中国西南国际葡萄酒城项目南华徐营葡萄种苗基地引水工程施工组织设计（投标文件-技术标）

'中国西南国际葡萄酒城项目南华徐营葡萄种苗基地引水工程施工组织设计工程名称：中国西南国际葡萄酒城项目南华徐营葡萄种苗基地引水工程编制单位：云南省勤丰建筑经营有限公司编制人：审核人：-3- 实施单位：云南省勤丰建筑经营有限公司编制时间：2010年10月28日目录一、工程概况及编制依据-4-1.1编制依据-4-1.2工程概况-4-1.2.1地理位置-4-1.2.2项目情况-4-二、施工组织和管理-4-2.1施工准备工作-4-2.2施工组织部署-6-2.2.1施工部署-6-2.2.2项目部施工组织机构图-7-2.2.3项目部管理岗位职能-7-三、主要分部、分项工程施工方案与技术措施-8-3.1管网安装施工方案-8-3.1.1管槽放线-8-3.1.2管槽开挖-9-3.1.3垫层施工（按设计图纸施工）-9-3.1.4管网安装-9-3.1.4.1管材进场检验-9-3.1.4.2管材保护要求-9-3.1.4.3PE管的安装-10-3.1.5、稳管及水压试验-13-3.1.5.1稳管-13-3.1.5.2水压试验-14-3.1.6、阀井-14-3.1.7、管槽回填覆土-15-3.1.8管沟土方开挖施工工序及注意事项-15-3.1.9管沟土方回填施工工序及注意事项-16-3.2配套构筑物施工方案-16--3- 3.2.1闸井及蓄水池施工-16-3.2.1.1测量放线、设置控制网-16-3.2.1.2标高测量-17-3.2.1.3基础开挖-17-3.2.1.4砌体工程-17-3.2.1.5钢筋工程-20-3.2.1.6池底及池壁砼施工-21-3.2.2大沟修复-22-四、质量管理体系与措施-34-4.1质量目标-34-4.2质量保证体系-34-4.3主要责任人员质量职责-36-4.3.1建造师质量职责-36-4.3.2技术负责人质量职责-36-4.4质量保证措施-37-4.4.1质量保证主要控制要素-37-4.4.2质量奖罚制度-38-五、安全管理体系与措施-38-5.1安全施工措施-38-5.1.1安全目标-38-5.1.2安全保证体系-39-5.1.3安全生产措施-39-5.1.4施工机械的安全控制措施-40-5.1.5主要施工项目安全控制措施-40-5.1.5.1临时用电安全措施-40-5.1.6安全应急措施-41-5.1.7竣工收尾时的安全生产工作-41-六、工程进度计划与措施-42-七、资源配备计划-42-7.1投入本标段的主要施工设备表-42-7.2配备本标段的试验和检测仪器设备表-42-7.3动力计划表-42-7.4划开、竣工日期和施工进度横道图-42-7.5工总平面图-42-八、竣工交付与清场-42--3- 8.1竣工资料-42-8.2竣工验收申请报告-43-8.3工程验收-43-8.3.1部分工程验收-43-8.3.2单位工程验收-43-8.3.3程竣工验收-44-8.4完工清场-44-8.5服务及保修-44-8.5.1保修程序及责任-44--3- 一、工程概况及编制依据1.1编制依据1、中国西南国际葡萄酒城项目南华徐营葡萄种苗基地引水工程招标文件。2、中国西南国际葡萄酒城项目南华徐营葡萄种苗基地引水工程的工程量清单。3、施工标准及验收规范（1）《建筑工程施工质量验收统一标准》GB50300-2001；（2）《给水排水管道工程施工及验收规范》GB50268-2008；4、本公司类似工程施工技术文件及经验。1.2工程概况1.2.1地理位置项目区位于南华县龙川镇徐营片区，项目区有通乡公路通过，交通便利。1.2.2项目情况中国西南国际葡萄酒城项目南华徐营葡萄种苗基地引水工程，建设单位为楚雄州葡萄产业开发办公室。建设规模：总投资约140万元。质量要求：一次性验收合格。二、施工组织和管理2.1施工准备工作序号项目名称准备工作内容1技术准备有关施工标准及验收规范熟悉设计文件及标书内容、组织内部会审51 施工现场踏勘参加设计交底、图纸、设计文件会审编制“施工组织设计”、“施工作业指导书”，并按程序进行审批2物资准备材料、设备落实、进场验收管理、仓储设备材料计划编制与审批自行生产、加工所需材料、设备的落实、计划与申报物资管理人员培训、内业准备编制物资供应计划，物资管理办法实施细则3组织准备建立项目组织机构、健全各项管理制度组织各工种人员的培训施工设备的检修维护、进场工器具采购和改进施工任务划分及主要人员、设备的调配4施工场地准备申办当地施工许可证申办水、电、路、通讯使用许可证现场平面布置及标示、标志牌的制作施工营地及施工现场的安全防护措施及环保措施关联单位和个人的联系及事务处理5质量体系运行准备项目工程质量方针、目标质量管理手册，作业指导书51 质量控制程序关键、特殊工序质量审核计划施工组织设计施工标准及验收规范质量检验计划施工作业指导书质检、特殊工种资格证、上岗证项目质量责任制2.2施工组织部署2.2.1施工部署1、建立健全质量保证体系、工程施工管理体系，严格按设计图纸、技术标准和施工验收规范组织施工，实施关键工序考核负责制，确保工期目标的实现。2、组织各作业班组进场分区域同时施工，根据各作业组各工序对人力和机械资源需求不平衡的特点，对每个作业区域的施工进度进行总体控制，在管理上，确定人力资源、机械资源、材料资源由项目经理部统一调配、统一指挥。3、施工平面布置：根据该工程流动施工的特点，本公司将项目经理部设置在龙川镇徐营片区的村庄内。项目部内配置有良好的办公、生活设施、会议场所以及设立设备、材料总仓库并设立搅拌站，木工制作棚，钢筋制作棚。其余各村管道采用在各村就近租用民房的方式作为各施工队居住生活场所，并在各村设立临时搅拌站。项目部与施工队之间配备良好的通讯设备与交通车辆。51 2.2.2项目部施工组织机构图建造师项目副经理技术负责人质量管理组材料管理组安全管理组外围协调组计划管理组施工一队施工二队施工三队土方班管道班土建班2.2.3项目部管理岗位职能1、建造师：对整个施工项目负全责，全权管理和实施工程施工，执行业主指挥部、监理部门、政府部门的指示。在组织、指挥施工过程中，贯彻执行公司质量方针，按公司质量手册、程序文件规定，强化质量管理，合理组织施工，负责工程项目的合同管理工作及外部联络工作；2、项目副经理：对工程建造师负责，协助建造师全面负责工程施工组织管理工作和外部联络工作；51 3、技术负责人：对工程建造师负责，负责施工全过程的技术和质量管理工作，负责与业主方工程管理处和设计单位的技术工作联络，负责施工技术文件的编制、交底工作，负责技术资料的归档整理交工工作；4、质量管理组：对建造师负责，接受业主方工程质管处、监理部门、政府质监部门的监督，全面负责本工段工程质量检查和监督管理工作；对检验不合格的工序提出整改意见并监督实施整改情况；对到场的材料进行检查验收及收集质量证明资料，负责需检测材料的送检工作。