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PAGE/r/n270/r/n//r/nNUMPAGES/r/n271/r/n中國物流樟樹港河東港區(qū)五碼頭/r/n改擴建工程/r/n施/r/n工/r/n組/r/n織/r/n設/r/n計/r/n201/r/n7年/r/n4月24日/r/n目錄/r/nTOC\o"1-2"\n\h\z\u/r/n/r/n/r/n/r/n第一章、編制總講明/r/n/r/n/r/n/r/n1.1/r/n、編制依據/r/n/r/n/r/n/r/n1.2/r/n、編制要緊內容/r/n/r/n/r/n/r/n1.3/r/n工程治理目標/r/n/r/n/r/n/r/n1.4/r/n、工程概況/r/n/r/n/r/n/r/n1.5/r/n、對外交通條件/r/n/r/n/r/n/r/n1.6/r/n、施工場地及水電條件/r/n/r/n/r/n/r/n1.7/r/n/r/n施工的重點和難點/r/n/r/n/r/n/r/n第二章、施工總平面布置/r/n/r/n/r/n/r/n2.1/r/n、施工總平面布置原則/r/n/r/n/r/n/r/n2.2/r/n、項目部辦公生活區(qū)和生產加工區(qū)/r/n/r/n/r/n/r/n2.3/r/n、施工道路與供水供電講明/r/n/r/n/r/n/r/n第三章、施工總進度打算及工期保證措施/r/n/r/n/r/n/r/n3.1/r/n、施工進度安排原則/r/n/r/n/r/n/r/n3.2/r/n、工期目標與操縱性工期/r/n/r/n/r/n/r/n3.3/r/n、施工的總體布署/r/n/r/n/r/n/r/n3.4/r/n、施工總進度打算橫道圖/r/n/r/n/r/n/r/n3.5/r/n、對工程進度操縱的治理措施/r/n/r/n/r/n/r/n3.6/r/n、工期保證措施/r/n/r/n/r/n/r/n第四章、施工組織機構/r/n/r/n/r/n/r/n4.1/r/n、項目部治理機構設置/r/n/r/n/r/n/r/n4.2/r/n、各部門治理人員職責分工/r/n/r/n/r/n/r/n第五章/r/n/r/n要緊施工設備、試驗和檢測儀器、勞動力打算、臨時用地打算/r/n/r/n/r/n/r/n5.1/r/n要緊施工設備/r/n/r/n/r/n/r/n5.2/r/n配備的試驗和檢測儀器設備/r/n/r/n/r/n/r/n5.3/r/n勞動力打算/r/n/r/n/r/n/r/n5.4/r/n /r/n臨時用地/r/n/r/n/r/n/r/n第六章、分部分項工程施工技術方案/r/n/r/n/r/n/r/n6.1/r/n、主體工程施工方法和施工流程/r/n/r/n/r/n/r/n6.2/r/n、施工測量及觀測施工方案/r/n/r/n/r/n/r/n6.3/r/n、土方工程施工方案/r/n/r/n/r/n/r/n6.4/r/n、筑島施工方案/r/n/r/n/r/n/r/n6.5/r/n、鉆孔灌注樁施工方案/r/n/r/n/r/n/r/n6.6/r/n、護岸工程施工方案/r/n/r/n/r/n/r/n6.7/r/n、鋼筋混凝土總體施工/r/n/r/n/r/n/r/n6.8/r/n、上部結構施工/r/n/r/n/r/n/r/n6.9/r/n、道路工程施工方案/r/n/r/n/r/n/r/n6.10/r/n、堆場工程施工方案/r/n/r/n/r/n/r/n6.11/r/n、給排水及消防工程、供電設施管道、檢查井施工方案/r/n/r/n/r/n/r/n6.12/r/n、/r/n鋼結構施工方/r/n案/r/n/r/n/r/n/r/n6.13/r/n、附屬設施施工/r/n/r/n/r/n/r/n6.14/r/n、冬、雨季施工措施/r/n/r/n/r/n/r/n第七章、工程施工質量保證措施/r/n/r/n/r/n/r/n7.1/r/n、質量操縱目標/r/n/r/n/r/n/r/n7.2/r/n、質量治理體系/r/n/r/n/r/n/r/n7.3/r/n、質量治理制度/r/n/r/n/r/n/r/n第八章/r/n/r/n安全生產文明施工措施/r/n/r/n/r/n/r/n8.1/r/n安全生產、文明施工的目標/r/n/r/n/r/n/r/n8.2/r/n安全組織治理體系/r/n/r/n/r/n/r/n8.3/r/n安全治理/r/n/r/n/r/n/r/n8.4/r/n安全愛護措施/r/n/r/n/r/n/r/n8.5/r/n治安保衛(wèi)/r/n/r/n/r/n/r/n8.6/r/n應急救援預案/r/n/r/n/r/n/r/n8.7/r/n文明施工/r/n/r/n/r/n/r/n第九章/r/n/r/n環(huán)境愛護措施/r/n/r/n/r/n/r/n9.1/r/n、施工人員健康愛護/r/n/r/n/r/n/r/n9.2/r/n、大氣環(huán)境和聲環(huán)境愛護/r/n/r/n/r/n/r/n9.3/r/n、防止和減輕水質污染/r/n/r/n/r/n/r/n9.4/r/n、工地衛(wèi)生/r/n/r/n/r/n/r/n9.5/r/n、施工建筑垃圾等固體廢棄物處理/r/n/r/n/r/n/r/n9.6/r/n、完工后現場清理處理/r/n/r/n/r/n/r/n9.7/r/n、水土保持、棄渣場防護和棄渣處理/r/n第一章/r/n、/r/n編制/r/n總講明/r/n1.1/r/n、/r/n編制依據/r/n(/r/n1/r/n)/r/n中國物流樟樹港河東港區(qū)五碼頭改擴建工程/r/n施工招標文件及補遺文件;/r/n(2)/r/n相關技術標準和規(guī)范/r/n包括/r/n(/r/n不限于以下規(guī)范和標準/r/n):/r/n