码头工程施工组织设计概述

PAGE/r/n270/r/n//r/nNUMPAGES/r/n271/r/n中国物流樟树港河东港区五码头/r/n改扩建工程/r/n施/r/n工/r/n组/r/n织/r/n设/r/n计/r/n201/r/n7年/r/n4月24日/r/n目录/r/nTOC\o"1-2"\n\h\z\u/r/n/r/n/r/n/r/n第一章、编制总讲明/r/n/r/n/r/n/r/n1.1/r/n、编制依据/r/n/r/n/r/n/r/n1.2/r/n、编制要紧内容/r/n/r/n/r/n/r/n1.3/r/n工程治理目标/r/n/r/n/r/n/r/n1.4/r/n、工程概况/r/n/r/n/r/n/r/n1.5/r/n、对外交通条件/r/n/r/n/r/n/r/n1.6/r/n、施工场地及水电条件/r/n/r/n/r/n/r/n1.7/r/n/r/n施工的重点和难点/r/n/r/n/r/n/r/n第二章、施工总平面布置/r/n/r/n/r/n/r/n2.1/r/n、施工总平面布置原则/r/n/r/n/r/n/r/n2.2/r/n、项目部办公生活区和生产加工区/r/n/r/n/r/n/r/n2.3/r/n、施工道路与供水供电讲明/r/n/r/n/r/n/r/n第三章、施工总进度打算及工期保证措施/r/n/r/n/r/n/r/n3.1/r/n、施工进度安排原则/r/n/r/n/r/n/r/n3.2/r/n、工期目标与操纵性工期/r/n/r/n/r/n/r/n3.3/r/n、施工的总体布署/r/n/r/n/r/n/r/n3.4/r/n、施工总进度打算横道图/r/n/r/n/r/n/r/n3.5/r/n、对工程进度操纵的治理措施/r/n/r/n/r/n/r/n3.6/r/n、工期保证措施/r/n/r/n/r/n/r/n第四章、施工组织机构/r/n/r/n/r/n/r/n4.1/r/n、项目部治理机构设置/r/n/r/n/r/n/r/n4.2/r/n、各部门治理人员职责分工/r/n/r/n/r/n/r/n第五章/r/n/r/n要紧施工设备、试验和检测仪器、劳动力打算、临时用地打算/r/n/r/n/r/n/r/n5.1/r/n要紧施工设备/r/n/r/n/r/n/r/n5.2/r/n配备的试验和检测仪器设备/r/n/r/n/r/n/r/n5.3/r/n劳动力打算/r/n/r/n/r/n/r/n5.4/r/n /r/n临时用地/r/n/r/n/r/n/r/n第六章、分部分项工程施工技术方案/r/n/r/n/r/n/r/n6.1/r/n、主体工程施工方法和施工流程/r/n/r/n/r/n/r/n6.2/r/n、施工测量及观测施工方案/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、筑岛施工方案/r/n/r/n/r/n/r/n6.5/r/n、钻孔灌注桩施工方案/r/n/r/n/r/n/r/n6.6/r/n、护岸工程施工方案/r/n/r/n/r/n/r/n6.7/r/n、钢筋混凝土总体施工/r/n/r/n/r/n/r/n6.8/r/n、上部结构施工/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、堆场工程施工方案/r/n/r/n/r/n/r/n6.11/r/n、给排水及消防工程、供电设施管道、检查井施工方案/r/n/r/n/r/n/r/n6.12/r/n、/r/n钢结构施工方/r/n案/r/n/r/n/r/n/r/n6.13/r/n、附属设施施工/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、工程施工质量保证措施/r/n/r/n/r/n/r/n7.1/r/n、质量操纵目标/r/n/r/n/r/n/r/n7.2/r/n、质量治理体系/r/n/r/n/r/n/r/n7.3/r/n、质量治理制度/r/n/r/n/r/n/r/n第八章/r/n/r/n安全生产文明施工措施/r/n/r/n/r/n/r/n8.1/r/n安全生产、文明施工的目标/r/n/r/n/r/n/r/n8.2/r/n安全组织治理体系/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安全爱护措施/r/n/r/n/r/n/r/n8.5/r/n治安保卫/r/n/r/n/r/n/r/n8.6/r/n应急救援预案/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环境爱护措施/r/n/r/n/r/n/r/n9.1/r/n、施工人员健康爱护/r/n/r/n/r/n/r/n9.2/r/n、大气环境和声环境爱护/r/n/r/n/r/n/r/n9.3/r/n、防止和减轻水质污染/r/n/r/n/r/n/r/n9.4/r/n、工地卫生/r/n/r/n/r/n/r/n9.5/r/n、施工建筑垃圾等固体废弃物处理/r/n/r/n/r/n/r/n9.6/r/n、完工后现场清理处理/r/n/r/n/r/n/r/n9.7/r/n、水土保持、弃渣场防护和弃渣处理/r/n第一章/r/n、/r/n编制/r/n总讲明/r/n1.1/r/n、/r/n编制依据/r/n（/r/n1/r/n）/r/n中国物流樟树港河东港区五码头改扩建工程/r/n施工招标文件及补遗文件；/r/n（2）/r/n相关技术标