5、材料管理组：对建造师负责，负责本工程的物资采购、验收、保管与发放；负责工程中业主方提供物资的验收、保管与发放；负责与业主方物供处的业务联络；6、安全管理组：对建造师负责，在业主方工程指挥部、监理部门和当地劳动部门的指导下，全面负责施工全过程的安全工作、文明施工和施工现场的保安工作。三、主要分部、分项工程施工方案与技术措施3.1管网安装施工方案施工顺序及工艺流程安装管道管道沟槽验收管道沟槽开挖测量放线浇筑管道支墩采购管道直场管道基槽回填监理审批合格、不合格灌水试验检测成品养护保护竣工验收3.1.1管槽放线在沿管沟一侧设置管槽开挖边桩，边桩设定在管沟折点，闸门井和排气井等部位每30米加一个边桩，然后根据边桩洒白灰开挖线，报业主、监理验线后进行管槽开挖。51 3.1.2管槽开挖沟槽开挖与排水：（1）土方开挖采用机械与人工相结合，先采用机械开挖，挖至设计标高以上10㎝作为基础保护层在施工前用人工开挖，并铲平修整到设计标高平面尺寸。（2）本工程如有积水积存于沟内设置集水坑，积水及时用潜水泵进行移动式抽除，潜水泵设置好防护过滤设施。（3）开挖时将地表30cm以内的面层及不可回填土及时拉走，在管槽边临时堆放土方时，其堆土边线距开挖边线的距离不得小于80cm，堆土高度不大于1.5m，堆土边坡1：1。3.1.3垫层施工（按设计图纸施工）管道垫层为砂垫层，沟槽开挖验收合格后，由人工将黄沙、石料装进挖机斗，挖机运送石料倒入槽内，人工铺平夯实到设计标高，垫层厚度10cm。3.1.4管网安装3.1.4.1管材进场检验安装前对管材、管件进行验收，对产品合格证、质量保证书、各项性能检验报告和产品使用说明书等相关资料，并对外观检验，对有明显沟纹、杂质、气孔、色彩不均等以及局部伤痕超过管道公称壁厚10%，断面圆度误差大于0.5mm，壁厚不均匀度大于12%的不合格管材拒绝进场。3.1.4.2管材保护要求1、PE管运输时应放在平板上，直管全长应有支撑保护，必须用遮阳布遮盖，并避免与油污及其他化学药品接触。2、PE管在装卸时，严禁沿地面拖拉，不得剧烈撞击，应按要求在指定地点小心卸管，轻搬轻放，而且材料堆放高度不得超过1.5米。51 3.1.4.3PE管的安装1、施工安装要求（1）、一般要求A、安装人员应熟悉热熔式插接连接PE管的一般性能，掌握基本的操作要点。B、安装人员应熟悉设计图纸，了解施工现场情况及其它工种相互配合的关系。C、施工前应对材料和外观及配件等进行检查，禁止将管材长期暴露于阳光下。D、凡埋设在地下或暗装管道，必须先进行水压试验，试验合格后方可再填埋或封闭。(2)、配管要点A、管子的切割应采用专门的切割剪或普通手工锯。剪切管子时应保证切口平整。剪切时断面应与管轴方向垂直。B、管子末端外表面刀刮一斜面，在熔焊之前，焊接部分最好用酒精清洁，然后用清洁的布或纸擦干。并在管子上划出需熔焊的长度。C、将专用熔焊机打开加温至260℃，当控制指示灯变成绿灯时，开始焊接。D、将需连接的管子和配件放进焊接机头，加热管子的外表面和配件接口的内表面。然后同时从机头处拔出并迅速将管子加热的端头插入已加热的配件接口。插入时不能旋转管子，插入后应静置冷却数分钟不动。其加热时间和冷却时间及焊接深度按下表要求执行：管外径(mm)焊接深度(mm)加热时间(s)加工时间(s)冷却时间(min)75263010890324015851 1254253101016050601010注：若环境温度小于5℃，加热时间应延长50%。E、熔焊机用完后，需清洁机头以备下次使用。F、将已熔焊连接好的管子安装就位。2、安装施工工艺A.管道在安装施工前应具备以下条件:a．施工图纸及其他技术文件齐全,且已进行图纸技术交底，满足施工要求。b．施工方案,施工技术,材料机具供应等能保证正常施工。c．施工人员应经过建筑给水聚丙烯管道安装的技术培训。d．提供的管材和管件应符合设计规定,并附有产品说明书和质量合格证明书。不得使用有损坏迹象的材料.材料进场后要核对规格与数量.检验管材是否有弯扁,劈裂现象，如有及时找厂家调换。e．搬运管材和管件时应小心轻放,避免油污,管材和管件应存放在通风良好的库房或简易棚内,不得露天存放,防止阳光直射,注意防火.管材应水平堆放在平整的地上,堆置高度不得超过1.5米。B．管道应铺设在经夯实的填土层内，填土层夯实后按管道埋设深度进行开挖，严禁在回填土之前或未经夯实的土层中铺设，铺设管道的沟底应平整。不得有突出的坚硬物件。土壤的颗粒不得大於１２mm，必要时可铺１００mm厚的砂垫层。C．管道铺设前应按设计图纸位置画出小样图，测量实际长度，如现场施工有更改，应有图示纪录。51 D．同种材质的给水管及管配件之间，应采用热熔连接，安装应使用专用热熔工具。埋地管敷设不得采用丝扣和法兰连接．给水聚丙烯焊管与金属管件连接，应采用带金属嵌件的聚丙烯管件作为过渡．该管件与塑料管采用热熔连接，与金属管件或五金配件采用丝扣连接。热熔连接应按下列步骤进行：a.热熔工具接通电源，到达工作温度指示灯亮后方能开始操作；b．切割管材，必须使端面垂直于管轴线．管材切割一般使用管子剪或管道切割机，必要时可使用锋利的钢锯，但切割后管材断面应去除毛边和毛刺；c．管材与管件连接端面必须清洁，干燥，无油；d．用卡尺和合适的笔在管端测量并标绘出热熔深度，热熔深度应符合下表：热熔连接技术要求管外径(mm)焊接深度(mm)加热时间(s)加工时间(s)冷却时间(min)7526301089032401581254253101016050601010注：若操作环境温度小于５℃，加热温度应延长二分之一。　　　e．热熔弯头或三通时，按设计图纸要求应注意其方向，在管件和管材的直线方向上，用辅助标志标出其位置；f．连接时，无旋转地把管端导入加热套内，插入到所标志的深度，同时，无旋转的把管件推到加热头上，达到规定标志处，加热时间必须满足上表的规定（也可按热熔工具生产厂家的规定）。g．达到加热时间后，立即把管材与管件从加热套与加热头上同时取下迅速无旋转地直线均匀插入到所标深度，使接头处形成均匀凸缘。h．在上表规定的加工时间内，刚熔接好的接头还可校正，但严禁旋转。F．试压应在管沟还土前进行，达到试压要求后,方可回土．（试验压力应为管道系统工作压力的１.５倍，但不得小于１.０Mpa）．管道水压试验应符合下列规定：a.热熔连接管道，水压实验时间应在２４日后进行。　51 b.水压试验之前，管道应固定，接头需明露。c.管道注满水后，先排出管道内空气，进行水密性检查。d.加压宜用手动泵，升压时间不小于１０Min，测定仪器压力精确度应为0.01Mpa。e.至规定试验压力,稳压1h,测试压力下降不得超过0.06Mpa。f.在工作压力的1.15倍状态下,稳压2h,压力降不得超过0.03Mpa,同时检查各连接处不得渗漏。在30分钟内,允许两次补压,升至规定试验压力，并填写“管道系统强度和严密性试验记录”，管道竣工后交付使用前进行清洗试验，并填写“管道及系统清洗（吹洗、脱脂）记录”。