1./r/n《水運工程施工圖文件編制規(guī)定》(/r/nJTS110-7-2013/r/n);/r/n2./r/n《內河通航標準》(/r/nGB50139-2014/r/n);/r/n3./r/n《內河助航標志》(/r/nGB5863-1993/r/n);/r/n4/r/n./r/n交通部/r/n1996/r/n年第/r/n2/r/n號令《內河航標治理方法》;/r/n5/r/n./r/n《河港工程總體設計規(guī)范》(/r/nJTJ212-2006/r/n);/r/n6/r/n./r/n《港口巖土工程勘察規(guī)范》(/r/nJTS133-1-2010/r/n);/r/n7/r/n./r/n《內河航運工程水文規(guī)范》(/r/nJT/r/nS/r/n/r/n145-1/r/n-20/r/n11);/r/n8/r/n./r/n《內河航道維護技術規(guī)范》(/r/nJTJ287/r/n-/r/n2005/r/n);/r/n9/r/n./r/n《港口工程荷載規(guī)范》(/r/nJTS144-1-2010/r/n);/r/n1/r/n0/r/n./r/n《水運工程混凝土結構設計規(guī)范》(/r/nJTS151-2011/r/n);/r/n1/r/n1/r/n./r/n《港口及航道護岸工程設計與施工規(guī)范》(/r/nJTJ300-2000/r/n);/r/n1/r/n2/r/n./r/n《碼頭附屬設施技術規(guī)范》(/r/nJTJ297-2001/r/n);/r/n1/r/n3/r/n./r/n《水運工程抗震設計規(guī)范》(/r/nJT/r/nS/r/n/r/n146/r/n-/r/n2012);/r/n1/r/n4/r/n./r/n《港口工程地基規(guī)范》(/r/nJTS147-2-2010/r/n);/r/n1/r/n5/r/n./r/n《港口工程樁基規(guī)范》(/r/nJTS167-4-2012/r/n);/r/n1/r/n6/r/n./r/n《2/r/n0kV/r/n及以下變電所設計規(guī)范》(/r/nGB50053-/r/n2013);/r/n1/r/n7/r/n./r/n《建筑物防雷設計規(guī)范》/r/nGB/r/n/r/n50057-/r/n2010(/r/n20/r/n10版);/r/n18/r/n./r/n《港口工程勞動安全衛(wèi)生設計規(guī)定》/r/n(TJ320-199/r/n7/r/n)/r/n;/r/n19/r/n./r/n《港口工程環(huán)境愛護設計規(guī)范》/r/n(JTS149-1-2007)/r/n;/r/n20/r/n./r/n《港口工程樁基動力檢測規(guī)程》(/r/nJTJ249-2001/r/n);/r/n2/r/n1/r/n./r/n《水運工程質量檢驗標準》(/r/nJTS257-2008/r/n);/r/n以及/r/n國家和地點政府頒布的有關技術法規(guī)和規(guī)范,其它/r/n相關/r/n現行行業(yè)技術標準/r/n等/r/n。/r/n1./r/n2/r/n、/r/n編制/r/n要緊內容/r/n內容要緊有/r/n:編制總講明/r/n、施工總體部署、/r/n施工現場平面布置圖、項目組織體系/r/n、/r/n施工進度打算、/r/n勞動力及資源配備、/r/n要緊分部分項工程施工方案、/r/n保證工程質量的技術措施/r/n、/r/n保證安全、文明生產的技/r/n術措施/r/n等/r/n。/r/n1./r/n3/r/n工程/r/n治理/r/n目標/r/n1/r/n./r/n3/r/n./r/n1/r/n質量目標:/r/n符合交通部《水運工程質量檢驗標準》(JTS257-2008)/r/n的規(guī)定/r/n,質量合格/r/n。/r/n1/r/n./r/n3/r/n.2/r/n、/r/n工程安全/r/n文明生產/r/n達到/r/n“/r/n四/r/n無/r/n”/r/n、/r/n“/r/n一杜絕/r/n”/r/n、/r/n“/r/n一達標/r/n”/r/n。/r/n“/r/n四無/r/n”/r/n為:無職工因工死亡,無重大交通責任事故,/r/n無火災事故,無重大機械設備事故。/r/n“/r/n一杜絕/r/n”/r/n即杜絕重傷事故,/r/n“/r/n一達標/r/n”/r/n為安全生產達國標。/r/n文明生產目標:本工程施工期實現/r/n“/r/n兩型五化/r/n”/r/n(安全文明型、衛(wèi)生環(huán)保型;硬化、凈化、美化、綠化、亮化)。/r/n1/r/n./r/n3/r/n.3/r/n本工程總工期為:/r/n滿足招標文件的要求,/r/n以監(jiān)理單位簽發(fā)的開工令日期為起點/r/n,共計/r/n18個月/r/n。/r/n1./r/n3/r/n./r/n4/r/n、/r/n環(huán)境愛護/r/n遵守國家環(huán)境愛護法律、法規(guī)和規(guī)章制度,做到水土不流失,施工不造成環(huán)境污染。/r/n1./r/n4/r/n、/r/n工程概況/r/n1./r/n4./r/n1/r/n、/r/n工程內容/r/n中國物流樟樹港河東港區(qū)五碼頭改擴建工程/r/n位于/r/n樟樹市贛江右岸緊鄰四碼頭下游,上距樟樹鐵路大橋右岸/r/n1.3km/r/n,下距梨園閘/r/n1.8km/r/n。/r/n中國物流樟樹港河東港區(qū)五碼頭改擴建工程/r/n貨運吞吐量:/r/n件雜貨/r/n381/r/n萬t/年;/r/n碼頭泊位數為/r/n1000/r/nt/r/n級泊位4個,設計代表船型為/r/n1000/r/nt級船舶/r/n,兼顧2000t級船舶/r/n。