准和规范/r/n包括/r/n（/r/n不限于以下规范和标准/r/n）：/r/n1./r/n《水运工程施工图文件编制规定》（/r/nJTS110-7-2013/r/n）；/r/n2./r/n《内河通航标准》（/r/nGB50139-2014/r/n）；/r/n3./r/n《内河助航标志》（/r/nGB5863-1993/r/n）；/r/n4/r/n./r/n交通部/r/n1996/r/n年第/r/n2/r/n号令《内河航标治理方法》；/r/n5/r/n./r/n《河港工程总体设计规范》（/r/nJTJ212-2006/r/n）；/r/n6/r/n./r/n《港口岩土工程勘察规范》（/r/nJTS133-1-2010/r/n）；/r/n7/r/n./r/n《内河航运工程水文规范》（/r/nJT/r/nS/r/n/r/n145-1/r/n-20/r/n11）；/r/n8/r/n./r/n《内河航道维护技术规范》（/r/nJTJ287/r/n－/r/n2005/r/n）；/r/n9/r/n./r/n《港口工程荷载规范》（/r/nJTS144-1-2010/r/n）；/r/n1/r/n0/r/n./r/n《水运工程混凝土结构设计规范》（/r/nJTS151-2011/r/n）；/r/n1/r/n1/r/n./r/n《港口及航道护岸工程设计与施工规范》（/r/nJTJ300-2000/r/n）；/r/n1/r/n2/r/n./r/n《码头附属设施技术规范》（/r/nJTJ297-2001/r/n）；/r/n1/r/n3/r/n./r/n《水运工程抗震设计规范》（/r/nJT/r/nS/r/n/r/n146/r/n-/r/n2012）；/r/n1/r/n4/r/n./r/n《港口工程地基规范》（/r/nJTS147-2-2010/r/n）；/r/n1/r/n5/r/n./r/n《港口工程桩基规范》（/r/nJTS167-4-2012/r/n）；/r/n1/r/n6/r/n./r/n《2/r/n0kV/r/n及以下变电所设计规范》（/r/nGB50053-/r/n2013）；/r/n1/r/n7/r/n./r/n《建筑物防雷设计规范》/r/nGB/r/n/r/n50057-/r/n2010（/r/n20/r/n10版）；/r/n18/r/n./r/n《港口工程劳动安全卫生设计规定》/r/n(TJ320-199/r/n7/r/n)/r/n；/r/n19/r/n./r/n《港口工程环境爱护设计规范》/r/n(JTS149-1-2007)/r/n；/r/n20/r/n./r/n《港口工程桩基动力检测规程》（/r/nJTJ249-2001/r/n）；/r/n2/r/n1/r/n./r/n《水运工程质量检验标准》（/r/nJTS257-2008/r/n）；/r/n以及/r/n国家和地点政府颁布的有关技术法规和规范，其它/r/n相关/r/n现行行业技术标准/r/n等/r/n。/r/n1./r/n2/r/n、/r/n编制/r/n要紧内容/r/n内容要紧有/r/n：编制总讲明/r/n、施工总体部署、/r/n施工现场平面布置图、项目组织体系/r/n、/r/n施工进度打算、/r/n劳动力及资源配备、/r/n要紧分部分项工程施工方案、/r/n保证工程质量的技术措施/r/n、/r/n保证安全、文明生产的技/r/n术措施/r/n等/r/n。/r/n1./r/n3/r/n工程/r/n治理/r/n目标/r/n1/r/n./r/n3/r/n./r/n1/r/n质量目标：/r/n符合交通部《水运工程质量检验标准》（JTS257-2008）/r/n的规定/r/n，质量合格/r/n。/r/n1/r/n./r/n3/r/n.2/r/n、/r/n工程安全/r/n文明生产/r/n达到/r/n“/r/n四/r/n无/r/n”/r/n、/r/n“/r/n一杜绝/r/n”/r/n、/r/n“/r/n一达标/r/n”/r/n。/r/n“/r/n四无/r/n”/r/n为：无职工因工死亡，无重大交通责任事故，/r/n无火灾事故，无重大机械设备事故。/r/n“/r/n一杜绝/r/n”/r/n即杜绝重伤事故，/r/n“/r/n一达标/r/n”/r/n为安全生产达国标。/r/n文明生产目标：本工程施工期实现/r/n“/r/n两型五化/r/n”/r/n（安全文明型、卫生环保型；硬化、净化、美化、绿化、亮化）。/r/n1/r/n./r/n3/r/n.3/r/n本工程总工期为：/r/n满足招标文件的要求，/r/n以监理单位签发的开工令日期为起点/r/n，共计/r/n18个月/r/n。/r/n1./r/n3/r/n./r/n4/r/n、/r/n环境爱护/r/n遵守国家环境爱护法律、法规和规章制度，做到水土不流失，施工不造成环境污染。/r/n1./r/n4/r/n、/r/n工程概况/r/n1./r/n4./r/n1/r/n、/r/n工程内容/r/n中国物流樟树港河东港区五码头改扩建工程/r/n位于/r/n樟树市赣江右岸紧邻四码头下游，上距樟树铁路大桥右岸/r/n1.3km/r/n，下距梨园闸/r/n1.8km/r/n。/r/n中国物流樟树港河东港区五码头改扩建工程/r/n货运吞吐量：/r/n件杂货/r/n381/r/n万t/年；/r/n码头泊位数为/r/n1000/r/nt/r/n级泊位4个，设计代表船型为/r/n1000/r/nt级船舶/r/n，兼顾2000t级船舶/r/n。