对该工作的评定填写的时间必须在压力试验后，隐蔽工作前进行。并同时填写“管道隐蔽工程验收记录”。G.试压合格后,埋地管方可回填土，管周回填土不得夹杂坚硬物直接与管壁接触.应先用沙土或颗粒径不大于12mm的土壤回填至管顶上侧300mm处,经夯实后方可回填原土.H.质量控制点:a.严禁在回填土之前或未经夯实的土层中铺设,铺设管道的沟底应整平。b.水压试验必须在回填土之前进行。c.回填土先用沙土或颗粒径不大于12mm土壤回填至管顶上侧300mm。d.管道出地平处应设置护管。e.热熔时必须按有关要求进行。3.1.5、稳管及水压试验3.1.5.1稳管严格控制胸腔以下部位三角区两侧同时回填，以防管线产生位移，只能采用人工夯实，每层填方厚15cm，用尖头铁锤夯打3遍，做到夯夯相连。胸腔以下采用脚踏实之后，用木夯或小铁锤轻轻夯打并不得有10cm51 以上土块及碎砖、瓦砾。3.1.5.2水压试验1、水压强度试验压力应为管道系统工作压力的1.5倍，但不得小于0.60MPa。2、水压试验之前，对试压管道采取安全有效的固定和保护措施。3、水压试验步骤(1)将试压管道末端封堵，缓慢注水，同时将管道内气体排除。(2)充满水后进行水密性检查。(3)系统应缓慢升压，升压时间不得小于10min。(4)升压至规定试验压力后，停止加压，稳压1h，观察接头部分有无漏水现象。(5)稳压1h后，再补压至规定的试验压力值以消除管道因装水承压后，管道体积膨胀对试压结果的干扰。3.1.6、阀井阀井砌筑施工工艺：基层抄平→放线→技术交底→排砖撂底→挂线→砌筑→勾缝→检查→报验。（1）、砖砌体砌筑前，应对红砖进行浇水湿润，含水率控制在10％-15％之间；（1）、红砖采用“三一”砌砖法施工，灰缝控制在10㎜；（2）、砌体砌筑应横平竖直、灰浆饱满、水平灰缝砂浆饱满度不得低于80％、立缝为100％；（3）、内壁勾缝前，对表面灰缝进行清理，深度为5㎜，保持51 深、宽度一致，清完缝后对砌体浇水湿润，采用100＃水泥砂浆勾缝，先勾水平缝，后勾立缝，采用￠6钢筋操作，砂浆滚压密实，粘结牢固，接缝平顺，擦缝清晰，深浅一致，表面光洁。（4）、外壁抹灰前，对表面进行清理，洒水湿润，分两遍进行，第一遍13㎜厚打底搓毛赶平，待底层七成干后开始罩面，面层应洒水收光，成型后粘结牢固、表面光洁、接槎平整，颜色一致，无抹痕、起砂、空裂等现象。3.1.7、管槽回填覆土以上各工序验收合格后，管底至管中心采用黄砂对称分层回填，严禁单侧回填每层回填厚度15cm，密实度应达到93%，管中心至管顶以上30cm采用原土分层夯实回填，当回填土含水量高且不具备降低含水量条件时，应加填石灰土、砂、砂砾等长材料；管顶30cm以上采用原土回填。胸腔至管顶以上采用机械回填土压实。采用分层夯实，做到夯夯相连每层厚度不得大于30cm，夯实密度不低于93%。并不得有10cm以上土块及碎砖、瓦砾。1、回填要求：1）沟槽回填土，严格按规范进行回填，严格操作要求，作好技术交底。回填前必须排除积水，清除淤泥疏干槽底。如有降水措施的沟槽，应回夯实完毕，再停止降水；如排除积水有困难，也要将淤泥清除干净，再分层回填或砂砾，在最佳含水量下进行夯实。2）沟槽回填应将槽底木料、草帘等杂物清除干净，遇过湿土要经过晾晒或掺干石灰粉，降低至接近最佳含水量时再进行摊辅夯实。3）槽边弯曲不齐的，应将槽边切齐，使碾轮靠边碾压，对于闸阀井或其他构物附近的边角部位，应用动力夯或人力夯夯实。3.1.8管沟土方开挖施工工序及注意事项(1)开挖程序确定的基本原则①按照先上后下、先坡后底水平作业的次序开挖；②边坡开挖清理工作须在填筑前开挖，防止出现边填筑边开挖现象；51 ③要注意考虑水文气象条件对开挖施工的影响。(2)具体工序安排①测量放样→②表面植被与障碍物清理→③挖掘外运→④开挖面处理→⑤验收。3.1.9管沟土方回填施工工序及注意事项(1)回填程序确定的基本原则①分层填筑、依次碾压；②按照先下后上、先中间后两边；③要注意考虑水文气象条件对开挖施工的影响。(2)具体工序安排①测量放样→②表面植被与障碍物清理→③挖掘外运→④开挖面处理→⑤验收。(3)回填质量管下10-15cm，管顶及管侧15-20cm以内的回填土中不得有石块、碎砖及其它尖硬物，最好用砂代替。3.2配套构筑物施工方案3.2.1闸井及蓄水池施工3.2.1.1测量放线、设置控制网（1）根据设计交底提供的桩位和坐标，在施工范围放出轴线桩、交汇桩和转角桩。（2）根据具体桩位，进行加密保护控制。作好交桩的保护桩、引线桩，经校核正确，全部反映到控制网上。所有保护桩、引线桩，必须设置在明显、牢固的地段。若无合适位置，亦可采用现浇钢筋混凝土桩来代替。51 （3）管道、构造物放样，根据施工图纸坐标放出管道、构造物位置。并按施工图纸坐标正确定位及核定标高。3.2.1.2标高测量（1）先将业主单位提供的两个以上永久性标高点进行两次闭合核实，若无误差，认定永久性标高正确。根据永久性标高，按规范要求加密临时水准点，临时水准点亦可用浇桩代替。（2）标高的复测必须及时进行、杜绝误差。（3）上述所有的控制桩、标高桩和其它桩位经监理工程师复核后，在设置的桩号上编号，防止桩混淆而发生差错。所有桩应予以详细记录，并说明位置、方向、作用、标高或方位等。3.2.1.3基础开挖由于开挖量较小且深度较浅，土方开挖主要采用反铲挖掘机开挖，人工修整。所有开挖土方均直接挖装至汽车运输至业主指定的弃碴场，部分土方在取得有关部门同意后就近堆放，并加以覆盖，作为后期回填使用。土方开挖的深度，断面形状原则上按设计要求执行，基础及两侧边坡清理平顺。基础面上突出的岩石用风镐处理，不稳定边坡根据实际情况进行支护，做到安全、文明施工。土石方开挖采用机械开挖,手风钻钻孔,采用浅孔爆破施工方案，人工装料，5t自卸汽车运输。3.2.1.4砌体工程砖砌体施工1、施工准备材料：砖：普通粘土砖强度等级必须符合设计要求，并有出厂合格证、试验单。51 水泥：品种及标号应根据砌体部位及所处环境条件选择，一般宜采用32.5普通硅酸盐水泥或矿渣硅酸盐水泥。砂：用中砂，含泥量不超过5%，使用前用5mm孔径的筛子过筛。掺合料：白灰熟化时间不少于7d，或采用砂浆王等外加剂；2、操作流程作业准备→砖浇水→砂浆搅拌→砌砖墙→验评3、施工工艺、砖浇水：粘土砖必须在砌筑前一天浇水湿润，一般以水浸入砖四边15mm为宜，含水率为10%～15%，常温施工不得用干砖上墙；雨季不得使用含水率达饱和状态的砖砌墙。、砂浆搅拌：砂浆配合比应采用重量比，计量精度水泥为±2%，砂、灰膏控制在±5%以内，采用机械搅拌，搅拌时间不少于1.5min。、砌砖墙：A、组砌方法：烧结粘土砖采用三顺一丁砌法。B、选砖：砌清水墙应选择棱角整齐，无弯曲、裂纹，颜色均匀，规格基本一致的砖。敲击时声音响亮，焙烧过火变色，变形的砖可用在基础及不影响外观的内墙上。C、砌砖前应先盘角，每次盘角不要超过五层，新盘的大角，及时进行吊、靠。如有偏差要及时修整。