/r/n碼頭工程由前沿工作平臺、連接板和后方陸域等部分組成。/r/n碼頭的水工建筑物要緊有碼頭前方工作平臺的鋼筋砼樁基及其上部框架、/r/n連接前沿工作平臺和陸域之間的連接板、/r/n碼頭陸域堆場前沿擋土墻/r/n及其后回填/r/n、護坡等。/r/n碼頭前沿平臺為鋼筋混凝土現澆直立式框架整體結構。上部結構由現澆面板、橫梁、縱梁、軌道梁、立柱和聯系梁等組成?;A采納鋼筋砼灌注型嵌巖樁,樁端置于中風化巖層,并設承臺和地梁。/r/n碼頭前沿平臺與后方陸域之間設連接板連接,連接板采納鋼筋混凝土現澆。/r/n本工程面積約5.26萬平方米,后方/r/n陸域呈/r/n不規(guī)則條形/r/n,陸域縱深約/r/n65m/r/n~/r/n130m/r/n。/r/n按使用功能,港區(qū)陸域/r/n要緊/r/n為堆場區(qū)。/r/n堆場布置在碼頭正后方,散貨堆場設在港區(qū)南面,件雜貨堆場設置在碼頭正后方的臨江面,件雜貨堆場布置在鐵路線西側,堆場四周均布置港內道路,以便于車輛進出和調頭,道路環(huán)形布置。/r/n1./r/n4/r/n.2/r/n、/r/n工程地質/r/n、水文信息/r/n1、地質構造:/r/n本區(qū)域地質屬于第四系全新統(tǒng)贛江沖積層河床,地勢區(qū)域位于一凹岸處,接岸處修建了護坡,水域地勢高差較大,高差達/r/n7/r/nm/r/n依照本次鉆探資料,本次勘察鉆孔揭露的地層單元有二層,上部覆蓋的要緊為第四系全新統(tǒng)沖積層,下伏第三系沉積巖層,依照其成因時代、巖性特征及物理力學性質的差異、巖層的風化程度可劃分為5個工程地質層,為:1、粉細砂/r/n①/r/n;2、圓礫/r/n②/r/n;3、強風化泥質粉砂巖/r/n③/r/n;4、中風化泥質粉砂巖/r/n④/r/n、5、微風化泥質粉砂巖/r/n⑤/r/n。/r/n依照本次勘察及收集的有關資料,場地不存在采空區(qū)、地面沉降、斷裂等不良作用。/r/n2、地層巖性/r/n依照鉆探資料,本次勘察鉆孔揭露的地層單元有二層,上部覆蓋的要緊為第四系全新統(tǒng)沖積層,下伏第三系沉積巖層,現將各地層組份特征分述如下:/r/n1、粉細砂/r/n①/r/n大面積分布,要緊礦物成份為石英,淡黃色,飽和,稍密級配差,遇水容易飽和,土質較均勻,厚度1.0-4.9m。應注意較大面積范圍內粉砂中夾片石。沿剖面線/r/nⅡ/r/n附近有拋石。/r/n2、圓礫/r/n②/r/n全場分布,淺灰白色、灰黃色、灰褐色,飽和,稍密/r/n—/r/n中密,礫徑大于2mm顆粒含量約/r/n80/r/n%以上,礫徑2-20mm為主,礫徑自上而下變大,礫石含量也自上而下變大,級配良好,亞園狀,礦物成份以長石、石英為主,中、粗砂充填,厚度2.6-8.2/r/nm/r/n。圓礫的成份及密實程度不一要緊由因此采砂船采砂所致。/r/n3、強風化泥質粉砂巖/r/n③/r/n全場分布,淺紫紅色、青灰色,粉砂質結構,風化裂隙發(fā)育,裂面見鐵質銹斑,錘擊易碎,斷口面呈淡紅色,屬軟巖,巖體較破裂,未見溶蝕現象,差不多質量等級為/r/nⅤ/r/n級,屬強風化層。巖芯已風化成土狀、碎屑狀、圓餅狀、部分短柱狀,手易掰開及折斷,向下漸變?yōu)橹酗L化。厚度3.71-3.9/r/nm/r/n。/r/n4、中風化泥質粉砂巖/r/n④/r/n全場分布,灰黑色夾淺紫色,粉砂質結構,中厚層狀構造,風化裂隙不大發(fā)育,裂面見鐵質銹斑,巖體較堅硬,未見溶蝕現象,屬中風化層。巖芯已風化成短柱狀、柱狀。向下漸變?yōu)槲L化泥質粉砂巖,隨著深度的增加巖體慢慢變硬,厚度25.9-29.69/r/nm/r/n。/r/n5、、微風化泥質粉砂巖/r/n⑤/r/n全場分布,灰黑色,粉砂質結構,中厚層狀構造,風化裂隙不發(fā)育,裂面見鐵質銹斑,巖體較堅硬,未見溶蝕現象,屬微風化層。其碼頭鉆孔平面圖和剖面圖見圖1-1、1-2和1-3。/r/n3、水文地質/r/n工程區(qū)水文地質條件簡單,地表水要緊為/r/n贛/r/n江及其支流河水,/r/n贛江/r/n水位/r/n。/r/n4、不良地質/r/n依照勘察及收集的有關資料,場地不存在采空區(qū)、地面沉降、斷裂等不良作用。/r/n5、水文信息:/r/n樟樹市土沃水清,氣候和氣,四季分明,雨水充沛,日照充足,“夾岸桃花燕子飛,一江春雨鱖魚肥”是樟樹市魚米之鄉(xiāng)的寫照。隨著氣候和地形變化,熱量分布河西高于河東,山區(qū)低于平原;春夏之交和秋冬之交常出現三寒(春寒、五月寒、秋寒)天氣,全年日照總時刻為1893.7小時,年無霜期為259天,多年平均降雪天數為8.6天。多年年平均降雨量為/r/n1710.7mm/r/n。/r/n1./r/n5/r/n、/r/n對外交通條件/r/n中國物流樟樹港河東港區(qū)五碼頭改擴建工程/r/n位于/r/n樟樹市贛江右岸緊鄰四碼頭下游,上距樟樹鐵路大橋右岸/r/n1.3km/r/n,下距梨園閘/r/n1.8km/r/n。/r/n本工程位于樟樹市區(qū),地區(qū)砂、石料十分豐富,碼頭道路與堤后市政道路連接,交通方便,具備施工條件。/r/n1./r/n6/r/n、/r/n施工場地及水電條件/r/n工程范圍內的臨時施工區(qū)域征地/r/n由業(yè)主統(tǒng)一辦理。項目部臨時辦公生活區(qū),在發(fā)包人提供的/r/n場/r/n地布置,其布置經發(fā)包人和監(jiān)理人的同意。/r/n生活/r/n用水/r/n從/r/n周邊市政/r/n管線上接入/r/n,裝表計量/r/n、/r/n付費/r/n;/r/n生產用水采納/r/n江水/r/n,在/r/n江內安裝一臺水泵,通過管道引到拌和站和預制場,拌和站內設置沉淀水池和清水池各一座/r/n。