/r/n码头工程由前沿工作平台、连接板和后方陆域等部分组成。/r/n码头的水工建筑物要紧有码头前方工作平台的钢筋砼桩基及其上部框架、/r/n连接前沿工作平台和陆域之间的连接板、/r/n码头陆域堆场前沿挡土墙/r/n及其后回填/r/n、护坡等。/r/n码头前沿平台为钢筋混凝土现浇直立式框架整体结构。上部结构由现浇面板、横梁、纵梁、轨道梁、立柱和联系梁等组成。基础采纳钢筋砼灌注型嵌岩桩，桩端置于中风化岩层，并设承台和地梁。/r/n码头前沿平台与后方陆域之间设连接板连接，连接板采纳钢筋混凝土现浇。/r/n本工程面积约5.26万平方米，后方/r/n陆域呈/r/n不规则条形/r/n，陆域纵深约/r/n65m/r/n～/r/n130m/r/n。/r/n按使用功能，港区陆域/r/n要紧/r/n为堆场区。/r/n堆场布置在码头正后方，散货堆场设在港区南面，件杂货堆场设置在码头正后方的临江面，件杂货堆场布置在铁路线西侧，堆场四周均布置港内道路，以便于车辆进出和调头，道路环形布置。/r/n1./r/n4/r/n.2/r/n、/r/n工程地质/r/n、水文信息/r/n1、地质构造：/r/n本区域地质属于第四系全新统赣江冲积层河床，地势区域位于一凹岸处，接岸处修建了护坡，水域地势高差较大，高差达/r/n7/r/nm/r/n依照本次钻探资料，本次勘察钻孔揭露的地层单元有二层，上部覆盖的要紧为第四系全新统冲积层，下伏第三系沉积岩层，依照其成因时代、岩性特征及物理力学性质的差异、岩层的风化程度可划分为5个工程地质层，为：1、粉细砂/r/n①/r/n；2、圆砾/r/n②/r/n；3、强风化泥质粉砂岩/r/n③/r/n；4、中风化泥质粉砂岩/r/n④/r/n、5、微风化泥质粉砂岩/r/n⑤/r/n。/r/n依照本次勘察及收集的有关资料，场地不存在采空区、地面沉降、断裂等不良作用。/r/n2、地层岩性/r/n依照钻探资料，本次勘察钻孔揭露的地层单元有二层，上部覆盖的要紧为第四系全新统冲积层，下伏第三系沉积岩层，现将各地层组份特征分述如下：/r/n1、粉细砂/r/n①/r/n大面积分布，要紧矿物成份为石英，淡黄色，饱和，稍密级配差，遇水容易饱和，土质较均匀，厚度1.0-4.9m。应注意较大面积范围内粉砂中夹片石。沿剖面线/r/nⅡ/r/n附近有抛石。/r/n2、圆砾/r/n②/r/n全场分布，浅灰白色、灰黄色、灰褐色，饱和，稍密/r/n—/r/n中密，砾径大于2mm颗粒含量约/r/n80/r/n%以上，砾径2-20mm为主，砾径自上而下变大，砾石含量也自上而下变大，级配良好，亚园状，矿物成份以长石、石英为主，中、粗砂充填，厚度2.6-8.2/r/nm/r/n。圆砾的成份及密实程度不一要紧由因此采砂船采砂所致。/r/n3、强风化泥质粉砂岩/r/n③/r/n全场分布，浅紫红色、青灰色，粉砂质结构，风化裂隙发育，裂面见铁质锈斑，锤击易碎，断口面呈淡红色，属软岩，岩体较破裂，未见溶蚀现象，差不多质量等级为/r/nⅤ/r/n级，属强风化层。岩芯已风化成土状、碎屑状、圆饼状、部分短柱状，手易掰开及折断，向下渐变为中风化。厚度3.71-3.9/r/nm/r/n。/r/n4、中风化泥质粉砂岩/r/n④/r/n全场分布，灰黑色夹浅紫色，粉砂质结构，中厚层状构造，风化裂隙不大发育，裂面见铁质锈斑，岩体较坚硬，未见溶蚀现象，属中风化层。岩芯已风化成短柱状、柱状。向下渐变为微风化泥质粉砂岩，随着深度的增加岩体慢慢变硬，厚度25.9-29.69/r/nm/r/n。/r/n5、、微风化泥质粉砂岩/r/n⑤/r/n全场分布，灰黑色，粉砂质结构，中厚层状构造，风化裂隙不发育，裂面见铁质锈斑，岩体较坚硬，未见溶蚀现象，属微风化层。其码头钻孔平面图和剖面图见图1-1、1-2和1-3。/r/n3、水文地质/r/n工程区水文地质条件简单，地表水要紧为/r/n赣/r/n江及其支流河水，/r/n赣江/r/n水位/r/n。/r/n4、不良地质/r/n依照勘察及收集的有关资料，场地不存在采空区、地面沉降、断裂等不良作用。/r/n5、水文信息：/r/n樟树市土沃水清，气候和气，四季分明，雨水充沛，日照充足，“夹岸桃花燕子飞，一江春雨鳜鱼肥”是樟树市鱼米之乡的写照。随着气候和地形变化，热量分布河西高于河东，山区低于平原；春夏之交和秋冬之交常出现三寒（春寒、五月寒、秋寒）天气，全年日照总时刻为1893.7小时，年无霜期为259天，多年平均降雪天数为8.6天。多年年平均降雨量为/r/n1710.7mm/r/n。/r/n1./r/n5/r/n、/r/n对外交通条件/r/n中国物流樟树港河东港区五码头改扩建工程/r/n位于/r/n樟树市赣江右岸紧邻四码头下游，上距樟树铁路大桥右岸/r/n1.3km/r/n，下距梨园闸/r/n1.8km/r/n。/r/n本工程位于樟树市区，地区砂、石料十分丰富，码头道路与堤后市政道路连接，交通方便，具备施工条件。/r/n1./r/n6/r/n、/r/n施工场地及水电条件/r/n工程范围内的临时施工区域征地/r/n由业主统一办理。项目部临时办公生活区，在发包人提供的/r/n场/r/n地布置，其布置经发包人和监理人的同意。/r/n生活/r/n用水/r/n从/r/n周边市政/r/n管线上接入/r/n，装表计量/r/n、/r/n付费/r/n；/r/n生产用水采纳/r/n江水/r/n，在/r/n江内安装一台水泵，通过管道引到拌和站和预制场，拌和站内设置沉淀水池和清水池各一座/r/n。