盘角时要仔细对照皮数杆的砖层和标高，控制好灰缝大小，使水平灰缝均匀一致。大角盘好后再复查一次，平整和垂直完全符合要求后，再挂线砌墙。D、挂线：砌筑一砖半墙必须双面挂线，如果长墙几个人均使用一根通线，中间应设几个支线点，小线要拉紧，每层砖都要穿线看平，使水平缝均匀一致，平直通顺；砌一砖厚混水墙时宜采用外手挂线，可照顾砖墙两面平整，为下道工序控制抹灰厚度奠定基础。E、砌砖：砌砖宜采用一铲灰、一块砖、一挤揉的“三一”51 砌砖法，即满铺、满挤操作法。砌砖时砖要放平。里手高，墙面就要张；里手低，墙面就要背。砌砖一定要跟线，“上跟线，下跟棱，左右相邻要对平”。水平灰缝厚度和竖向灰缝宽度一般为10mm，但不应小于8mm，也不应大于12mm。为保证清水墙面主缝垂直，不游丁走缝，当砌完一步架高时，宜每隔2m水平间距，在丁砖立楞位置弹两道垂直立线，可以分段控制游丁走缝。在操作过程中，要认真进行自检，如出现有偏差，应随时纠正。严禁事后砸墙。清水墙不允许有三分头，木得在上部任意变活、乱缝。砌筑砂浆应随搅拌随使用，一般水泥砂浆必须在3h内用完，水泥混合砂浆必须在4h内用完，不得使用过夜砂浆。砌清水墙应随砌、随划缝，划缝深度为8～10mm，深浅一致，墙面清扫干净。混水墙应随砌随将舌头灰刮尽。浆砌石施工1石料的选用砌石体的石料应选用材质坚实，无风化剥落层或裂纹，石材表面无污垢、水锈等杂质，用于表面的石材，应色泽均匀。石料的物理力学指标应符合国家施工规范要求。2浆砌石体砌筑2.1砌筑前，应在砌体外将石料表面的泥垢冲洗干净，砌筑时保持砌体表面湿润。2.2浆砌石施工采用座浆法分层砌筑。砌筑应先在基础面上铺一层3～5cm厚的稠砂浆，然后安放石块。2.3浆砌石体养护砌体完成后，须用麻袋或草袋覆盖，并经常洒水养护，保持表面潮湿。养护时间一般不少于5～7d，冬季期间不再洒水，而应用麻袋覆盖保温。在砌体未达到要求的强度之前，不得在其上任意堆放重物或修凿石块，以免砌体受振动破坏。51 3.2.1.5钢筋工程1、钢筋采购、检验品种和性能应符合国家标准中的规定。钢筋根据钢筋需用量计划分批采购、进场，钢筋经采购进场时，应分批验收，分别堆放，不得混杂，并立牌以资识别。对于每一批发货到现场的钢筋，施工方将及时向项目监理提交钢筋制造厂家的质量合格证书。钢筋的外观检查和力学性能试验按有关规定进行。2、钢筋的加工、制作钢筋表面应清洁，钢筋在使用前应将油渍、漆污等均应在使用前清除干净，在焊接前焊点处的水锈应清除干净。在施工现场的钢筋加工棚设置钢筋切断机、弯曲机。钢筋接头主筋采用搭接焊，其它分布钢筋、箍筋采用绑扎接头，接头外观检查由项目质检员负责，并由项目监理进行抽查，其外观须符合如下要求：焊缝表面平整，不得有凹陷、焊瘤，接头不得有裂纹、气孔、夹渣等数量与大小，以及接头尺寸偏差，不得超过规范规定。焊接接头应按规范进行试验。钢筋搭接处，应在中心和两端用铁丝扎牢，绑扎接头的位置不宜置于构件的受力部位，并应符合有关接头的位置、数量、使其错开。3、钢筋工程的质量检验与隐蔽验收钢筋绑扎完后，在混凝土浇注之前，首先应由班组组织自检，由技术负责人、专职质检员进行检查验收，合格后，并邀请项目监理一起进行测试检查，对钢筋及预埋件进行验收，并做好工序检查记录及隐蔽工程记录。51 3.2.1.6池底及池壁砼施工底板混凝土浇筑池底砼施工安排在开挖完后进行。施工时先在验收地基上放线，并采用红色油漆做好高程、桩号等控制标记，然后组织人工对水池底板进行清基及立模，并安放钢筋，最后采用人工推拉胶轮车配料，1台0.35m3强制式砼拌和机搅拌，通过预先搭设好的施工平台及溜槽把砼溜入浇筑现场，再配以胶轮车推入浇筑仓面进行砼浇筑施工。砼铺筑一定范围后采用1.1kw软轴振捣棒进行振捣，一般振捣时间为1min左右，直至混凝土面不在冒气泡为止。浇筑施工完毕8h后，每隔2h洒水养护一次，并做好防晒措施。钢筋：预先在钢筋加工场内按审核的下料表下料制作好，施工时再人工抬往绑扎施工现场。保护层垫块采用预制砼垫块。模板：主要采用组合钢模板辅以脚手架钢管支模，局部异形部位采用木模支模。砼入仓：由于底板与拌和机出口存在一高差（约3.5米），因此从拌和机出口搭设砼溜槽到底板顶面，并在底板上层钢筋上用竹胶板铺路，砼从拌和机出口经溜槽溜入手推胶轮车，通过竹胶板铺路推入浇筑仓面。池壁混凝土每仓施工工序为：施工缝处理→立模→浇筑→拆模→养护。模板：主要采用组合钢模板辅以普通钢管脚手架立模，局部异形部位采用木模立模。池壁两侧模板用10#镀锌铁丝对拉加固，内撑短钢筋，以确保模板立模尺寸不变形，混凝土浇筑成型厚度符合设计要求。混凝土拌制：与底板相同。混凝土入仓：用普通脚手架钢管沿浇筑池壁边搭设宽约2.5m的钢管栈桥51 ，上铺竹跳板和竹胶板做为手推胶轮车运输混凝土的运输通道。施工时混凝土从拌和机口倒入手推胶轮车内沿施工栈桥推到仓面入仓。混凝土浇筑：由于池壁浇筑仓面较长，采用池壁一头向另一头分台阶分层逐步推进浇筑的方法施工。确保池壁不出现冷缝，台阶高差1m，分层高度0.5m。1.1kw轴软振捣器人工平仓振捣。闭水试验当砼强度达到规范要求后，拆除模板，并清除水池内的施工材料和施工废碴，对砼缺陷按规范进行处理后，根据水池闭水试验规范、规定和要求进行闭水试验，并做好试验检查记录。3.2.2大沟修复（1）浆砌石施工1石料的选用砌石体的石料应选用材质坚实，无风化剥落层或裂纹，石材表面无污垢、水锈等杂质，用于表面的石材，应色泽均匀。石料的物理力学指标应符合国家施工规范要求。2浆砌石体砌筑2.1砌筑前，应在砌体外将石料表面的泥垢冲洗干净，砌筑时保持砌体表面湿润。2.2浆砌石施工采用座浆法分层砌筑。砌筑应先在基础面上铺一层3～5cm厚的稠砂浆，然后安放石块。（2）抹灰工程1、操作工艺51 工艺流程：墙面清理粉尘、污垢→浇水湿润墙面→吊垂直找方抹灰饼冲筋、找规矩→抹底灰→抹面层防水砂浆。1）、基层处理：将墙面上残余砂浆、污垢、灰尘等，清理干净，并用水浇墙，将砖缝中的尘土冲掉，并将墙面湿润。2）、吊垂直、套方、找规矩、抹灰饼同上。3）、冲筋，抹底层砂浆时，用大横竖刮平，木抹子搓毛，终凝后浇水养护。2、质量验收（1）、保证项目：所用的材料品种，质量必须符合设计要求，各抹灰层之间，及抹灰层与基体之间必须粘结牢固、无脱层、空鼓、面层无爆灰和裂缝（风裂除外）等缺陷。（2）、允许偏差项目：　　　　　　　　墙面一般抹灰允许偏差项次项目允许偏差（MM）检验方法中级高级12345立面垂直表面平整阴阳角垂直阴阳角方正分格条（缝）平直544433222－用2m托线板检查用2m靠尺及楔形塞尺检查用2m托线板检查用2m方尺及楔形塞尺检查拉5m小线和尺量检查3、成品保护各抹灰层在凝结前应防止快干、曝洒、水冲、撞击和振动，以保证其灰层有足够的强度。4、注意事项51 空鼓、开裂和烂根:由于抹灰前对基层清理不干净或不彻底，抹灰前不浇水，每层灰抹得过厚，跟得太紧。