/r/n施工用電采納/r/n從業(yè)主指定的碼頭電源點接電/r/n,/r/n另外/r/n現場/r/n配備/r/n一臺/r/n15/r/n0kw、/r/n1/r/n臺/r/n6/r/n0kw/r/n發(fā)電機/r/n作為備用電源/r/n,滿足現場施工用電。/r/n1./r/n8/r/n/r/n/r/n施工的重點和難點/r/n本工程的施工難點要緊是碼頭平臺及引橋的樁基施工,由于碼頭前沿較靠近主航道,水上施工難度增加,應選擇有豐富施工經驗的隊伍選擇枯水期完成樁基施工。/r/n第/r/n二/r/n章、施工總平面布置/r/n施工現場周圍交通四通八達,施工船舶、建材運輸等均通過河道進場,人員、材料及機械均可通過現有道路到達施工現場。施工現場臨時設施搭建在施工現場附近。施工用水/r/n采納/r/n江水。/r/n施工用電從業(yè)主在碼頭上設置的電源點接入/r/n,/r/n同時配備1臺/r/n15/r/n0/r/nKW/r/n、/r/n1/r/n臺/r/n5/r/n0KW/r/n柴油發(fā)電機作為備用電源/r/n的方案/r/n。/r/n2/r/n.1、施工總平面布置原則/r/n1、總體布置原則/r/n以滿足工程施工需要、/r/n符合創(chuàng)建文明建設工地為前提,充分利用現有對外交通和當地施工資源等自然條件,綜合考慮本工程規(guī)模、施工方案、工期、造價等因素,按照招標文件要求,因地制、因時制、本著有利施工、方便生活、易于治理、安全可靠、經濟合理地規(guī)劃生產生活區(qū)、現場交通道路、供電供水、堆場等。/r/n2、具體施工平面布置原則為:/r/n(1)在滿足施工的條件下,盡量節(jié)約施工用地。/r/n(2)在保證場內交通運輸通暢和滿足設備、材料對施工道路要求的前提下,最大限度地減少場地內運輸,特不是減少二次搬運,做好土方挖填平衡。/r/n2/r/n./r/n2/r/n、項目部辦公生活區(qū)和生產加工區(qū)/r/n(/r/n1/r/n)/r/n、辦公、生活生活區(qū)/r/n項目部臨時辦公/r/n區(qū)/r/n、生活區(qū)布置在后方陸域上游側的規(guī)劃的綠化區(qū)內,不予陸域場地施工相沖突/r/n。/r/n辦公治理用房、生活用房如下表:/r/n辦公及生活用房一覽表/r/n序號/r/n名稱/r/n單位/r/n數量/r/n平面尺寸/r/n(m)/r/n面積/r/n(m/r/n2/r/n)/r/n備注/r/n一/r/n辦公治理用房/r/n/r/n/r/n/r/n/r/n/r/n1/r/n辦公室/r/n間/r/n9/r/n3.6×6.0/r/n194/r/n彩板房/r/n2/r/n會議室/r/n間/r/n1/r/n8×6.0/r/n48/r/n3/r/n試驗室/r/n間/r/n1/r/n6×6.0/r/n36/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n二/r/n生活用房/r/n/r/n/r/n/r/n/r/n/r/n1/r/n職工宿舍/r/n間/r/n10/r/n3.6×6.0/r/n216/r/n彩板房/r/n/r/n2/r/n勞務作業(yè)人員宿舍/r/n間/r/n30/r/n3.6×6.0/r/n648/r/n3/r/n食堂/r/n間/r/n2/r/n3.6×6.0/r/n43/r/n4/r/n活動室/r/n間/r/n1/r/n3.6×6.0/r/n43/r/n5/r/n洗浴間/r/n間/r/n2/r/n/r/n36/r/n6/r/n衛(wèi)生間/r/n間/r/n2/r/n18*6/r/n108/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n合計/r/n/r/n/r/n/r/n1373/r/n/r/n通訊與辦公/r/n:/r/n配置/r/n固定/r/n電話、傳真機與外部聯系/r/n,網絡光纜通到工地/r/n;內部通訊每個施工地點均采納/r/n對講/r/n機,形成生產指揮通訊系統(tǒng)。/r/n配備電腦/r/n6臺/r/n、激光打印/r/n復印一體/r/n機/r/n1/r/n臺,用于工程技術文件、施工資料、各類報表的編制、打印、整理、統(tǒng)計。/r/n(2)/r/n、生產加工區(qū)/r/n1)模板、鋼筋加工場/r/n模板加工場布置在/r/n后方陸域/r/n。鋼筋場分兩塊布置,/r/n一處布置在后方陸域,與木工場附近,另一處作為樁基鋼筋籠的加工場地,布置在靠近樁基施工的河灘地上/r/n。/r/n柱/r/n鋼模板的制作由鋼結構生產廠加工,木模配制在現場加工,現場加工場同時還承擔模板拆卸后儲存、整修和涂隔離劑,以及零配件的儲存與整修。木工場設/r/n2/r/n臺木工刨床及圓鋸機各1臺。木工場地/r/n占地/r/n面積/r/n9/r/n00m/r/n2/r/n,其中木工/r/n棚/r/n3間/r/n200/r/nm/r/n2/r/n。/r/n木工場采納碎石地面。/r/n鋼筋加工場:各施工段設冷拉場、電焊間、配料彎制間,布置拉伸機一臺、彎曲機/r/n2/r/n臺、切斷機/r/n2/r/n臺,鋼筋閃光對焊機/r/n2/r/n臺。原材料堆場和成品堆場,設/r/n0.3m/r/n高/r/n墩/r/n架空堆放并覆蓋,插標簽分規(guī)格存儲。鋼筋場/r/n占地/r/n面積/r/n12/r/n6/r/n0m/r/n2/r/n,/r/n采納碎石地面,/r/n設置鋼筋棚/r/n3/r/n00/r/nm/r/n2/r/n,用于焊接/r/n、/r/n加工鋼筋等/r/n。