/r/n施工用电采纳/r/n从业主指定的码头电源点接电/r/n，/r/n另外/r/n现场/r/n配备/r/n一台/r/n15/r/n0kw、/r/n1/r/n台/r/n6/r/n0kw/r/n发电机/r/n作为备用电源/r/n，满足现场施工用电。/r/n1./r/n8/r/n/r/n/r/n施工的重点和难点/r/n本工程的施工难点要紧是码头平台及引桥的桩基施工，由于码头前沿较靠近主航道，水上施工难度增加，应选择有丰富施工经验的队伍选择枯水期完成桩基施工。/r/n第/r/n二/r/n章、施工总平面布置/r/n施工现场周围交通四通八达，施工船舶、建材运输等均通过河道进场，人员、材料及机械均可通过现有道路到达施工现场。施工现场临时设施搭建在施工现场附近。施工用水/r/n采纳/r/n江水。/r/n施工用电从业主在码头上设置的电源点接入/r/n，/r/n同时配备1台/r/n15/r/n0/r/nKW/r/n、/r/n1/r/n台/r/n5/r/n0KW/r/n柴油发电机作为备用电源/r/n的方案/r/n。/r/n2/r/n.1、施工总平面布置原则/r/n1、总体布置原则/r/n以满足工程施工需要、/r/n符合创建文明建设工地为前提，充分利用现有对外交通和当地施工资源等自然条件，综合考虑本工程规模、施工方案、工期、造价等因素，按照招标文件要求，因地制、因时制、本着有利施工、方便生活、易于治理、安全可靠、经济合理地规划生产生活区、现场交通道路、供电供水、堆场等。/r/n2、具体施工平面布置原则为：/r/n(1)在满足施工的条件下，尽量节约施工用地。/r/n(2)在保证场内交通运输通畅和满足设备、材料对施工道路要求的前提下，最大限度地减少场地内运输，特不是减少二次搬运，做好土方挖填平衡。/r/n2/r/n./r/n2/r/n、项目部办公生活区和生产加工区/r/n（/r/n1/r/n）/r/n、办公、生活生活区/r/n项目部临时办公/r/n区/r/n、生活区布置在后方陆域上游侧的规划的绿化区内，不予陆域场地施工相冲突/r/n。/r/n办公治理用房、生活用房如下表：/r/n办公及生活用房一览表/r/n序号/r/n名称/r/n单位/r/n数量/r/n平面尺寸/r/n(m)/r/n面积/r/n(m/r/n2/r/n)/r/n备注/r/n一/r/n办公治理用房/r/n/r/n/r/n/r/n/r/n/r/n1/r/n办公室/r/n间/r/n9/r/n3.6×6.0/r/n194/r/n彩板房/r/n2/r/n会议室/r/n间/r/n1/r/n8×6.0/r/n48/r/n3/r/n试验室/r/n间/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职工宿舍/r/n间/r/n10/r/n3.6×6.0/r/n216/r/n彩板房/r/n/r/n2/r/n劳务作业人员宿舍/r/n间/r/n30/r/n3.6×6.0/r/n648/r/n3/r/n食堂/r/n间/r/n2/r/n3.6×6.0/r/n43/r/n4/r/n活动室/r/n间/r/n1/r/n3.6×6.0/r/n43/r/n5/r/n洗浴间/r/n间/r/n2/r/n/r/n36/r/n6/r/n卫生间/r/n间/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合计/r/n/r/n/r/n/r/n1373/r/n/r/n通讯与办公/r/n：/r/n配置/r/n固定/r/n电话、传真机与外部联系/r/n，网络光缆通到工地/r/n；内部通讯每个施工地点均采纳/r/n对讲/r/n机，形成生产指挥通讯系统。/r/n配备电脑/r/n6台/r/n、激光打印/r/n复印一体/r/n机/r/n1/r/n台，用于工程技术文件、施工资料、各类报表的编制、打印、整理、统计。/r/n（2）/r/n、生产加工区/r/n1）模板、钢筋加工场/r/n模板加工场布置在/r/n后方陆域/r/n。钢筋场分两块布置，/r/n一处布置在后方陆域，与木工场附近，另一处作为桩基钢筋笼的加工场地，布置在靠近桩基施工的河滩地上/r/n。/r/n柱/r/n钢模板的制作由钢结构生产厂加工，木模配制在现场加工，现场加工场同时还承担模板拆卸后储存、整修和涂隔离剂，以及零配件的储存与整修。木工场设/r/n2/r/n台木工刨床及圆锯机各1台。木工场地/r/n占地/r/n面积/r/n9/r/n00m/r/n2/r/n，其中木工/r/n棚/r/n3间/r/n200/r/nm/r/n2/r/n。/r/n木工场采纳碎石地面。/r/n钢筋加工场：各施工段设冷拉场、电焊间、配料弯制间，布置拉伸机一台、弯曲机/r/n2/r/n台、切断机/r/n2/r/n台，钢筋闪光对焊机/r/n2/r/n台。原材料堆场和成品堆场，设/r/n0.3m/r/n高/r/n墩/r/n架空堆放并覆盖，插标签分规格存储。钢筋场/r/n占地/r/n面积/r/n12/r/n6/r/n0m/r/n2/r/n，/r/n采纳碎石地面，/r/n设置钢筋棚/r/n3/r/n00/r/nm/r/n2/r/n，用于焊接/r/n、/r/n加工钢筋等/r/n。/r/n钢构件/r/n加/r/n工/r/n场占地面积/r/n面积/r/n2/r/n00/r/nm/r/n2/r/n，场内/r/n用10cm砼/r/n硬化处理，布置加工房2间/r/n6/r/n0m/r/n2/r/n，布置在钢筋加工场边。