中水回用工程施工组织设计

-1-目录第一章、总体概况·····································································31、施工组织设计编制总说明··················································32、工程概况·······································································43、工程基本情况及施工平面布置（附施工平面布置图）··············44、水文地质条件·································································45、质量目标·······································································4第二章、编制依据·····································································51、编制依据·······································································52、编制说明·······································································7第三章、工程进度计划与措施······················································81、工程进度计划·································································82、保证进度计划措施··························································83、施工进度计划的实施与管理··············································8第四章、施工准备····································································10一、技术准备····································································10二、施工现场准备······························································11第五章、施工方案····································································12一、施工管理与专业技术配备···············································12二、絮凝池、高速滤池等混凝土结构施工································13三、土建施工方案······························································19四、工艺管道安装工程························································27五、设备安装工程······························································32六、电照施工方案······························································38-2-第六章、确保工程质量的技术组织措施·········································42一、组织措施····································································42二、质量保证技术措施························································44三、冬季施工措施······························································45第七章、确保工期的技术组织措施·················································46一、保证人员和施工设备满足施工需要的措施··························46二、保证连续施工措施························································47三、进度管理措施······························································47第八章、关键施工技术、工艺及工程项目实施的重点、难点及解决方案一、重点、难点·································································48二、解决方案····································································48第九章、确保安全生产、文明施工以及环境保护措施·······················51一、安全生产保证措施························································51二、文明施工措施······························································54三、环境保护、减少扰民措施···············································57第十章、地面及地下设施保护措施···············································58第十一章、资源配备计划···························································591、劳动力配备计划······························································592、主要施工机械配备计划····················································60第十二章、施工总平面布置图····················································62-3-第一章总体概况一、施工组织设计编制总说明本工程为漯河市沙南污水处理厂中水回用工程，位于漯河市沙南污水处理厂内，我公司凭借多年施工经验、雄厚的技术管理力量、经济实力和机械设备拥有量，凭借良好的信誉，无论从施工方案、人员设置、机械配备，或者材料供应、服务等方面都会争取做到最好全力以赴争取中标，如果中标，我们将会把此工程列为我公司的重点工程项目，以全公司为依托、为后盾，优质高速地完成本工程的施工，交出让用户满意的精品。我公司在该工程施工中，将以优质、高速、安全、文明为施工宗旨，本着对业主高度负责的态度，确定在170天内完成工程的施工。使该工程质量符合国家质量验收标准，达到优良。在施工中，我公司本着对业主高度负责的态度，将积极与质量监督部门配合，服从建设单位及监理工程师的管理，从严控制工程质量，在保证工程质量的同时认真做好安全文明施工。制定环保措施，控制噪音及杜绝各种声、光、尘污染；制定安全生产措施，建立安全保证体系，确保施工中不发生伤亡事故，创建安全文明工地。同时，在施工中协同建设单位开展“增收节支、开源节流”活动，提出更多合理化建议，力争“少花钱、多办事、办实事”，将建设单位投资的每一分钱落到实处，以达到有效控制投资的目的，更好更快地交出让业主满意的精品工程。本《施工组织设计》作为指导施工的技术性文件，编制时对各分部分项工程的工期、质量目标、项目管理机构设置与劳动力组织、施工进度计划控制、机械设备配备、主要技术措施、安全、文明施工及降低成本等诸多因素尽可能做到充分考虑，突出其科学性、适用性及针对性。-4-二、工程概况：漯河市沙南污水处理厂中水会用工程，设计规模为8.0万m3/d，建筑面积2175m²。本工程包括絮凝池、高速滤池及反冲洗设备间、提升泵房等构筑物。该工程所有构（建）筑物安全等级为二级，设计使用年限为50年。其中提升泵房垫层砼强度等级为C15，其他同强度等级为C30，抗渗等级为S6；絮凝池垫层砼强度等级为C15，池内填料为C15素砼，其余砼的强度等级为C30，池壁、底板、连接渠道等挡水构件抗渗等级均为S6；高速滤池及反冲洗设备间为两层钢筋砼框架结构，结构砼的强度等级为C30，地板下垫层的强度等级为C15，池内填料为C15，滤池、滤柱为C30细石砼，砼抗冻等级为F150，砌体采用M7.5水泥砂浆砌MU10砖。本工程建设概况：建设单位：漯河市水务投资有限公司；勘察单位：漯河市诚信岩土工程勘察有限公司；设计单位：中国市政工程中南设计研究总院；施工单位：河南隆基建设有限公司；监理单位：河南四方建设管理有限公司。三、工程基本情况及施工平面布置（附施工平面布置图）3.1施工平面布置：3.1.1施工道路：由建设单位提供的道路接入点接建本标段临时施工通道，临时施工道路应能保证雨季施工时畅通，不因雨而影响材料、设备的运输。3.1.2施工用水：由甲方引入施工现场的水源处接至施工点。3.1.3施工用电：由甲方引入施工现场的电源接入地点引入至施工点，并在现场设配电室和备用发电机。四、水文地质条件：设计及招标文件没有提供水文地质条件。五、质量目标：达到国家及地方现行的施工验收标准合格以上等级-5-第二章编制依据一、编制依据：1、招标文件、施工合同1.1漯河市沙南污水处理厂中水回用工程工程施工招标文件；1.2漯河市沙南污水处理厂中水回用工程施工合同；2、施工文件2.1漯河市水务投资有限公司提供的由中国市政工程中南设计研究总院提供的漯河市沙南污水处理厂中水会用工程的总平面图、建筑施工图、结构施工图、给排水安装工程施工图、电气安装工程施工图。2.2漯河市沙南污水处理厂中水会用工程设计交底及图纸答疑纪要。3、工程适用法律、法规、规范、规定、标准3.1法律、法规3.1.1《中华人民共和国建筑法》3.1.2《中华人民共和国招标投标法》3.1.3《房屋建筑和市政基础设施工程施工抽标投标管理办法》3.1.4《建筑工程质量管理条例》3.1.5《河南省建设工程质量管理条例》3.2规范、规定、标准3.2.1土建工程规范工程测量规范（GBJ50026-93）工程测量测量术语标准（GB/T50123-99）土方工程施工及验收规范（GBJ201-83）建筑地基基础施工质量验收规范（GB50202-2001）建筑地基处理技术规范（JGJ79-91）砌体工程施工质量验收规范（GB50203-2002）混凝土小型空心砌块建筑技术规程（JGJ/T14-95）多孔砖砌结构技术规范砌体工程现场检测技术标准（GB/T50315-2000）中型砌块建筑设计与施工规程（JGJ5-80）-6-屋面工程质量验收规范（GB50207-2002）建筑地面工程施工质量验收规范（GB50209-2002）建筑装饰装修工程质量规范（GB50210-2001）建筑防腐蚀工程施工及验收规范（GB50212-91）塑料门窗安装及验收规程（JGJ-103-96）外墙饰面砖工程施工及验收规程（JGJ126-2002）建筑施工门式钢管脚手架安全技