为解决好空鼓、开裂等质量问题，应从三方面下手解决，第一施工前的浇水、清理；第二施工操作分层分遍压实认真不马虎；第三施工后及时浇水养护，并注意施工地点的洁净，抹面层应一次到底。3.2.3泵站施工A、变压器安装○主要技术要求①装卸及运输：变压器在装卸及运输过程中，无冲击和严重震动现象。搬运及装卸前，要核对高低压侧方向，以免安装时调换方向困难。②本体及附件安装：变压器基础轨道要水平，轨距与基座间距相配合。③变压器安装完成后，作以下检查：变压器本体、冷却装置及所有附件均无缺陷；轮子的制动装置牢固；油漆完整，相色标志正确，接地可靠；变压器顶盖上无遗留杂物；变压器的相位及线圈的接线组别符合并列运行要求；冷却装置运行正常。变压器送电试运行变压器第一次投入时，全电压冲击合闸，由高压侧投入，观察变压器冲击电流，听变压器声音。变压器冲击进行3～5次，每次冲击间隔时间为3～5分钟，冲击时电流不引起保护装置误动作。51 变压器试运行中，注意其空载电流，一、二次电压，绕组温度等有无变化，变化情况如何，并做好详细记录。空载运行24小时，若无异常情况，方可投入负荷运行。B、控制柜安装：控制柜运到现场后，组织开箱进行检查，检查有无变形、掉漆现象，仪表部件是否齐全，备品备件、说明书等有无缺损，并做好开箱记录。根据施工图的布置，按顺序将柜放在基础槽钢上。成列柜逐台找正，以柜面为标准。就位找正后，按柜规定螺孔尺寸进行固定或焊接固定（柜、箱与基础型钢间采用点焊，不能焊死）。控制柜单独或成列安装时，其相邻两柜顶部水平度偏差不大于2mm，全部柜顶部水平偏差不大于5mm，其相邻两柜边不大于1mm，全部柜面不平度不大于5mm，柜间接缝不大于2mm。柜接地：柜从后面左下部的基础槽钢侧面上焊上铜接线端子，用6mm2铜线与柜上的接地端子连接牢固。C、离心泵的安装　　管道离心泵的安装技术关键在于确定离心泵安装高度即吸程。这个高度是指水源水面到离心泵叶轮中心线的垂直距离，它与允许吸上真空高度不能混为一谈，水泵产品说明书或铭牌上标示的允许吸上真空高度是指水泵进水口断面上的真空值，而且是在1标准大气压下、水温20℃51 情况下，进行试验而测定得的。它并没有考虑吸水管道配套以后的水流状况。而水泵安装高度应该是允许吸上真空高度扣除了吸水管道损失扬程以后，所剩下的那部分数值，它要克服实际地形吸水高度。水泵安装高度不能超过计算值，否则，离心泵将会抽不上水来。另外，影响计算值的大小是吸水管道的阻力损失扬程，因此，宜采用最短的管路布置，并尽量少装弯头等配件，也可考虑适当配大一些口径的水管，以减管内流速。应当指出，管道离心泵安装地点的高程和水温不同于试验条件时，如当地海拔300米以上或被抽水的水温超过20℃，则计算值要进行修正。即不同海拔高程处的大气压力和高于20℃水温时的饱和蒸汽压力。但是，水温为20℃以下时，饱和蒸汽压力可忽略不计。从管道安装技术上，吸水管道要求有严格的密封性，不能漏气、漏水，否则将会破坏离心泵进水口处的真空度，使离心泵出水量减少，严重时甚至抽不上水来。因此，要认真地做好管道的接口工作，保证管道连接的施工质量。D、线路安装一、电缆敷设：电缆到货后，要检查电缆的型号、规格、数量以及是否有合格证和试验出厂报告，如上述符合要求后，方可接收。电缆敷设应在动力盘、控制盘、保护管及支架安装验收合格后方可进行。动力电缆和控制电缆分层排列，且排列整齐，两电缆侧头及转弯处应将电缆与支架绑扎固定。电缆敷设时应使用专用支架，将电缆盘架起敷设，严禁电缆盘倒地敷设，并且用人力拉起电缆，不要损坏电缆外绝缘。51 在制作电缆头时，必须由专业人员制作，以保证电缆头制作质量。在电缆施工完后，电力电缆、控制电缆必须在做绝缘试验后方可送电。盘底座应根据土建进度情况，在土建配合下按要求埋设。E、钢管管道安装（1）管道安装施工程序工艺管道施工程序：施工准备→材料进场及检验→配合土建预留预埋→管道、管件加工及防腐→管沟开挖→管道及阀门安装→技术复核→管道试压、冲洗→补口与补伤→防腐→回填→交工验收给排水管道施工程序：施工准备→材料进场→及检验→预留、预埋→管沟开挖→管道安装→附属构筑物的砌筑管道试压、冲洗、水密性试验→管沟回填。（2）管道主要施工方法及技术要求a施工准备施工前认真熟悉图纸和相应的规范，进行图纸会审，做好图纸会审记录，编制材料进场计划、作业指导书，并对施工班组进行施工技术交底。施工前做好充分的焊工准备，做好焊工的选拔、培训工作，保证焊工在质与量上满足工程施工的需要，确保焊接工艺并严格工艺纪律，确保焊接质量。b材料进场及检验管道进场后，进行外观检验，保证无裂纹、夹渣、重皮等缺陷。在制造厂制造的配件要有公称直径、压力等级、制造厂名称、产品批号等标记。51 闸阀的规格、型号与设计相符，外观无缺陷，开关灵活，并按设计要求进行强度和严密性试验，合格后方可进行安装。为保证闸阀正常工作，所有闸阀必须配有必要的附件或配件，闸阀各部件上有生产厂家及其规格的浇注字样和完好无损的铭牌。进场领用的材料堆放整齐，规格、型号、材质要分清，每一种材料必须挂牌，注明规格、名称、材质并建立台帐，做到账、物、卡相符，收发手续完整。专用随机安装工具妥善保管，材料在堆放中要有防止变形的措施。管道、管件、闸阀等在搬运、安装过程中要轻拿轻放，禁止扔、摔等方式搬运。我方自供材料进入现场经自检合格后，及时填写材质报检单，向业主现场代表报检，经检查合格后，方可使用。c管道预制及防腐管道预制加工在预制场地集中进行，为了尽量减少固定焊口的焊接数量，将钢管及管件在地面预制成管道组成件，管道组成件预制的深度以方便运输和安装为宜。钢管道和管件在安装前要做好防腐处理,防腐做好的管子要放在高出地面的木头垫块上,同时为了防止损坏管子外面的土层,垫块要放在管子未涂覆的端部.埋地钢管内外防腐严格按设计总说明要求进行施工。所有钢管、管件及管道支架涂漆前除去油污、泥土等杂物，并进行除锈处理，须满足《涂装前钢材表面处理规范》SYJ4007-86中的Sa.2.5级后方进行防腐处理。防腐层完成后，采用测厚仪进行厚度检测，采用电压为1500V的电火花检漏仪进行绝缘检查，不合格处须进行补涂。51 钢管内防腐前，管内壁必须进行清扫，清除松散的氧化皮、浮锈、泥土、油脂、焊渣等附着物。钢管焊接接头部位的内防腐应在焊接检测合格及管道试验合格后进行，接头处采用人工内防腐时应考虑安全措施，并保证质量。d埋地管道安装钢管在保管、支撑和输送过程中要防止管子防腐层的损坏，不得将管子贮存放置在岩石或其它坚硬的表面上，在保存和输送过程中要保证管道无损，并不得将管道扔或推入沟槽中。在施工过程中，根据管径的大小和埋设的深度，采用机械和人工相结合的方式进行下管，大管采用机械下管，用吊车将管子吊至沟槽里，吊带用宽帆带缠绕，进行吊装，采用两点起吊，吊装过程中，稳起稳放。同时在沟槽基础上做好一个凹口，保证吊装带抽出，而不损伤涂层。在地沟内连接管段，管线须找正找直。e管道连接及闸阀安装钢管的直管与直管、直管与管件采用手工电弧焊连接；直管与闸阀采用法兰连接。