888.269441.8039612.212.23.510.03.615.045:142#DK31+5299.0112301.0036010.27.52.59.04.022.545:143#DK31+5611.8510281.0028010.27.52.57.83.324.545:144#DK31+5944.591027.51.0027510.27.52.57.83.121.545:145#DK31+6199.32510261.0026010.27.52.57.83.122.045:146#DK31+6444.061027.51.0027510.27.52.57.83.222.545:147#DK31+6766.81027.51.0027510.27.52.57.83.223.045:148#DK31+7099.5410271.0027010.27.52.57.83.224.045:149#DK31+7422.2810271.0027010.27.52.57.83.222.545:150#DK31+7755.0210271.0027010.27.52.57.83.222.545:151#DK31+8077.761026.51.0026510.27.52.57.83.222.545:152#DK31+8400.51026.51.0026510.27.52.57.83.223.545:153#DK31+8733.2410261.0026010.27.52.57.83.223.545:154#DK31+9055.9810261.0026010.27.52.57.83.223.045:155#DK31+9388.721026.51.0026510.27.52.57.83.222.545:156#DK31+9711.461026.51.0026510.27.52.57.83.121.545:157#DK32+0044.21026.51.0026510.26.82.57.83.121.045:158#DK32+0366.941026.51.0026510.26.82.57.83.121.045:159#DK32+0699.681026.51.0026510.26.82.57.83.120.545:160#DK32+1022.421026.51.0026510.26.82.57.83.121.045:161#DK32+1355.1610251.0025010.26.82.57.83.121.045:162#DK32+1677.91024.51.0024510.26.82.57.83.121.045:163#DK32+2000.641024.51.0024510.26.82.57.83.121.045:164#DK32+2333.381024.51.0024510.27.52.57.83.122.045:165#DK32+2666.1210251.0025010.27.52.57.83.122.045:166#DK32+2988.8610251.0025010.27.52.57.83.121.545:167#DK32+3311.61024.51.0024510.27.52.57.83.222.545:168#DK32+3644.341024.51.0024510.27.52.57.83.223.045:169#DK32+3899.0810241.0024010.27.52.57.83.223.045:170#DK32+4211.8210251.0025010.27.52.57.83.122.045:171#DK32+4544.5610251.0025010.27.52.57.83.122.045:172#DK32+4877.310251.0025010.27.52.57.83.122.045:173#DK32+5200.041025.51.0025510.27.52.57.83.121.545:174#DK32+5522.781025.51.0025510.26.82.57.83.120.045:175#DK32+5855.5210281.0028010.26.82.57.83.120.045:176#DK32+6188.261030.51.0030510.26.82.57.83.019.545:177#DK32+6511.1029.51.0029510.26.82.57.83.019.545:178#DK32+6833.7410291.0029010.26.82.57.83.019.545:179#DK32+7166.4810281.0028010.26.82.57.83.120.545:180#DK32+7411.321027.51.0027510.26.82.57.83.120.045:181#DK32+7733.961028.51.0028510.26.82.57.83.120.045:182#DK32+8066.710291.0029010.26.82.57.83.019.545:183#DK32+8399.4410291.0029010.26.82.57.83.019.545:184#DK32+8722.181029.51.0029510.26.82.57.83.018.545:185#DK32+9044.9210291.0029010.26.82.57.83.018.545:186#DK32+9377.6610291.0029010.26.82.57.83.018.545:187#DK32+9700.41028.51.0028510.26.82.57.83.018.545:188#DK33+0033.1410311.0031010.26.82.57.82.917.545:189#DK33+0355.881029.51.0029510.26.82.57.83.018.045:190#DK33+0688.6210301.0030010.26.82.57.83.018.045:191#DK33+1011.361029.51.0029510.26.82.57.83.019.045:192#DK33+1344.110291.0029010.26.82.57.83.019.045:193#DK33+1666.841028.51.0028510.26.82.57.83.019.045:194#DK33+1999.581028.51.0028510.26.82.57.83.018.545:195#DK33+2322.3210291.0029010.26.82.57.82.917.545