/r/n鋼構件/r/n加/r/n工/r/n場占地面積/r/n面積/r/n2/r/n00/r/nm/r/n2/r/n,場內/r/n用10cm砼/r/n硬化處理,布置加工房2間/r/n6/r/n0m/r/n2/r/n,布置在鋼筋加工場邊。/r/n生產用房如下表:/r/n生產用房一覽表/r/n序號/r/n名稱/r/n占地面積/r/n(m)/r/n房屋/r/n面積/r/n(m/r/n2/r/n)/r/n備注/r/n1/r/n木工房/r/n900/r/n200/r/n鋼管搭設/r/n2/r/n鋼筋房/r/n1260/r/n300/r/n鋼管搭設/r/n3/r/n綜合倉庫/r/n120/r/n100/r/n彩板房/r/n4/r/n鋼構件加工場/r/n200/r/n60/r/n鋼管搭設/r/n5/r/n發(fā)電機房/r/n10/r/n67/r/n彩板房/r/n6/r/n值班室/r/n6/r/n彩板房/r/n/r/n7/r/n預制場/r/n/r/n3000/r/n/r/n150/r/n/r/n鋼管搭設/r/n/r/n/r/n/r/n/r/n/r/n2/r/n./r/n3/r/n、施工道路與供水供電講明/r/n2/r/n./r/n3/r/n.1施工道路/r/n1、進場道路/r/n進場道路利用/r/n已有的3條/r/n港內/r/n道路,/r/n進行硬化后能夠滿足使用要求,同時/r/n修建連接/r/n到個/r/n施工區(qū)域的施工便道。/r/n2、場內便道/r/n沿上游通往江邊的港內道路在靠近前沿框架的地點修建一條上下游方向的施工便道,/r/n便道寬5m,/r/n便道基礎為1m厚砂卵石,下/r/n部為/r/n4/r/n0cm塊石,面層填筑20cm/r/n級配/r/n碎石/r/n。/r/n2/r/n./r/n3/r/n.2施工供水/r/n生活用水接自附近自來水管網,用φ25PVC軟管分不引至廚房、浴室、廁所、各盥洗點,安表計量,按月付費。/r/n生產用水利用江水,但必通過水質化驗后使用。生產用水要緊是砼拌和用水,在拌和機旁設/r/n蓄水池和沉淀池各一座/r/n,用水泵從江中取水,在水管出水口設置必要的過濾和沉淀裝置。/r/n2/r/n.3/r/n施工用電/r/n1、系統(tǒng)電源/r/n從/r/n業(yè)主提供的/r/n施工/r/n電源點接入/r/n,/r/n靠近施工集中用電負荷的地點/r/n設置配電房,然后從配電房利用/r/n架空線/r/n(或埋地線)/r/n引入生產、辦公和生活區(qū)/r/n,每月按0.75元/kw.h固定不變電價繳納電費,如實際電價超出0.75元/kw.h,超出價差產生的電費由發(fā)包人負責。/r/n2、自發(fā)電源/r/n為保證生產用電/r/n,/r/n減少突然停電對生產的/r/n阻礙,現場配置/r/n1/r/n臺/r/n15/r/n0kw/r/n和/r/n1/r/n臺60/r/nkw/r/n發(fā)電機組作為生產備用電源。/r/n以上總體施工部署見附圖:/r/n施工總平面布置圖/r/n。/r/n第/r/n三/r/n章、施工總進度打算及工期保證措施/r/n3/r/n.1、施工進度安排原則/r/n3/r/n.1.1/r/n3/r/n.1.2/r/n3/r/n.1.3/r/n3/r/n.2、工期目標與操縱性工期/r/n3/r/n.2.1/r/n、本工程總工期要求為:/r/n18個月/r/n。/r/n2017/r/n年/r/n7/r/n月/r/n1/r/n日開工/r/n,具體開工時刻依照中標后簽訂合同確定/r/n3/r/n.3、施工的總體布署/r/n3/r/n.3.1/r/n、/r/n筑島/r/n施工/r/n及港池開挖/r/n筑島土方采納從后方陸域的開挖區(qū)取土,/r/n考慮江水對土方沖刷嚴峻,島外側臨水坡面/r/n采納/r/n0.5m厚/r/n塊/r/n石/r/n護坡/r/n,坡比1:2。/r/n/r/n港池開挖:采納挖泥船挖,泥駁船運至甲業(yè)主指定地點。/r/n/r/n3/r/n.3.2、/r/n鉆孔灌注樁施工/r/n采納/r/n旋挖/r/n鉆機鉆孔,泥漿護壁,二次清孔后吊放鋼筋籠,/r/n澆筑/r/n水下砼。樁身砼達到/r/n2.5MPa/r/n后,用人工鑿除樁頂軟弱松散砼層。/r/n3/r/n.3.3/r/n、/r/n灌注樁施工完成后,進行承臺施工/r/n、地梁施工,/r/n承臺及地梁施工完成后,進行上部框架施工/r/n。/r/n上部/r/n結構包括一層框架,二層靠船平臺走道板。/r/n框架和混凝土板施工時及靠船面等要及時進行軌道等相關埋件的安裝。/r/n柱模采納定型鋼模板,/r/n承臺/r/n、地梁、/r/n系梁采納15mm/r/n厚竹膠板/r/n。/r/n3/r/n.4、施工總進度打算/r/n橫道/r/n圖/r/n詳見附/r/n表/r/n施工總進度打算橫道圖。/r/n3/r/n.5、對工程進度操縱的治理措施/r/n3/r/n.5.1/r/n編制本工程施工總進度打算,同時以總工期為依據,編制工程進度分時期實施打算,包括施工預備打算、勞動力進度打算、施工材料設備機具進場打算。/r/n關鍵過程或專門過程編制相的施工進度打算,制定相節(jié)點,編制節(jié)點操縱打算。同時編制施工節(jié)點實施細則,明確搭接和流水的節(jié)拍。/r/n3/r/n.5.2/r/n審核進度打算,季度打算,月打算,按照已制定的施工進度打算進行實施。/r/n項目部每周定期召開一次協(xié)調會,協(xié)調會生產過程中發(fā)生的矛盾和存在的問題,按每周施工進度要求檢查完成情況,并布置下周施工生產進度。/r/n治理人員在施工高峰時,每日施工結束前,召開一次碰頭會,協(xié)商解決當天生產過程中和第二天生產中將會發(fā)生的問題。/r/n依照施工現場實際情況,及時修改和調整施工進度,并定期向業(yè)主、監(jiān)理和設計單位通報工程施工進展情況。