/r/n生产用房如下表：/r/n生产用房一览表/r/n序号/r/n名称/r/n占地面积/r/n(m)/r/n房屋/r/n面积/r/n(m/r/n2/r/n)/r/n备注/r/n1/r/n木工房/r/n900/r/n200/r/n钢管搭设/r/n2/r/n钢筋房/r/n1260/r/n300/r/n钢管搭设/r/n3/r/n综合仓库/r/n120/r/n100/r/n彩板房/r/n4/r/n钢构件加工场/r/n200/r/n60/r/n钢管搭设/r/n5/r/n发电机房/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预制场/r/n/r/n3000/r/n/r/n150/r/n/r/n钢管搭设/r/n/r/n/r/n/r/n/r/n/r/n2/r/n./r/n3/r/n、施工道路与供水供电讲明/r/n2/r/n./r/n3/r/n.1施工道路/r/n1、进场道路/r/n进场道路利用/r/n已有的3条/r/n港内/r/n道路，/r/n进行硬化后能够满足使用要求，同时/r/n修建连接/r/n到个/r/n施工区域的施工便道。/r/n2、场内便道/r/n沿上游通往江边的港内道路在靠近前沿框架的地点修建一条上下游方向的施工便道，/r/n便道宽5m，/r/n便道基础为1m厚砂卵石，下/r/n部为/r/n4/r/n0cm块石，面层填筑20cm/r/n级配/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来水管网，用φ25PVC软管分不引至厨房、浴室、厕所、各盥洗点，安表计量，按月付费。/r/n生产用水利用江水，但必通过水质化验后使用。生产用水要紧是砼拌和用水，在拌和机旁设/r/n蓄水池和沉淀池各一座/r/n，用水泵从江中取水，在水管出水口设置必要的过滤和沉淀装置。/r/n2/r/n.3/r/n施工用电/r/n1、系统电源/r/n从/r/n业主提供的/r/n施工/r/n电源点接入/r/n，/r/n靠近施工集中用电负荷的地点/r/n设置配电房，然后从配电房利用/r/n架空线/r/n（或埋地线）/r/n引入生产、办公和生活区/r/n，每月按0.75元/kw.h固定不变电价缴纳电费，如实际电价超出0.75元/kw.h，超出价差产生的电费由发包人负责。/r/n2、自发电源/r/n为保证生产用电/r/n，/r/n减少突然停电对生产的/r/n阻碍，现场配置/r/n1/r/n台/r/n15/r/n0kw/r/n和/r/n1/r/n台60/r/nkw/r/n发电机组作为生产备用电源。/r/n以上总体施工部署见附图：/r/n施工总平面布置图/r/n。/r/n第/r/n三/r/n章、施工总进度打算及工期保证措施/r/n3/r/n.1、施工进度安排原则/r/n3/r/n.1.1/r/n3/r/n.1.2/r/n3/r/n.1.3/r/n3/r/n.2、工期目标与操纵性工期/r/n3/r/n.2.1/r/n、本工程总工期要求为：/r/n18个月/r/n。/r/n2017/r/n年/r/n7/r/n月/r/n1/r/n日开工/r/n，具体开工时刻依照中标后签订合同确定/r/n3/r/n.3、施工的总体布署/r/n3/r/n.3.1/r/n、/r/n筑岛/r/n施工/r/n及港池开挖/r/n筑岛土方采纳从后方陆域的开挖区取土，/r/n考虑江水对土方冲刷严峻，岛外侧临水坡面/r/n采纳/r/n0.5m厚/r/n块/r/n石/r/n护坡/r/n，坡比1:2。/r/n/r/n港池开挖：采纳挖泥船挖，泥驳船运至甲业主指定地点。/r/n/r/n3/r/n.3.2、/r/n钻孔灌注桩施工/r/n采纳/r/n旋挖/r/n钻机钻孔，泥浆护壁，二次清孔后吊放钢筋笼，/r/n浇筑/r/n水下砼。桩身砼达到/r/n2.5MPa/r/n后，用人工凿除桩顶软弱松散砼层。/r/n3/r/n.3.3/r/n、/r/n灌注桩施工完成后，进行承台施工/r/n、地梁施工，/r/n承台及地梁施工完成后，进行上部框架施工/r/n。/r/n上部/r/n结构包括一层框架，二层靠船平台走道板。/r/n框架和混凝土板施工时及靠船面等要及时进行轨道等相关埋件的安装。/r/n柱模采纳定型钢模板，/r/n承台/r/n、地梁、/r/n系梁采纳15mm/r/n厚竹胶板/r/n。/r/n3/r/n.4、施工总进度打算/r/n横道/r/n图/r/n详见附/r/n表/r/n施工总进度打算横道图。/r/n3/r/n.5、对工程进度操纵的治理措施/r/n3/r/n.5.1/r/n编制本工程施工总进度打算，同时以总工期为依据，编制工程进度分时期实施打算，包括施工预备打算、劳动力进度打算、施工材料设备机具进场打算。/r/n关键过程或专门过程编制相的施工进度打算，制定相节点，编制节点操纵打算。同时编制施工节点实施细则，明确搭接和流水的节拍。/r/n3/r/n.5.2/r/n审核进度打算，季度打算，月打算，按照已制定的施工进度打算进行实施。/r/n项目部每周定期召开一次协调会，协调会生产过程中发生的矛盾和存在的问题，按每周施工进度要求检查完成情况，并布置下周施工生产进度。/r/n治理人员在施工高峰时，每日施工结束前，召开一次碰头会，协商解决当天生产过程中和第二天生产中将会发生的问题。/r/n依照施工现场实际情况，及时修改和调整施工进度，并定期向业主、监理和设计单位通报工程施工进展情况。