钢管手工电弧焊及质量要求本工程钢管管径最大为DN150，采用手工电弧焊，焊接前对被焊材料进行焊接工艺评定，提出焊接工艺报告。电弧焊焊接壁厚等于或大于4mm的焊件坡口形式采用“V”型；壁厚小于4mm，采用“I”型坡口，钢焊件的坡口尺寸如下表：钢焊件的坡口尺寸（mm）51 厚度T坡口形式间隙C钝边P坡口角度ɑ（º）1～3I型坡口0～1.5————3～60～2.5————6～9V型坡口0～20～265～759～260～30～355～65采用坡口机进行管道坡口，要求坡口表面整齐、光洁，不合格的管口不得进行对口焊接。管道采用对口机进行对口，对口时保证外壁平齐，用钢直尺紧靠一侧管道外表面，在距焊口200mm另一侧管道外表面处测量，管道与管件之间的对口，也要做到外壁平齐。钢管对好口后进行点固焊，点固焊与第一层焊接厚度一致，但不超过管壁厚的70%，其焊缝根部必须焊透，点焊位置均匀对称。点焊长度和间距如下表：钢管接口点焊长度和点数管径DN(mm)点焊长度(mm)点焊点焊数(处)管径DN(mm)点焊长度(mm)点焊点数(处)80～15015～303600～70060～706200～30040～504800以上80～100一般间距400mm左右350～50050～605厚度在6mm以下的接口，焊接分两层，第一层打底，第二层盖面；厚度大于6mm焊口采用多层焊，在焊下一层之前，将上一层的焊渣及金属飞溅物清理干净。多层焊时，各层引弧点和熄弧点均错开20mm或错开30º角。51 焊缝均满焊，焊接后立刻将焊缝上焊渣、氧化物清除，每个焊缝在焊接完成后立即标记出焊工的标识。焊接不允许出现裂缝、不完全焊接、焊接下陷、焊接过度、砂眼、夹渣或其它超过GB标准规定限度的缺陷。法兰连接法兰与管道焊接连接时，插入法兰盘的管子端部距法兰盘内端面为管壁厚度的1.3～1.5倍，便于焊接。焊接法兰时，保证管子与法兰端面垂直，用法兰靠尺从相隔90º两个方向度量，里外施焊。法兰连接时，首先将两法兰盘对平对正，保持平行，按对称十字法，分3～4次将螺栓拧紧，保证法兰衬垫受力均匀，同时保证法兰的气密性。闸阀安装○闸阀型号、规格正确，外观无缺陷，开关灵活，各部位连接螺栓无松动，指示正确。○闸阀逐个进行强度和严密性试验，阀体、垫片、填料及闸阀的各密封面不变形，无损坏，不渗不漏。○安装前清除阀门的封闭物和其他杂物。法兰式连接的阀门，其每组螺栓孔必须对称于管中心线，安装前，法兰表面须彻底清洗，清洗后插入垫片和螺栓，并逐渐均匀拧紧。○电动蝶阀的传动齿轮无锈蚀和裂纹，传动机械部分和电气部分灵活好用。○闸阀在关闭状态下进行安装，其开关手轮放在便于操作的位置。○闸阀安装的方向（箭头指示的方向）与介质流向一致。51 ○技术复核项目技术人员在施工过程中要对关键工作项目组织班组进行预检。预检符合要求后报项目技术负责人复核。上道程序施工不合格不得转入下一道程序。技术复核的工作项目如下：○预埋套管的规格、位置、标高○管道基础、管道焊缝○管道的位置、标高、轴线、坡度闸阀等附件的规格、位置管道试压、清洗管道试验压力根据《给水排水管道工程施工及验收规范》GB50268-2008中的规定，确定管道的试验压力：管道水压试验管道安装完毕后须进行水压试验，压力试验灌水前，必须清理管子与阀门内的杂物，管道的敞开段用法兰堵板堵好；所有管子的接口和管子固定装置已安装牢固；除接口外，管道两侧及管顶以上部分回填高度不小于0.5m；焊缝质量的外观检查和探伤合格并且焊缝未涂油漆。在试压前须根据各施工段的具体情况提前联系好水源，并编制详细的试压方案，在业主和监理的同意下进行。试验管段在最低端开始灌水，排除所有的空气。管道充满水放置48小时，用电动试压泵加压达到规定的试验压力，并保持恒压10min51 ，检查接口、管身无破损及漏水现象，管道强度试验为合格，随后进行严密性试验。埋地管道试验合格后，进行接口防腐，并按设计和规范的要求进行管沟回填。管道清洗管道敷设后须对管道进行清洗。清洗前先清理掉管道内的所有遗弃物及管道壁上的附着物。管道清洗采用洁净水，对于管径大于DN600管道，采用人工进入管道在管内用刷子刷，并顺着管道的坡度方向以利于脏水排出，然后用低流速的水冲洗。f管道防腐油漆钢管刷漆前进行除锈，清除表面的灰尘、污垢、锈斑和焊渣等杂物。涂刷油漆要厚度均匀，且符合厚度要求，色泽一致，无流淌及污染现象。补口与补伤埋地管道接口处的外防腐、内防腐在管子敷设完成、接口试验完毕、焊缝检验合格后及土方回填前进行。补口、补伤处的防腐层结构及所用材料与管体防腐层相同。补口、补伤处须清除表面的杂土、焊渣、锈蚀并磨平焊缝，使焊缝表面保持干燥。补口防腐层与管体防腐层的搭接长度不小于100mm。管道接口内防腐采用人工进入管内操作，操作时应有通风措施，并应防止破坏已有的内防腐层。51 四、质量管理体系与措施4.1质量目标我公司是通过了ISO9001：2000质量管理体系认证的企业，公司明确本工程的质量总目标：单元工程一次性验收合格率100%，单位工程优良率大于85%。为了达到本工程的质量总目标，对工程施工采取全过程的目标管理，并将单位工程质量总目标分解为分部工程、分项工程的分目标；各质量目标均落实到人，实行目标责任制，明确奖罚指标，使每个分部、分项工程责任人和参加施工班组全员直接相关，共同对目标负责，从而使每个分部、分项工程的管理者与操作者形成有效的压力与动力，最大限度地调动和发挥每个员工的积极性和聪明才智，提高员工的质量意识。4.2质量保证体系按照ISO9001：2000质量管理体系，制订相应的与质量有关的组织、技术管理的保证措施，提高全员质量意识，达到对工程质量的有效控制，从而确保将本包工程建设成为优良工程。1、建造师为本工程质量第一责任人，对承建项目的工程质量负全面责任，项目副经理对承建项目的工程质量负直接责任，技术负责人对承建项目的工程质量负技术责任。2、项目部成立质量管理小组，小组主任由技术负责人兼任，工程技术部、经营财务部、综合部以及各施工队质量负责人为小组成员。质量管理小组由项目部经理直接领导，为工程质量的业务管理机构和决策机构，质量管理小组定期召开质量分析会，针对施工中存在的质量问题和质量隐患，制订纠正和预防措施，以加强质量管理过程控制能力。质量保证体系见图51 图——质量保证体系框图质量保证体系思想保证组织保证技术保证施工保证制度保证提高质量意识指挥部质量管理领导小组贯彻ISO9000系列质量标准，推行全面质量管理创优规划经济法规TQC教育项目经理部质量管理领导小组各项工作制度和标准经济责任制施工队质量小组岗前技术培训熟悉图纸掌握规范技术交底质量计划测量复核应用新技术工艺检查创优效果制定创优措施明确创优项目优质优价完善计量支付手续制定奖罚措施签定包保责任状质量第一为用户服务下道工序是用户制定教育计划质量工作检查现场QC小组活动检查落实改进工作质量总结表彰先进提高工作技能接受业主和监理监督定期不定期质量检查进行自检互检交接检加强现场试验控制充分利用现代化检测手段技术岗位责任制质量责任制质量评定反馈实现质量目标奖优罚劣经济兑现51 4.3主要责任人员质量职责4.3.1建造师质量职责1、认真贯彻执行国家和行业技术规范、规程，确保工程质量符合规范、规程和设计要求。