/r/n3/r/n.5.3/r/n依照施工進度打算,及時組織有關部門進行分項施工驗收。定期整理有關工程施工進度的資料,進行匯總編目,建立相的檔案。加強工程項目竣工驗收治理。/r/n3/r/n.6、工期保證措施/r/n3/r/n.6.1/r/n項目部設置專人,在業(yè)主統(tǒng)一領導下,主動積極與地點建立聯系,得到支持/r/n。/r/n加強自身人員的治理,并依照現場情況,對有可能阻礙工程進度的因素進行預控,把干擾減少到最低程度,制造良好的施工環(huán)境。/r/n3/r/n.6./r/n由施工打算科依照監(jiān)理工程師批準的總體進度打算編制時期性以及月、旬施工進度打算,重要的關鍵項目還編制作業(yè)指導書,并據此指導協(xié)助各作業(yè)層(組、班、隊)編好月旬打算。在此基礎上開好每天下午的調度會議,加大打算的修訂和執(zhí)行的力度,切實做到以日保旬,以旬保月,以分/r/n部/r/n保整體。/r/n3/r/n.6./r/n技術上:以項目總工程師為核心,把技術優(yōu)先、優(yōu)化置于施工方案的首位。/r/n制度上:項目部按照總公司ISO9002認證標準,以操縱19個要素為中心,建立強有力的現場施工技術組織,與業(yè)主、監(jiān)理工程師、設計相溝通,協(xié)調。首先,作好施工圖紙會審,編制施工時期的具體施工組織設計,下達作業(yè)指導書,進行技術交底,抓好方案實施前的各關鍵環(huán)節(jié)。其次,要按批準的技術方案,認真做好現場實施工作,明確各級責任制,以確保不出現技術方案性的失誤,杜絕因技術方案不當引起的停工、返工。/r/n3/r/n.6./r/n針對本工程,依照施工方案,及時配足人、財、物。在工程實施中,只要工地施工需要或業(yè)主、監(jiān)理工程師提出要求,我單位將在極短時刻內調度到位。/r/n3/r/n.6./r/n本項目部為一級項目部,項目部自主開戶,??顚S?,使工程施工有充足的資金保證,必要時由總公司協(xié)調解決資金支持。/r/n第/r/n四/r/n章、施工組織機構/r/n4/r/n.1、項目部治理機構設置/r/n為確保工程的工期、質量、安全生產和文明施工等各項成果目標的實現,項目經理部下設質量質量安全科、/r/n施工打算/r/n科、/r/n財務核算/r/n科、/r/n設備器材/r/n科、/r/n綜合辦公室/r/n職能部門,項目部在現場對施工進行全方位治理。/r/n中國物流樟樹港河東港區(qū)五碼頭改擴建工程/r/n中國物流樟樹港河東港區(qū)五碼頭改擴建工程/r/n工程項目部/r/n項目經理/r/n項目經理/r/n總工程師/r/n經濟師/r/n項目副經理/r/n總工程師/r/n經濟師/r/n項目副經理/r/n綜合辦公室/r/n設備器材科/r/n質量安全科/r/n施工打算科/r/n財務核算科/r/n綜合辦公室/r/n設備器材科/r/n質量安全科/r/n施工打算科/r/n財務核算科/r/n行政/r/n/r/n人勞/r/n培訓/r/n/r/n行政/r/n/r/n人勞/r/n培訓/r/n/r/n經營/r/n設備/r/n/r/n計量/r/n/r/n材料/r/n質保/r/n/r/n質控/r/n/r/n試驗/r/n打算/r/n/r/n調度/r/n技術文件/r/n統(tǒng)計核算/r/n合同治理/r/n砼構件預制組/r/n灌注樁/r/n組/r/n碎石樁組/r/n土方/r/n組/r/n金/r/n結安裝組/r/n水電安裝/r/n組/r/n強夯/r/n組/r/n砌/r/n砼構件預制組/r/n灌注樁/r/n組/r/n碎石樁組/r/n土方/r/n組/r/n金/r/n結安裝組/r/n水電安裝/r/n組/r/n強夯/r/n組/r/n砌/r/n筑/r/n組/r/n混凝土組/r/n鋼筋組/r/n模板組/r/n降排水組/r/n測/r/n量/r/n組/r/n項目/r/n組織/r/n體系圖/r/n4/r/n.2、各部門治理人員職責分工/r/n項目部各部門職責/r/n部門名稱/r/n職能職責/r/n項目經理/r/n主持項目經理部的全面工作,全面履行合同內容,對發(fā)包人、監(jiān)理及工程負責。/r/n項目總工/r/n分管全面的技術、質量治理工作,有效推行ISO9001系列標準,操縱并保證施工中各環(huán)節(jié)及相互工作質量,對項目經理負責。/r/n項目副經理/r/n分管工程進度、打算、施工、人財物的調配及各部門的協(xié)調指揮,對項目經理負責。/r/n項目副經理/r/n分管機電安裝工程進度、打算、施工、機電安裝人財物的調配及各部門的協(xié)調指揮,對項目經理負責。/r/n施工打算科/r/n編制與調整施工打算及施工組織設計,進行工程現場測量,施工進度操縱,協(xié)助項目經理進行現場工作及勞動力、機械設備、材料的調配工作,對項目經理、副經理、總工程師負責。/r/n質量/r/n、/r/n安全科/r/n制定質量治理目標和措施以及各工序的質量/r/n、安全/r/n標準,并進行技術/r/n、安全/r/n交底,具體落實ISO9001質量體系/r/n、/r/nISO/r/n14/r/n001/r/n文件內容,配合發(fā)包人、監(jiān)理人對工程質量/r/n、安全/r/n進行全面檢查操縱,對項目經理、總工程師負責。/r/n財務核算科/r/n負責工程財務治理及工程計量,工程統(tǒng)計工程預決算工作,對項目經理負責。/r/n設備器材科/r/n負責工程施工所需材料的采購、供、儲存保管及機械設備的調配、使用、維修、保養(yǎng)、對項目經理負責。