/r/n3/r/n.5.3/r/n依照施工进度打算，及时组织有关部门进行分项施工验收。定期整理有关工程施工进度的资料，进行汇总编目，建立相的档案。加强工程项目竣工验收治理。/r/n3/r/n.6、工期保证措施/r/n3/r/n.6.1/r/n项目部设置专人，在业主统一领导下，主动积极与地点建立联系，得到支持/r/n。/r/n加强自身人员的治理，并依照现场情况，对有可能阻碍工程进度的因素进行预控，把干扰减少到最低程度，制造良好的施工环境。/r/n3/r/n.6./r/n由施工打算科依照监理工程师批准的总体进度打算编制时期性以及月、旬施工进度打算，重要的关键项目还编制作业指导书，并据此指导协助各作业层（组、班、队）编好月旬打算。在此基础上开好每天下午的调度会议，加大打算的修订和执行的力度，切实做到以日保旬，以旬保月，以分/r/n部/r/n保整体。/r/n3/r/n.6./r/n技术上：以项目总工程师为核心，把技术优先、优化置于施工方案的首位。/r/n制度上：项目部按照总公司ISO9002认证标准，以操纵19个要素为中心，建立强有力的现场施工技术组织，与业主、监理工程师、设计相沟通，协调。首先，作好施工图纸会审，编制施工时期的具体施工组织设计，下达作业指导书，进行技术交底，抓好方案实施前的各关键环节。其次，要按批准的技术方案，认真做好现场实施工作，明确各级责任制，以确保不出现技术方案性的失误，杜绝因技术方案不当引起的停工、返工。/r/n3/r/n.6./r/n针对本工程，依照施工方案，及时配足人、财、物。在工程实施中，只要工地施工需要或业主、监理工程师提出要求，我单位将在极短时刻内调度到位。/r/n3/r/n.6./r/n本项目部为一级项目部，项目部自主开户，专款专用，使工程施工有充足的资金保证，必要时由总公司协调解决资金支持。/r/n第/r/n四/r/n章、施工组织机构/r/n4/r/n.1、项目部治理机构设置/r/n为确保工程的工期、质量、安全生产和文明施工等各项成果目标的实现，项目经理部下设质量质量安全科、/r/n施工打算/r/n科、/r/n财务核算/r/n科、/r/n设备器材/r/n科、/r/n综合办公室/r/n职能部门，项目部在现场对施工进行全方位治理。/r/n中国物流樟树港河东港区五码头改扩建工程/r/n中国物流樟树港河东港区五码头改扩建工程/r/n工程项目部/r/n项目经理/r/n项目经理/r/n总工程师/r/n经济师/r/n项目副经理/r/n总工程师/r/n经济师/r/n项目副经理/r/n综合办公室/r/n设备器材科/r/n质量安全科/r/n施工打算科/r/n财务核算科/r/n综合办公室/r/n设备器材科/r/n质量安全科/r/n施工打算科/r/n财务核算科/r/n行政/r/n/r/n人劳/r/n培训/r/n/r/n行政/r/n/r/n人劳/r/n培训/r/n/r/n经营/r/n设备/r/n/r/n计量/r/n/r/n材料/r/n质保/r/n/r/n质控/r/n/r/n试验/r/n打算/r/n/r/n调度/r/n技术文件/r/n统计核算/r/n合同治理/r/n砼构件预制组/r/n灌注桩/r/n组/r/n碎石桩组/r/n土方/r/n组/r/n金/r/n结安装组/r/n水电安装/r/n组/r/n强夯/r/n组/r/n砌/r/n砼构件预制组/r/n灌注桩/r/n组/r/n碎石桩组/r/n土方/r/n组/r/n金/r/n结安装组/r/n水电安装/r/n组/r/n强夯/r/n组/r/n砌/r/n筑/r/n组/r/n混凝土组/r/n钢筋组/r/n模板组/r/n降排水组/r/n测/r/n量/r/n组/r/n项目/r/n组织/r/n体系图/r/n4/r/n.2、各部门治理人员职责分工/r/n项目部各部门职责/r/n部门名称/r/n职能职责/r/n项目经理/r/n主持项目经理部的全面工作，全面履行合同内容，对发包人、监理及工程负责。/r/n项目总工/r/n分管全面的技术、质量治理工作，有效推行ISO9001系列标准，操纵并保证施工中各环节及相互工作质量，对项目经理负责。/r/n项目副经理/r/n分管工程进度、打算、施工、人财物的调配及各部门的协调指挥，对项目经理负责。/r/n项目副经理/r/n分管机电安装工程进度、打算、施工、机电安装人财物的调配及各部门的协调指挥，对项目经理负责。/r/n施工打算科/r/n编制与调整施工打算及施工组织设计，进行工程现场测量，施工进度操纵，协助项目经理进行现场工作及劳动力、机械设备、材料的调配工作，对项目经理、副经理、总工程师负责。/r/n质量/r/n、/r/n安全科/r/n制定质量治理目标和措施以及各工序的质量/r/n、安全/r/n标准，并进行技术/r/n、安全/r/n交底，具体落实ISO9001质量体系/r/n、/r/nISO/r/n14/r/n001/r/n文件内容，配合发包人、监理人对工程质量/r/n、安全/r/n进行全面检查操纵，对项目经理、总工程师负责。/r/n财务核算科/r/n负责工程财务治理及工程计量，工程统计工程预决算工作，对项目经理负责。/r/n设备器材科/r/n负责工程施工所需材料的采购、供、储存保管及机械设备的调配、使用、维修、保养、对项目经理负责。/r/n综合办公室/r/n负责行政治理，公共地点关系协调、安全保卫、宣传教育、档案治理等工作，对项目经理负责。/r/n试验室/r/n负责各种原材料的检验，施工过程中的质量检验及质量操纵、质检资料的收集整理，对项目总工程师负责。