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股份有限公司200万吨/年氧化球团项目施工组织设计1目录第一部分编制说明····················61.编制目的、宗旨·····················62.编制依据························63.适用范围························6第二部分施工方案1.工程概况·······················72.施工准备························82.1技术准备·······················82.2物资准备·······················102.3劳动力准备······················113.总体施工部署······················114.施工总体进度计划及保证措施···············124.1施工进度安排原则···················124.2施工进度计划说明···················124.3关键控制节点·····················134.4工期保证措施·····················135.施工总平面图布置····················145.1布置原则·······················145.2施工用电·······················145.3施工用水·······················155.4施工道路及排水····················155.5施工大临设施·····················165.6施工总平面布置····················166.劳动力、施工机具需用计划················16股份有限公司200万吨/年氧化球团项目施工组织设计26.1劳动力计划······················166.2主要施工机具设备一览表················187.土建工程施工方法····················207.1施工准备·······················207.2施工测量控制网的建立及施工方法·············207.3土方及降水工程的施工方法···············237.4模板工程的施工方法··················267.5脚手架工程施工方法··················297.6钢筋工程施工方法···················307.7砼工程施工方法····················377.8砌体工程·······················417.9装修工程·······················427.10地面工程······················467.11门窗工程······················497.12屋面工程······················507.13钢结构施工方法····················527.14压型钢板施工·····················617.15.设备安装······················677.15.1施工准备·····················677.15.2垫铁设置·····················687.15.3设备安装·····················717.15.3.1造球室设备安装··················717.15.3.2回转窑安装····················777.15.3.3链箅机安装····················967.15.3.4环冷机安装····················102股份有限公司200万吨/年氧化球团项目施工组织设计37.15.3.5烟囱工程主要施工方法···············1137.15.3.6耐火材料的施工方法················1187.16管道工程安装·····················1227.17电气安装······················1427.18仪表系统的安装····················1498.冬、雨季施工措施····················1529.拟推广采用的新技术、新材料、新工艺···········156第三部分施工管理1.项目管理目标······················1581.1工期目标·······················1581.2安全目标·······················1582.管理模式························1592.1项目组织机构·····················1592.2管理人员职责和权限··················1593.工程资源························1623.1人力资源·······················1623.2基础设施·······················1624.文件控制及资料控制···················1634.1文件分类·······················1634.2文件控制·······················1644.3本工程执行规范、标准·················1645.生产和服务的过程控制··················1675.1工序确定·······················1675.2工序控制方法·····················1675.3质量保证体系及保证措施················168股份有限公司200万吨/年氧化球团项目施工组织设计46.采购·························1906.1物资采购·······················1906.2工程分包·······················1917.环境控制························1927.1施工安全控制·····················1927.2文明施工管理措施···················1997.3环境保护管理措施···················2017.4消防保卫管理·····················2058.产品标识和可追溯性管理·················2078.1应标识的范围及方法··················2078.2确定可追溯的产品和方法················2079.顾客财产························20810.产品防护·······················20810.1搬运过程控制·····················20810.2贮存过程控制·····················20910.3半成品、成品的防护··················21010.4地上或地下管线保护措施················21111.顾客满意·······················21112.监视和测量装置的控制·················21113.过程的监视和测量···················21214.产品的监视和测量···················21215.不合格品的控制····················21315.1不合格品的判定····················21315.2不合格品的评审····················21315.3不合格品的处置····················214股份有限公司200万吨/年氧化球团项目施工组织设计516.数据分析·······················21417.纠正措施·······················21518.预防措施·······················21619.与业主的配合·····················23520.与监理的配合·····················23521.与设计人的配合措施··················23622.质量计划的编制····················236股份有限公司200万吨/年氧化球团项目施工组织设计6第一部分编制说明1.编制目的、宗旨本施工组织设计是为**钢铁股份公司200万吨/年氧化球团项目需要编制的。编制的指导思想是：投标时为业主着想，施工时对业主负责，竣工时让业主满意，同时在经济上合理，技术上可靠的前提下，保质、保量、保工期。2.编制依据本施工组织设计编制依据是国家现行规范、规程、标准；GB/T19001-2000质量标准，有关建筑施工现场安全管理标准，并结合以往施工同类工程特点、施工经验，我公司施工能力、技术装备状况制定的。3.适用范围本施工组织设计是为**钢铁股份公司200万吨/年氧化球团项目施工编制的。股份有限公司200万吨/年氧化球团项目施工组织设计7第二部分施工方案1.工程概况本工程为**钢铁股份有限公司200万吨/年球团项目。该项目包括配料室、配电室、精矿干燥室、膨润土贮存间、环冷机、回转窑、链箅机室、造球室、机头电除尘室、主抽风机、控制室、环境电除尘、辊压室、混合室、循环水泵站、成品矿槽改造、15条胶带机通廊及1#-4#转运站、钢筋砼烟囱等单位工程土建、设备安装、电气、仪表安装、调试、工艺管道及三大主机工艺管道内的耐火材料，防腐保温施工及厂区蒸汽管道及煤气等建安工程。其中链箅机厂房为钢筋砼框架结构，宽度17.56m，长度78.5m，墙体为空心砖和彩板，屋面为轻型复合板。其系统设备安装包括：机架部分、密封装置、皮带机系统、运行链、尾轴导向轴、传动滚筒、托棍等安装。链箅机为4.5×57m，设备重1000t，耐火材料300t，设备安装总量约1144.171t。回热风系统设备重460.6t。环冷机基础为钢筋砼，环冷机室为钢框架结构，挡墙为钢筋砼，环冷机直径为φ22m，有效面积150m2，重量640t。回转窑直径为6.1m、长度40m、斜度4.25%；基础由Ⅰ档和Ⅱ档两部分组成，结构形式为钢筋砼大体积砼。过台及操作台均为钢结构，其系统包括筒体、托圈、托轮、挡轮、齿圈、传动装置、窑头、窑尾、密封装置等；回转窑设备总重1065t。回转窑--环冷机设备总重1752.815t，耐火材料重1200t。造球室为钢筋砼框架结构，屋面为现浇砼屋面，围护结构实心砖墙砌筑，基础为独立基础；其设备安装包括：振动给料漏斗、圆盘给料机、造球机、皮带机、辊式布料器。设备总重581.934t。配料室、配电室、精矿干燥室、胶带机通廊及转运站、环境电除尘、主抽风股份有限公司200万吨/年氧化球团项目施工组织设计8机、控制室、辊压机室均为钢筋砼框架结构，围护结构为空心砖砌筑，通廊多数为钢支架，局部为钢筋砼结构，围护为彩板。烟囱为120m钢筋砼烟囱，钢筋砼承台基础C25，钢筋砼烟囱筒身C30，烟囱内衬烧结普通砖，珍珠岩制品保温。施工及吊装设备行走平面布置图见HGQT-01、02。为确保施工质量与工期，特编制以下施工组织设计。2.施工准备2.1技术准备2.1.1积极主动与建设单位进行接触，进一步了解现场地形、地貌和水文地质情况。2.1.2组织各部门有关人员认真学习，熟悉施工图纸，领会设计意图，及时组织各专业共同进行图纸会审，并为设计交底做准备。2.1.3施工现场平面控制网的建立。2.1.3.1针对该施工现场的地理位置，建立施工现场平面控制网。2.1.3.2在建设单位提供拟建场地的基础上，进行二次场地清理，贯通施工道路，做好现场排水。2.1.3.3现场的各类施工场地和临设工程按平面布置图规划建设。2.1.4根据施