/r/n綜合辦公室/r/n負責行政治理,公共地點關系協(xié)調、安全保衛(wèi)、宣傳教育、檔案治理等工作,對項目經理負責。/r/n試驗室/r/n負責各種原材料的檢驗,施工過程中的質量檢驗及質量操縱、質檢資料的收集整理,對項目總工程師負責。/r/n第/r/n五/r/n章/r/n/r/n/r/n要緊施工/r/n設備/r/n、/r/n試驗和檢測儀器、/r/n勞動力/r/n打算、/r/n臨時用地打算/r/n5/r/n.1/r/n/r/n要緊施工設備/r/n/r/n/r/n要緊施工設備表/r/n序號/r/n設備名稱/r/n型號/r/n規(guī)格/r/n/r/n數量/r/n國不/r/n產地/r/n/r/n制造/r/n年份/r/n/r/n額定/r/n功率/r/n(kW)/r/n生產/r/n能力/r/n/r/n用于施/r/n工部位/r/n/r/n備注/r/n1/r/n挖掘機/r/n日立240/r/n2/r/n臺/r/n20/r/n12/r/n132/r/n800m/r/n3/r/n施工配合/r/n/r/n2/r/n挖泥船/r/n1/r/n艘/r/n20/r/n14/r/n220/r/n/r/n港池/r/n開挖/r/n/r/n3/r/n泥駁船/r/n200m/r/n1艘/r/n20/r/n12/r/n120/r/n港池開挖/r/n4/r/n推土機/r/n162kw/r/n2/r/n20/r/n13/r/n162/r/n/r/n/r/n/r/n5/r/n裝載機/r/nZ30/r/n2/r/n2/r/n015/r/n/r/n/r/n/r/n/r/n6/r/n鋼輪壓路機/r/nYZ-20/r/n2/r/n20/r/n16/r/n123.5/r/n/r/n壓實/r/n/r/n7/r/n膠輪壓路機/r/n25t/r/n2/r/n20/r/n12/r/n瀝青路面/r/n8/r/n灑水車/r/n6t/r/n1/r/n20/r/n13/r/n/r/n/r/n灑水/r/n/r/n9/r/n自卸車/r/n27t/r/n10/r/n20/r/n12/r/n/r/n200m/r/n3/r/n運輸/r/n/r/n10/r/n民船/r/n1t/r/n1艘/r/n201/r/n1/r/n/r/n/r/n水上測量等/r/n/r/n11/r/n發(fā)電機/r/n/r/n2臺/r/n20/r/n12/r/n150,60/r/n/r/n施工備用/r/n/r/n12/r/n旋挖鉆機/r/n三一SR285/r/nRC8/r/n8/r/n20/r/n14/r/n65/r/n樁施工/r/n二枯時15臺/r/n13/r/n履帶吊/r/nQUY50/r/n1臺/r/n20/r/n10/r/n/r/n50t/r/n鋼結構廠房/r/n/r/n14/r/n汽車吊/r/nQ18/r/n4/r/n臺/r/n20/r/n15/r/n/r/n/r/n鋼結構廠房/r/n/r/n15/r/n貨車/r/n五十鈴/r/n1輛/r/n20/r/n14/r/n/r/n6座/1.25t/r/n小型運輸/r/n/r/n16/r/n交通車/r/n轎車/r/n1輛/r/n20/r/n13/r/n/r/n/r/n人員交通/r/n/r/n17/r/n對焊機/r/nUN1-100/r/n2臺/r/n20/r/n12/r/n100/r/n/r/n鋼筋焊接/r/n/r/n18/r/n電焊機/r/nAX-30/r/n6臺/r/n20/r/n11/r/n30/r/n/r/n焊接/r/n/r/n19/r/n彎曲機/r/nGW6-40/r/n2臺/r/n20/r/n13/r/n15/r/n/r/n鋼筋彎曲/r/n/r/n20/r/n切斷機/r/nGQ/r/n-40A/r/n/r/n2臺/r/n20/r/n14/r/n7.5/r/n/r/n鋼筋切割/r/n/r/n21/r/n鋼筋直螺紋剝肋機/r/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n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n5/r/n木工/r/n80/r/n80/r/n80/r/n40/r/n40/r/n40/r/n40/r/n40/r/n40/r/n40/r/n40/r/n40/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n砼工/r/n60/r/n60/r/n60/r/n40/r/n40/r/n40/r/n40/r/n40/r/n40/r/n40/r/n40/r/n40/r/n10/r/n10/r/n10/r/n10/r/n10/r/n10/r/n10/r/n10/r/n鋼筋工/r/n120/r/n120/r/n120/r/n50/r/n50/r/n50/r/n50/r/n50/r/n50/r/n50/r/n50/r/n50/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n鉆機操作工/r/n78/r/n78/r/n/r/n/r/n/r/n/r/n/r/n10/r/n10/r/n10/r/n10/r/n10/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n水電安裝工/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n機械操作工/r/n30/r/n30/r/n30/r/n45/r/n45/r/n45/r/n45/r/n45/r/n45/r/n45/r/n45/r/n45/r/n45/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n砌筑工/