/r/n第/r/n五/r/n章/r/n/r/n/r/n要紧施工/r/n设备/r/n、/r/n试验和检测仪器、/r/n劳动力/r/n打算、/r/n临时用地打算/r/n5/r/n.1/r/n/r/n要紧施工设备/r/n/r/n/r/n要紧施工设备表/r/n序号/r/n设备名称/r/n型号/r/n规格/r/n/r/n数量/r/n国不/r/n产地/r/n/r/n制造/r/n年份/r/n/r/n额定/r/n功率/r/n(kW)/r/n生产/r/n能力/r/n/r/n用于施/r/n工部位/r/n/r/n备注/r/n1/r/n挖掘机/r/n日立240/r/n2/r/n台/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开挖/r/n/r/n3/r/n泥驳船/r/n200m/r/n1艘/r/n20/r/n12/r/n120/r/n港池开挖/r/n4/r/n推土机/r/n162kw/r/n2/r/n20/r/n13/r/n162/r/n/r/n/r/n/r/n5/r/n装载机/r/nZ30/r/n2/r/n2/r/n015/r/n/r/n/r/n/r/n/r/n6/r/n钢轮压路机/r/nYZ-20/r/n2/r/n20/r/n16/r/n123.5/r/n/r/n压实/r/n/r/n7/r/n胶轮压路机/r/n25t/r/n2/r/n20/r/n12/r/n沥青路面/r/n8/r/n洒水车/r/n6t/r/n1/r/n20/r/n13/r/n/r/n/r/n洒水/r/n/r/n9/r/n自卸车/r/n27t/r/n10/r/n20/r/n12/r/n/r/n200m/r/n3/r/n运输/r/n/r/n10/r/n民船/r/n1t/r/n1艘/r/n201/r/n1/r/n/r/n/r/n水上测量等/r/n/r/n11/r/n发电机/r/n/r/n2台/r/n20/r/n12/r/n150，60/r/n/r/n施工备用/r/n/r/n12/r/n旋挖钻机/r/n三一SR285/r/nRC8/r/n8/r/n20/r/n14/r/n65/r/n桩施工/r/n二枯时15台/r/n13/r/n履带吊/r/nQUY50/r/n1台/r/n20/r/n10/r/n/r/n50t/r/n钢结构厂房/r/n/r/n14/r/n汽车吊/r/nQ18/r/n4/r/n台/r/n20/r/n15/r/n/r/n/r/n钢结构厂房/r/n/r/n15/r/n货车/r/n五十铃/r/n1辆/r/n20/r/n14/r/n/r/n6座/1.25t/r/n小型运输/r/n/r/n16/r/n交通车/r/n轿车/r/n1辆/r/n20/r/n13/r/n/r/n/r/n人员交通/r/n/r/n17/r/n对焊机/r/nUN1-100/r/n2台/r/n20/r/n12/r/n100/r/n/r/n钢筋焊接/r/n/r/n18/r/n电焊机/r/nAX-30/r/n6台/r/n20/r/n11/r/n30/r/n/r/n焊接/r/n/r/n19/r/n弯曲机/r/nGW6-40/r/n2台/r/n20/r/n13/r/n15/r/n/r/n钢筋弯曲/r/n/r/n20/r/n切断机/r/nGQ/r/n-40A/r/n/r/n2台/r/n20/r/n14/r/n7.5/r/n/r/n钢筋切割/r/n/r/n21/r/n钢筋直螺纹剥肋机/r/nGS40-E/r/n2台/r/n/r/n/r/n/r/n/r/n/r/n22/r/n空压机/r/n3WC-0.9/r/n3台/r/n20/r/n15/r/n/r/n0.9m/r/n3/r/n施工配合/r/n/r/n23/r/n砼振动棒/r/n/r/n10套/r/n20/r/n16/r/n/r/n5cm/r/n、/r/n7cm/r/n砼振动/r/n/r/n24/r/n压刨机/r/nNB106D/r/n2台/r/n20/r/n14/r/n30/r/n/r/n施工配合/r/n/r/n25/r/n电锯/r/nDJ/r/n90L/r/n/r/n3台/r/n201/r/n3/r/n11.5/r/n/r/n材料切割/r/n/r/n26/r/n套丝机/r/n/r/n1台/r/n201/r/n2/r/n10/r/n10～/r/n30mm/r/n管道套丝/r/n/r/n27/r/n热熔机/r/n/r/n2套/r/n201/r/n3/r/n4/r/n/r/n管道安装/r/n/r/n28/r/n水稳拌和机/r/nWDB300/r/n1套/r/n201/r/n2/r/n90/r/n350t/h/r/n水稳拌和/r/n/r/n29/r/n污水泵/r/n100/r/n5台/r/n201/r/n5/r/n15/r/n/r/n排水/r/n/r/n30/r/n泥浆泵/r/nPN/r/n36台/r/n20/r/n16/r/n20/r/n/r/n排水/r/n/r/n31/r/n沥青摊铺机/r/nRP951/r/n1台/r/n20/r/n12/r/n/r/n/r/n路面/r/n/r/n32/r/n塔吊/r/nQTZ50/r/n3/r/n台/r/n20/r/n13/r/n/r/n30/r/n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/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