:196#DK33+2655.0551027.51.0027510.26.82.57.83.019.045:197#DK33+2977.7851027.51.0027510.26.82.57.83.018.545:198#DK33+3300.5151026.51.0026510.26.82.57.83.018.545:199#DK33+3633.24510261.0026010.26.82.57.83.018.545:1100#DK33+3955.8710251.0025010.26.82.57.83.018.045:1101#DK33+4200.798301.0024010.25.62.07.82.917.545:1102#DK33+4533.41830.51.0024410.25.62.07.82.917.545:1103#DK33+4866.138301.0024010.25.62.07.82.917.545:1104#DK33+5188.8458301.0024010.25.62.07.82.917.545:1105#DK33+5511.55510271.0027010.26.82.57.82.917.045:1106#DK33+5844.2651026.51.0026510.26.82.57.82.917.045:1107#DK33+6166.9751026.51.0026510.26.82.57.82.917.045:1108#DK33+6499.681026.51.0026510.26.82.57.83.018.045:1109#DK33+6822.3810261.0026010.26.82.57.83.018.045:1110#DK33+7155.0810261.0026010.26.82.57.83.018.045:1111#DK33+7477.781026.51.0026510.26.82.57.82.917.545:1112#DK33+7800.481026.51.0026510.26.82.57.82.917.545:1113#DK33+8133.181026.51.0026510.26.82.57.82.917.545:1114#DK33+8455.8810261.0026010.26.82.57.82.917.545:1115#DK33+8788.5810261.0026010.26.82.57.82.917.545:1116#DK33+9111.281025.51.0025510.26.82.57.82.917.545:1117#DK33+9433.981025.51.0025510.26.82.57.82.917.545:1118#DK33+9766.681025.51.0025510.26.82.57.82.917.045:1119#DK34+0099.388271.0021610.25.62.07.82.916.545:1120#DK34+0422.08827.51.0022010.25.62.07.82.916.545:1121#DK34+0744.788281.0022410.25.62.07.82.916.045:1122#DK34+1077.488281.0022410.25.62.07.82.916.045:1123#DK34+1400.188281.0022410.25.62.07.82.916.045:1124#DK34+1722.888281.0022410.25.62.07.82.916.045:1125#DK34+2055.58827.51.0022010.25.62.07.82.916.045:1126#DK34+2388.288281.0022410.25.62.07.82.916.045:1127#DK34+2700.988281.0022410.25.62.07.82.915.545:1128#DK34+3033.68827.51.0022010.25.62.07.82.815.045:1129#DK34+3366.388271.0021610.25.62.07.82.916.045:1130#DK34+3699.088271.0021610.25.62.07.82.916.545:1131#DK34+4011.788281.0022410.25.62.07.82.815.045:1132#DK34+4344.48826.51.0021210.25.62.07.82.814.545:1133#DK34+4677.18825.51.0020410.25.62.07.82.814.545:1134#DK34+4999.888241.0019210.25.62.07.82.014.0直坡135#DK34+5322.588251.0020010.25.62.07.82.013.0直坡136#DK34+5655.288251.0020010.25.12.17.82.011.5直坡137#DK34+5977.988241.0019210.25.12.17.82.010.0直坡138#DK34+6300.68822.51.0018010.24.82.07.82.08.5直坡139#DK34+6633.38822.51.0018010.24.82.07.82.07.0直坡140#DK34+6966.08822.51.0018010.24.82.07.82.06.5直坡141#DK34+7288.788231.0018410.24.82.07.82.05.5直坡142#DK34+7611.488241.0019210.24.82.07.82.05.5直坡143#DK34+7944.08823.51.0018810.24.82.07.82.06.0直坡144#DK34+8188.888211.0016810.24.82.07.82.06.0直坡145#DK34+8433.58823.51.0018810.24.82.07.82.06.5直坡146#DK34+8688.38823.51.0018810.24.82.07.82.07.5直坡147#DK34+9011.0810291.0029010.26.82.59.03.28.0直坡148#DK34+9411.831237.51.2545012.39.02.510.03.27.5直坡149#DK35+0055.831229.51.2535412.39.02.510.03.28.0直坡150#DK35+0466.581024.51.0024510.26.82.59.03.