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n20/r/n普工/r/n40/r/n40/r/n40/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n20/r/n機修工/r/n5/r/n5/r/n5/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n2/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n/r/n月度總人數/r/n440/r/n440/r/n362/r/n224/r/n224/r/n224/r/n224/r/n234/r/n234/r/n234/r/n234/r/n232/r/n144/r/n137/r/n137/r/n137/r/n137/r/n137/r/n137/r/n157/r/n臨時用地/r/n/r/n臨時用地表/r/n用途/r/n面積(/r/nm2/r/n)/r/n位置/r/n需用/r/n時刻/r/n一、臨時工程/r/n1、道路/r/n2000/r/n陸域、前/r/n沿碼頭/r/n灘地/r/n201/r/n7/r/n./r/n7/r/n~/r/n201/r/n8/r/n./r/n12/r/n2/r/n、鋼筋場/r/n1260/r/n陸域/r/n2017.7~201/r/n8/r/n./r/n12/r/n3/r/n、木工場/r/n900/r/n陸域/r/n2017.7~201/r/n8/r/n./r/n12/r/n二、生產及生活臨時設施/r/n1、住房用地/r/n1600/r/n陸域/r/n2017.7~201/r/n8/r/n./r/n12/r/n2、辦公用房用地/r/n10/r/n00/r/n陸域/r/n2017.7~201/r/n8/r/n./r/n12/r/n3、倉庫用地/r/n120/r/n陸域/r/n2017.7~201/r/n8/r/n./r/n12/r/n第/r/n六/r/n章/r/n、/r/n分部分項工程施工技術方案/r/n6/r/n.1、/r/n主體工程施工方法和施工流程/r/n6/r/n.1.1/r/n、/r/n施工流程/r/n測量放線/r/n→/r/n/r/n筑島/r/n施工/r/n/r/n→/r/n灌注/r/n樁/r/n樁/r/n基施工/r/n→/r/n樁承臺及縱橫梁/r/n→/r/n上部柱及聯系粱施工/r/n→/r/n面板/r/n施工/r/n。/r/n6/r/n.1.2/r/n、/r/n施工方法/r/n1、/r/n筑島/r/n依照水位信息資料結合本工程的結構特點,筑島高程/r/n31.5/r/nm/r/n,/r/n由于/r/n江水對土方沖刷嚴峻,島外側臨水坡面/r/n采納/r/n塊/r/n石/r/n護坡/r/n,坡比1:2。/r/n填土寬度按A軸頂板向外/r/n5/r/nm/r/n。/r/n2、/r/n樁基施工/r/n(1)/r/n筑島施工/r/n完成后,/r/n進行測量放線,準確放出每個樁位軸線,報監(jiān)理復核驗收,/r/n方/r/n可進行灌注樁施工。/r/n(2)采納/r/n旋挖/r/n鉆機鉆孔,泥漿護壁,清孔/r/n,/r/n吊放鋼筋籠/r/n,/r/n使沉渣厚度小于50mm/r/n后,/r/n澆筑/r/n水下砼。/r/n(/r/n3/r/n)樁身砼強度達到/r/n2.5MPa/r/n后,用人工鑿除樁頂軟弱松散砼層。/r/n3、承臺及上部框架施工/r/n(1)灌注樁施工完成后,進行承臺施工。承臺及地梁/r/n底模采納地模,/r/n在夯實地面上施工完成/r/n;側模采納覆膜竹膠板/r/n。/r/n(2)承臺及地梁施工完成后,進行上部框架/r/n(系梁、柱)/r/n施工。/r/n(3)最上層框架和混凝土/r/n面/r/n板施工時要/r/n同步/r/n進行軌道等相關埋件的安裝。/r/n4/r/n、/r/n陸域/r/n施工/r/n包括前沿擋墻、陸域土石方、堆場內場地路面和水電安裝、金屬結構制作安裝,采取與前沿平臺同時施工。/r/n(/r/n1)/r/n預埋/r/n件施工與/r/n結構施工同步進行/r/n。/r/n(/r/n2/r/n)預制鋼筋砼構件及/r/n小型/r/n鋼/r/n構件/r/n的制作/r/n在現場完成/r/n。/r/n(/r/n3)工藝設備及水電安裝,在水工建筑物完/r/n成/r/n后進行/r/n,但要保證預埋件在前期結構施工時保持同步/r/n。/r/n6/r/n./r/n2/r/n、/r/n施工測量及觀測施工方案/r/n6/r/n./r/n2.1/r/n、/r/n測/r/n量預備工作/r/n1/r/n、/r/n測量放樣依據/r/n⑴/r/n設計/r/n提供的/r/n操縱/r/n坐標及水準點。/r/n/r/n⑵設計院提供的施工圖紙。/r/n⑶/r/n測量規(guī)范及標準/r/n;/r/n《水運工程測量規(guī)范》(JTJ203-/r/n2001/r/n)/r/n水/r/n運/r/n工程質量檢驗評定標準及有關規(guī)范。/r/n2/r/n、/r/n測量人員組織/r/n項目部成/r/n立專門測量放樣小組/r/n。/r/n操縱測量依照工程各部位特點由專職測量隊員實施,并/r/n同步/r/n做好有關記錄。/r/n3/r/n、/r/n測量器具配備見表/r/n2/r/n-1/r/n表/r/n2/r/n-1測量儀器設備表/r/n名稱/r/n規(guī)格型號/r/n數量/r/n精度/r/n備注/r/n全站儀/r/nNTS-3/r/n12B/r/

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