钢筋工/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钻机操作工/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水电安装工/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机械操作工/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机修工/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月度总人数/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临时用地/r/n/r/n临时用地表/r/n用途/r/n面积（/r/nm2/r/n）/r/n位置/r/n需用/r/n时刻/r/n一、临时工程/r/n1、道路/r/n2000/r/n陆域、前/r/n沿码头/r/n滩地/r/n201/r/n7/r/n./r/n7/r/n～/r/n201/r/n8/r/n./r/n12/r/n2/r/n、钢筋场/r/n1260/r/n陆域/r/n2017.7～201/r/n8/r/n./r/n12/r/n3/r/n、木工场/r/n900/r/n陆域/r/n2017.7～201/r/n8/r/n./r/n12/r/n二、生产及生活临时设施/r/n1、住房用地/r/n1600/r/n陆域/r/n2017.7～201/r/n8/r/n./r/n12/r/n2、办公用房用地/r/n10/r/n00/r/n陆域/r/n2017.7～201/r/n8/r/n./r/n12/r/n3、仓库用地/r/n120/r/n陆域/r/n2017.7～201/r/n8/r/n./r/n12/r/n第/r/n六/r/n章/r/n、/r/n分部分项工程施工技术方案/r/n6/r/n.1、/r/n主体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测量放线/r/n→/r/n/r/n筑岛/r/n施工/r/n/r/n→/r/n灌注/r/n桩/r/n桩/r/n基施工/r/n→/r/n桩承台及纵横梁/r/n→/r/n上部柱及联系粱施工/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筑岛/r/n依照水位信息资料结合本工程的结构特点，筑岛高程/r/n31.5/r/nm/r/n，/r/n由于/r/n江水对土方冲刷严峻，岛外侧临水坡面/r/n采纳/r/n块/r/n石/r/n护坡/r/n，坡比1:2。/r/n填土宽度按A轴顶板向外/r/n5/r/nm/r/n。/r/n2、/r/n桩基施工/r/n（1）/r/n筑岛施工/r/n完成后，/r/n进行测量放线，准确放出每个桩位轴线，报监理复核验收，/r/n方/r/n可进行灌注桩施工。/r/n（2）采纳/r/n旋挖/r/n钻机钻孔，泥浆护壁，清孔/r/n，/r/n吊放钢筋笼/r/n，/r/n使沉渣厚度小于50mm/r/n后，/r/n浇筑/r/n水下砼。/r/n（/r/n3/r/n）桩身砼强度达到/r/n2.5MPa/r/n后，用人工凿除桩顶软弱松散砼层。/r/n3、承台及上部框架施工/r/n（1）灌注桩施工完成后，进行承台施工。承台及地梁/r/n底模采纳地模，/r/n在夯实地面上施工完成/r/n；侧模采纳覆膜竹胶板/r/n。/r/n（2）承台及地梁施工完成后，进行上部框架/r/n（系梁、柱）/r/n施工。/r/n（3）最上层框架和混凝土/r/n面/r/n板施工时要/r/n同步/r/n进行轨道等相关埋件的安装。/r/n4/r/n、/r/n陆域/r/n施工/r/n包括前沿挡墙、陆域土石方、堆场内场地路面和水电安装、金属结构制作安装，采取与前沿平台同时施工。/r/n（/r/n1）/r/n预埋/r/n件施工与/r/n结构施工同步进行/r/n。/r/n（/r/n2/r/n）预制钢筋砼构件及/r/n小型/r/n钢/r/n构件/r/n的制作/r/n在现场完成/r/n。/r/n（/r/n3）工艺设备及水电安装，在水工建筑物完/r/n成/r/n后进行/r/n，但要保证预埋件在前期结构施工时保持同步/r/n。/r/n6/r/n./r/n2/r/n、/r/n施工测量及观测施工方案/r/n6/r/n./r/n2.1/r/n、/r/n测/r/n量预备工作/r/n1/r/n、/r/n测量放样依据/r/n⑴/r/n设计/r/n提供的/r/n操纵/r/n坐标及水准点。/r/n/r/n⑵设计院提供的施工图纸。/r/n⑶/r/n测量规范及标准/r/n；/r/n《水运工程测量规范》（JTJ203-/r/n2001/r/n）/r/n水/r/n运/r/n工程质量检验评定标准及有关规范。/r/n2/r/n、/r/n测量人员组织/r/n项目部成/r/n立专门测量放样小组/r/n。/r/n操纵测量依照工程各部位特点由专职测量队员实施，并/r/n同步/r/n做好有关记录。/r/n3/r/n、/r/n测量器具配备见表/r/n2/r/n-1/r/n表/r/n2/r/n-1测量仪器设备表/r/n名称/r/n规格型号/r/n数量/r/n精度/r/n备注/r/n全站仪/r/nNTS-3/r/n12B/r/