2、贯彻执行公司的“质量方针”和“质量目标”，并作为全体员工质量活动的质量宗旨、行为准则。3、根据工程性质与特点做好施工组织设计，制定工程质量目标与质量保证措施。4、掌握本工程项目的质量动态，定期召开质量会议，表彰奖励质量管理先进集体和个人。坚持“百年大计，质量第一”的方针，确保工程实现质量目标。4.3.2技术负责人质量职责1、在建造师的领导下，认真贯彻执行国家、行业的有关技术规范、规程和公司的质量方针及质量目标，组织制订本工程的质量保证措施和工程创优计划，组织建立QC小组进行攻关活动，大力推广新技术、新工艺。2、严格执行技术标准和规范，并对其工作质量负责。3、制订和实施工程质量计划，加强施工过程的控制，对因技术管理原因造成的重大事故负责。4、监督检查采购物资的检验和试验及设备的控制，组织不合格品的评审和处理。5、制订和实施纠正措施及预防措施，严把“图纸、测量、试验”关。6、主持编制项目工程实施性施工组织设计，明确其技术保证和质量保证措施。51 7、主持关键工序攻关和人员的培训，编写有关的成果报告和施工技术总结。4.4质量保证措施4.4.1质量保证主要控制要素1、物资采购（1）做好市场调查，选择生产管理好、质量可靠的厂家作为候选材料供应商。从候选材料供应商生产的材料中取样试验，试验合格后，进行比较，从中选择最优厂家，建立供货关系。（2）建立材料供应商档案，并提交给监理和业主，随时掌握生产状况的质量控制，促使提供稳定合格产品，否则则将其纳入“黑名单”。2、产品标识和可追溯性（1）采购产品用于工程的原材料（包括管材、钢材、水泥、砂、石料及外加剂）及主要辅助材料在存放地悬挂标牌进行标识，并作好记录。检验、测量、试验及其它施工设备在仪器设备上贴标签标识，并作好记录。（2）工程施工过程产品工程施工过程中的每道工序、每个部位，分项、分部工程及单位工程的标识用质量检查证和质量记录来载明。（3）产品标识记录和控制由工序技术人员、领工员、材料员、试验员及质检员进行实施，确保根据产品标识，实现对工程质量形成过程、状态的追溯。3、施工过程控制严格按设计及规范要求过程控制施工质量，确保质量符合设计及规范要求。4、不合格品的控制（1）对不合格原材料、不合格半成品进行有效控制和及时处理，确保不合格的材料不进入施工现场。不合格中间不转,不交付。51 （2）在施工中若发现不合格原材料、不合格半成品、成品进行及时有效的处理，以满足其使用功能。（3）在施工中若发现质量事故，坚决按“三不放过”原则进行处理。5、纠正和预防措施(1)在施工过程中，全面贯彻以预防为主的原则，有效地采取纠正和预防措施，防止出现不合格品。6、质量记录（1）质量记录按规定要求做到真实、准确、及时、完整。（2）质量记录严格按施工合同要求建立，并指定专人进行填写和填报。质量记录由技术部门归档管理，确保质量记录的连续性和完整性。4.4.2质量奖罚制度制定有关工程施工质量管理的规章制度和奖罚制度，严格实施工程施工质量管理。由质量安全保障部每月组织一次质量分析评比会议，总结当月生产质量情况，提出下月质量改进措施，并对各生产部门的质量管理进行评比，对质量先进单位和个人给予奖励，对落后单位和个人给予处罚，并对质量分析评比及奖罚情况形成纪要，通报各部门、班组。工程开工初期，提出本工程的质量计划，明确各个参与施工的人员的职责，规定各工序、各环节、各过程的施工程序的质量要求，逐项完成落实，确保工程施工质量整体优良。五、安全管理体系与措施5.1安全施工措施5.1.1安全目标我公司将按照ISO9001质量、ISO14001环境、OHSAS18001职业健康安全三大管理体系认证的标准进行施工。公司将严格按国家及行业与本工程有关的各种现行有效版本的技术规范、规程、设计要求和技术文件上的质量进行管理、组织施工。本工程项目安全目标为:安全管理目标：杜绝人身死亡、重大机械设备事故和其他重大安全事故。51 5.1.2安全保证体系健全安全组织，强化安全机构，充实安全检查人员，完善工作制度。在本工程施工中，我公司根据本工程的工程特点和现场实际情况建立健全安全生产保证体系，落实安全生产责任制。本工程施工安全保证体系纳入OHSAS18001职业健康安全管理体系，并建立健全职业健康安全管理监督体系，强化安全生产管理保证体系，实行安全生产管理，使各项工程施工均符合国家有关法律法规和行业规范及业主的要求。5.1.3安全生产措施1、建立健全能有效运行的安全管理体系,行使安全监察职能，加大安全检查力度。检查的重点以劳动条件，生产设备、现场管理、安全设施以及生产人员的行为为主。发现危及人的安全因素时，果断的消除，并通过进行安全检查，发现问题，改进措施，以保证安全生产目标的实现。2、坚持对新工人、特殊工种的安全教育；坚持对改变工种和采用新技术等人员的安全教育；坚持对工人的日常教育；坚持对各级领导干部和业务员的安全教育。特殊工种必须持证上岗，火工产品必须专人定点管理作好发放、使用记录。3、做好现场调查观测工作，尤其防止机械伤人事件的发生。4、做好安全防范工作，落实各项防洪、防雷、防暴雨、防大风、防火、防煤气工作，做好用电防范工作。5、进行交通安全管理，有地方交通通行的地方，派专人指挥交通，保证无交通事故。6、进行事故预测，做事故一般分析和深入分析，并使用先进方法和工具。5.1.4机械的安全控制措施51 1、各种机械操作人员和车辆驾驶员，必须取得操作合格证，不准操作与证不相符的机械，不准将机械设备交给无本机操作证的人员操作，对机械操作人员要建立档案，专人管理。2、操作人员必须按照机械操作说明规定，严格执行工作前的检查制度和工作中注意观察及工作后的检查保养制度。3、驾驶室或操作室应保持整洁，严禁存放易燃、易爆物品。严禁酒后操作机械，严禁机械带病运转或超负荷运转。4、机械设备在施工现场停放时，选择安全的停放地点，夜间派专人看管。向机械加油时要严禁烟火。5、严禁对运转中的机械设备进行维修、保养、调整等作业。6、指挥施工机械作业人员，必须站在可让人了望的安全地点，并应明确规定指挥联络信号。7、定期组织机电设备、车辆安全大检查，对检查中查出的安全问题，按照“三不放过”的原则进行调查处理，制定防范措施，防止机械事故的发生。5.1.5主要施工项目安全控制措施5.1.5.1临时用电安全措施1、电源采用三相五线制，由各项目分别安装总配电箱。现场采用三级配电制，即总配电箱-在分电箱及开关箱内动力照明电箱分别设置。2、实行两级保护，在分电箱及开关箱内，根据机械型号电流量分别安装漏电保护器，其中开关箱内漏电保护器动作电流为30毫安，其动作时间小于0.1秒，在使用电焊时，漏电保护器使用15毫安，防溅型漏保。