27.5直坡151#DK35+0799.38819.51.0015610.25.62.27.82.012.0直坡152#DK35+1122.08819.51.0015610.24.82.07.82.09.5直坡153#DK35+1444.788241.0019210.24.82.07.83.02.0直坡154#DK35+1777.488231.0018410.24.82.07.83.02.5直坡155#DK35+2100.188241.0019210.24.82.07.83.02.5直坡156#DK35+2422.88824.51.0019610.24.82.07.82.04.0直坡157#DK35+2755.588291.0023210.24.82.07.82.06.0直坡158#DK35+3088.288291.0023210.24.82.07.82.07.5直坡159#DK35+3400.98825.51.0020410.24.82.07.82.08.0直坡160#DK35+3733.68827.51.0022010.24.82.07.82.09.0直坡161#DK35+4066.38830.51.0024410.25.12.17.82.010.0直坡162#DK35+4399.08829.51.0023610.25.12.17.82.010.0直坡163#DK35+4711.788261.0020810.25.12.17.82.011.0直坡164#DK35+5044.488261.0020810.25.62.27.82.013.5直坡165#DK35+5377.188261.0020810.25.62.07.82.814.545:1166#DK35+5699.88825.51.0020410.25.62.07.82.814.545:1167#DK35+6022.58831.51.0025210.25.62.07.82.814.545:1168#DK35+6355.28827.51.0022010.25.62.27.82.013.5直坡169#DK35+6677.98831.51.0025210.25.62.27.82.013.5直坡170#DK35+7000.58825.51.0020410.25.62.27.82.013.0直坡171#DK35+7255.388201.0016010.25.62.27.82.013.5直坡172#DK35+7500.1858221.0017610.25.62.27.82.012.5直坡173#DK35+7822.795823.51.0018810.25.62.27.82.012.0直坡174#DK35+8155.505823.51.0018810.25.12.17.82.011.5直坡175#DK35+8488.215822.51.0018010.25.12.17.82.011.5直坡176#DK35+8800.938211.0016810.25.12.17.82.010.0直坡177#DK35+9133.658201.0016010.25.12.17.82.011.0直坡178#DK35+9466.378191.0015210.24.82.07.82.09.0直坡179#DK35+9799.098181.0014410.24.82.07.82.07.0直坡贛州西臺臺前DK036+0011.866010201.002007.610.22.010.27.5臺尾DK036+0018.5990合計163443799樟溪特大橋樟溪特大橋墩（臺）號里程樁基根數(shù)設計樁長設計樁徑總樁長承臺結構尺寸墩(臺)備注一級承臺橫橋向順橋向墩（臺）高坡率橫橋向順橋向高度個mmmmmmmmm南昌臺臺尾DK036+1185.41101028.51.002857.610.22.010.27.5臺前DK036+1192.14401#DK36+2244.91826.51.0021210.24.82.07.82.06.5直坡2#DK36+2577.65826.51.0021210.24.82.07.82.07.5直坡3#DK36+2900.39825.51.0020410.24.82.07.82.07.5直坡4#DK36+3233.138241.0019210.24.82.07.82.08.5直坡5#DK36+3555.87822.51.0018010.24.82.07.82.08.5直坡6#DK36+3888.61822.51.0018010.24.82.07.82.08.5直坡7#DK36+4211.258211.0016810.24.82.07.82.09.5直坡8#DK36+4466.085819.51.0015610.24.82.07.82.09.5直坡9#DK36+4700.878231.0018410.25.62.07.83.09.0直坡10#DK36+5033.6210271.2527012.38.42.58.23.08.5直坡11#DK36+5511.621029.51.2529512.38.42.58.23.09.0直坡12#DK36+5844.37827.51.0022010.25.62.07.83.09.5直坡13#DK36+6177.168251.0020010.24.82.07.82.09.0直坡14#DK36+6499.9824.51.0019610.24.82.07.82.08.5直坡15#DK36+6822.64824.51.0019610.24.82.07.82.08.0直坡16#DK36+7155.38824.51.0019610.24.82.07.82.07.5直坡17#DK36+7488.128281.0022410.24.82.07.82.07.5直坡18#DK36+7800.868261.0020810.24.82.07.82.07.0直坡19#DK36+8133.6827.51.0022010.24.82.07.82.06.5直坡20#DK36+8466.34823.51.0018810.24.82.07.82.04.5直坡贛州西臺臺前DK036+8879.1220927.51.00247.58.19.72.09.76.0臺尾DK036+8885.8550合計1834633.5贛撫運渠特大橋墩（臺）號里程樁基根數(shù)設計樁長設計樁徑總樁長承臺結構尺寸墩(臺)備注一級承臺橫橋向順橋向墩（臺）高坡率橫橋向順橋向高度個mmmmmmmmm南昌臺臺尾DK37+1877.47935.51.00319.57