开关箱内实行一机一闸，距固定的机械设备5米以内。3、工程内照明，采用36伏低压灯具，设置电盒，安装电源插座，供照明使用。4、所有电力在机械做接零保护，保护零线端子板处压接牢固。51 5、安装、维修或拆除临时用电工程，必须由电工完成。电工等级应同工程的难易程度和技术复杂性相适应。6、施工现场所有用电设备，除作保持接零外，必须在设备负荷线的首端设置漏电保护装置。5.1.6安全应急措施项目部成立一支由建造师、项目副经理、技术负责人为领导，各科室负责人、各施工作业区生产负责人、专职安全员为成员的安全应急小组，负责处理可能出现的突发事件。根据现场实际情况，由项目部总工和质安部主任有针对性的制定安全应急案。项目部配备程控电话、手机、对讲机等通讯工具，并始终保持与外界联络信号畅通；项目部配备医疗人员一名及一定数量的医疗物品和药品，一旦出现安全事故，则可立即投入抢救；生活区、物资仓库、油库等场地应配足够消防灭火器材；项目部配备一定容量的发电设备，以备停电应急使用。5.1.7竣工收尾时的安全生产工作在工程进入收尾阶段时，更应该加强全员的安全意识，各项施工前都进行安全交底。在收尾时，要注意清理现场的作业安全，要求大家在竣工收尾阶段同样保持高度的安全意识，严格按安全操作规范和规程进行施工，杜绝因为麻痹大意发生安全事故。六、工程进度计划与措施本工程计划目标如下：本工程计划2010年11月1日开工；于2010年12月15日完工。51 七、资源配备计划7.1拟投入本标段的主要施工设备表详见附表一7.2拟配备本标段的试验和检测仪器设备表详见附表二7.3劳动力计划表详见附表三7.4计划开、竣工日期和施工进度横道图详见附表四7.5施工总平面图详见附表五八、竣工交付与清场8.1竣工资料按SL176—1996《水利水电施工质量检验与评定规程》和GBJ301-88《建筑工程质量检验评定标准》的规定编制竣工文件，并按照监理人的指示提供有关工程验收的全部资料。该文件在验收前7天提交监理人审查。竣工资料一般包括：完工资料一式6份，完工资料应包括：1、工程施工报告、工程实施概况和大事记；2、已完工程移交清单(包括工程设备)；3、工程竣工图；4、列入保修期继续施工的尾工工程项目清单及按期完工的保证措施。5、未完成的缺陷修复清单。6、施工期运行及维护资料。51 7、监理人指示应列入完工报告的各类施工文件、施工原始记录(含图片和录相资料)以及其它应补充的完工资料。8.2竣工验收申请报告当工程具备以下条件时，向监理工程师提交竣工验收申请报告(附竣工资料)：1、已完成了合同范围内的全部单位工程以及有关的工作项目，但经监理工程师同意列入保修期内完成的尾工项目除外。2、已备齐了符合合同要求的完工资料。3、已按监理工程师的要求编制了在保修期内实施的尾工工程项目清单以及相应的施工措施计划。8.3工程验收8.3.1部分工程验收在全部工程完工验收前，业主根据合同进度计划的安排，需要提前使用尚未全部完工的某项工程时，项目部将积极配合对已完成的部分工程进行验收，其验收需准备的资料和验收程序同竣工验收，验收后列出需要负责修复的未完成缺陷修复项目清单。验收后由业主或监理工程师签发临时移交证书。8.3.2单位工程验收在单位工程完工后，经业主同意，项目部将申请对单位工程进行验收。单位工程的验收成果和结论作为本合同工程完工验收申请报告的附件，其验收需准备的资料和验收程序同竣工验收，验收后监理工程师签发该单位工程的移交证书。8.3.3工程竣工验收51 本工程全部竣工后，向监理工程师申请竣工验收，由招标人负责按国家水利部有关规定，组织进行工程竣工验收，全面检查本工程项目的完成情况，工程质量和有关的技术记录等资料。竣工验收合格后由监理工程师签署工程移交证书，核定工程的实际完工日期，并在移交证书中写明。8.4完工清场项目部按以下工作内容对工地进行彻底清理，并经监理工程师检验合格为止。1、工地范围内残留的垃圾全部清除出场并妥善处理。2、按合同规定应撤离的设备和剩余的建筑材料全部撤离工地，清除废弃的施工设备和材料。8.5服务及保修我公司不仅重视施工过程中的质量控制，而且也同样重视对工程的保修服务。从工程交付之日起，我方的工程保修工作随即展开。在保修期间，我方将依据保修合同，本着“对用户服务，向建设单位负责，让用户满意”的认真态度，以有效的制度、措施做保证，以优质、迅速的维修服务维护用户的利益。8.5.1保修程序及责任本工程在保修期内出现质量缺陷，建设单位向我公司发出保修通知单，我公司接到保修通知书后，派人到现场核实情况，在保修书约定的时间内予以保修。保修费用由质量缺陷的责任方承担。附表一:拟投入本项目的主要施工设备表51 序号设备名称型号规格数量国别产地制造年份额定功率(KW)生产能力用于施工部位备注1砼搅拌机350型1台昆明200918.5505混凝土拌合2砂浆搅拌机HJ2002台成都20105.5143砂浆搅拌3钢筋切断机GQ401台河南20091290钢筋切料4钢筋调直机GJ401台3127.5钢筋成型制作5交流电焊机AX3202台个旧201018.51100现场钢筋铁件加工焊接6插入式振动器ZX-505台温州20101.1552混凝土振捣7平板振动器2台昆明20101.52.5地面砼振捣8打夯机5台昆明20092.52.5回填夯实9水工工具2套200910木工加工机械1套201011水准仪DS31台南京201012经纬仪J21台北京200913手推车15辆2010砼水平运输14自卸汽车5辆200815挖掘机1台200816热熔机2台2010PE管热熔连接附表二:拟配备本项目的试验和检测仪器设备表51 序号仪器设备名称型号规格数量国别产地制造年份已使用台时数用途备注1标准养护箱SHBY-20B1台江苏2009400试块养护2砼试模15×15×15cm3组河北2009120砼试验3砂浆试模70.7×70.7×70.73组河北2009120砂浆试验4温控仪TDW1台上海2009400试块养护5砂浆稠度仪SC-1451台北京2009280砂浆试验6磅称TCS1001台长沙2009500试验称重7自动安平水准仪DS-201南京2009200测量放样8水准尺/南京200950测量放样1011121314151617附表三：劳动力计划表单位：人51 工种按工程施工阶段投入劳动力情况管道施工蓄水池施工泵站施工收尾钢筋工333－砼工15156－抹灰工－55－管道工1558－模板工555－水电工3333辅助工25251525管理员555351 附表四：计划开、竣工日期和施工进度网络图8742设备进场泵房工程竣工31施工准备复测放线沟槽、基础土方开挖水池施工管道安装324201065管道法兰焊接材料准备51 附表五：施工总平面图施工项目区砂浆搅拌机砂浆搅拌机钢筋制作场地沙石料场砼搅拌场项目部及办公临时用房值班室库房及宿舍51 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