.69.92.09.96.0臺前DK37+1944.201#DK37+2266.9808321.0025610.24.82.07.82.05.0直坡2#DK37+2599.720833.51.0026810.24.82.07.82.06.5直坡3#DK37+2922.3358331.0026410.24.82.07.82.08.5直坡4#DK37+3177.1858291.0023210.24.82.07.82.010.0直坡5#DK37+3422.0158341.0027210.24.82.07.82.010.5直坡6#DK37+3744.6458371.0029610.25.12.17.82.010.5直坡7#DK37+4077.3758351.0028010.25.12.17.82.011.5直坡8#DK37+4400.1058361.0028810.25.62.27.82.012.0直坡9#DK37+4722.8358371.0029610.25.12.17.82.011.5直坡10#DK37+5055.560838.51.0030810.25.62.27.82.011.5直坡11#DK37+5388.280839.51.0031610.25.62.27.82.013.5直坡12#DK37+5711.000839.51.0031610.25.62.27.82.013.5直坡13#DK37+6033.7701035.51.0035510.26.82.57.83.013.5直坡14#DK37+6366.5201145.51.25500.512.38.22.58.43.011.5直坡15#DK37+6844.5201145.51.25500.512.38.22.58.43.013.5直坡16#DK37+7177.2701036.51.0036510.26.82.57.83.014.0直坡17#DK37+7500.030839.51.0031610.25.62.27.82.013.0直坡18#DK37+7822.7408401.0032010.26.02.57.82.014.0直坡19#DK37+8155.450841.51.0033210.26.02.57.82.814.545:120#DK37+8488.20510401.0040010.26.82.09.23.215.5直坡21#DK37+8899.0051153.51.50588.514.39.63.010.03.213.0直坡22#DK37+9533.0051156.51.50621.514.39.63.010.03.216.5直坡23#DK38+0177.0051057.51.5057514.39.63.010.03.210.0直坡24#DK38+0811.00510551.5055014.39.63.010.03.210.5直坡25#DK38+1211.80510391.0039010.26.82.09.23.215.0直坡26#DK38+1544.5558411.0032810.25.62.07.82.814.545：127#DK38+1877.255840.51.0032410.25.62.07.82.815.045：128#DK38+2199.955840.51.0032410.25.62.07.82.815.045：129#DK38+2522.6558411.0032810.25.62.07.82.915.545：130#DK38+2855.3558341.0027210.25.62.07.82.915.545：131#DK38+3188.0558341.0027210.25.62.07.82.816.045：132#DK38+3500.7558351.0028010.25.62.07.82.916.045：133#DK38+3833.4558351.0028010.25.62.07.82.915.545：134#DK38+4166.1558341.0027210.25.62.07.82.915.545：135#DK38+4488.855833.51.0026810.25.62.07.82.916.045：136#DK38+4811.555833.51.0026810.25.62.07.82.916.545：137#DK38+5144.255833.51.0026810.25.62.07.82.916.545：138#DK38+5466.955833.51.0026810.25.62.07.82.916.545：139#DK38+5799.65510301.0030010.26.82.57.82.917.045：140#DK38+6122.3551030.51.0030510.26.82.57.82.917.045：141#DK38+6455.05510311.0031010.26.82.57.82.917.045：142#DK38+6777.655833.51.0026810.25.62.07.82.916.545：143#DK38+7022.5558311.0024810.25.62.07.82.916.545：144#DK38+7355.1558331.0026410.25.62.07.82.916.545：145#DK38+7677.855830.51.0024410.25.62.07.82.916.545：146#DK38+8000.5558301.0024010.25.62.07.82.916.545：147#DK38+8333.1551025.51.0025510.26.82.57.82.917.045：148#DK38+8577.9551023.51.0023510.26.82.57.82.917.545：149#DK38+8822.7551027.51.0027510.26.82.57.83.018.545：150#DK38+9155.35510291.0029010.26.82.57.83.018.045：151#DK38+9488.05510301.0030010.26.82.57.83.018.545：152#DK38+9800.7551029.51.0029510.26.82.57.83.018.545：153#DK39+0133.4551027.51.0027510.26.82.57.83.019.045：154#DK39+0466.1551027.51.0027510.26.82.57.83.019.045：155#DK39+0788.8551027.51.00