西藏智力二期尾矿库尾矿输送管线施工方案

'甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案目录第一章编制依据1第二章工程概况1第一节：工程概述1一、尾矿输送管线1二、回水输送管道2三、管道基础及钢筋砼支架2第二节：工程特点2一、施工工期紧2二、地理位置环境差3三、工程量大3四、施工条件差3五、施工现场管理复杂4六、施工协调难度大4七、管道安装规格多，质量要求高4第三章项目经理部组成4第一节：项目管理组织机构图5第二节：管理职责7第四章施工部署12第一节：施工部署原则12第二节：施工区段划分13第三节：施工目标13第四节：技术准备14第五节：物资准备15第六节：施工现场准备16第七节：临时用水、用电准备16第五章主要施工方法16第一节：主要施工方法选择16第二节：施工顺序17第三节：施工测量18第四节：临时道路施工19第五节：管道支墩工程19一、模板施工1976 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案二、钢筋施工22三、混凝土施工27第六节：管托及桥架制作工程31第七节：管道桥架安装工程38第八节：管道制安工程40一、管道制作40二、管道安装41第九节：冬、雨季施工措施43一、雨季施工措施43二、冬季施工措施46第六章计划开、竣工日期和施工进度计划网络图46第一节：施工计划开、竣工日期46第二节：施工进度计划网络图46第七章确保工期的技术组织措施47第一节：组织管理措施47第二节：资源保证措施48第三节：技术保证措施48第四节：综合协调措施49第八章确保工程质量的技术组织措施51第一节：质量管理目标51第二节：质量保证管理措施51第九章确保安全生产的技术组织措施57第一节：安全管理目标及机构57第二节：保证安全技术措施59第十章确保文明施工的技术组织措施63第十一章工程投入的施工机械设备情况、施工机械进场计划65第一节：施工机械设备配备65一、施工机械设备情况及进场计划65二、主要施工工具66三、主要检查仪器67第二节：材料供应计划67第十二章：劳动力安排计划6876 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案第二节：劳动力安排计划68第十三章施工总平面布置设计69第一节：平面布置69第二节：临时用地71第三节：施工总平面图的优化和管理72附件1：施工总平面布置图；72附件2：施工进度计划网络图；72附件3：主要管理人员证件。7276 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案第一章编制依据1、《甲玛铜多金属矿采选二期扩建尾矿输送管线》施工图纸。2、《工业金属管道工程施工及验收规范》GB50235－97；3、《排水排水管道工程施工及验收规范》GB50268－2008；4、《涂装前钢材表面锈蚀等级和除锈等级》GB8923－88；5、《工业管道焊接工程及验收规范》GBJ236－82；6、《工业管道工程施工及验收规范》GJB235－82；7、《钢结构工程施工及验收规范》GB50205－2001；8、《E4315或E4316型焊条》GB/T5117－1995；9、《E5015或E5016型焊条》GB/T5118－1995；10、类似工程施工经验。第二章工程概况第一节：工程概述一、尾矿输送管线尾矿输送管线分两支线，一支前往二期尾坝库首起尾矿加压输送泵房，终止二期尾矿坝全程长3*7.839公里，最低点标高4122米，最高点安装标高4630米，落差508米。采用三根D406钢衬陶瓷复合管道，两用一备，其中1～18点试验压力为14MPa，壁厚14+5，长14694米，18～22试验压力为9MPa，壁厚13+5，长3141米，22～26试验压力为4.5MPa，壁厚12+5，长5684米。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案一支前往采场充填站，首起尾矿加压输送泵房外S1点，终止于采场充填站全长约1.5公里有余。最低点4410米最高点4555米，落差145米，采用一根￠406*14+5钢衬陶瓷复合管道，试验压力为14MPa。二、回水输送管道回水输送管道起点加压回水泵房，在加压回水泵房和高位水池间采用D325*10的螺旋焊缝钢管，终点在现十七局项目部大门前120米处，中间采用D377*7的螺旋焊缝钢管，全程约长4900米。以图纸中所示一至六点实验压力为6.5MPa，长2公里，六至九点实验压力为6.3MPa，长2.9公里，整体管线采取地埋方式施工坡比1:1，下垫200厚砂粒层。三、管道基础及钢筋砼支架输送管道敷设分为地埋和支墩施工。支墩形式为三种，分别为镇墩、支墩1和支墩2。地埋部分施工工艺为坡比1:1，下垫200mm砂粒层。支墩基础垫层，厚100mm，垫层尺寸为2200*2200，支墩主体均采用C30砼。镇墩截面尺寸1950*1950mm，高度1000~5500mm；支墩1高度1000～5500ｍｍ，顶宽1.95m，柱截面400*400mm，埋深正负零以下1500ｍｍ，基础配筋采用￠8、￠12、￠14、￠16、￠18一级和三级钢筋；支墩2高度500~1000mm，宽300mm，长度2m，为素砼，砼标号C30。途中设桥架四处，桥架采用型钢制作基础设预埋螺栓，尾矿输送管道基础敦370个，弯头74处，222个，工作压力11MPa114个弯头，工作压力6MPa54个弯头，工作压力3MPa54个弯头，工阀门38个，阀门井2座。其中接高位水池采用377*8的螺旋埋弧焊钢管连接。在输送管道最低点处设事故池一座，采用219*10焊接钢管连接至新事故池及老事故池。管道安装坡度不大于15％。第二节：工程特点一、施工工期紧76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案本工程应总包单位要求2013年8月1日竣工，工期为68个日历天，中间还经雨季，较以往承建的类似工程合同工期缩短了近一半以上，考虑到山区气候及高原反应特点，需要采取预防措施，这就更显得工期的异常紧迫，这是本工程的最大特点，同时也是本工程需要花大力气必须克服的一大难点。为此，我们从工程的开始就要有充分的思想准备，高度重视，合理安排，必须从人力、物力、财力及技术措施，尤其是在组织措施等各个方面采取综合措施，从而确保工程按期完成。二、地理位置环境差本工程所用的“地”是利用高差大的山沟及山坡用地，工程现场环境差，施工现场场地狭窄，现场施工工作面小，临时道路路陡弯急，现场施工机具和料具的运输及堆放困难较大，由于本工程处在山沟及山坡里，雨季易塌方，雨天更不易运输作业，材料及设备进场困难重重，这样的地理位置和环境不佳的现状构成了本工程的一大突出特点，同时对我们施工单位提出了更高的要求，在这种条件下如何采取科学有效的技术及管理措施，确保本工程的施工质量，将是我们重点要解决的一大新课题。为此，我们必须高度重视，搞好施工现场管理，合理布置施工现场，确保施工顺利进行。三、工程量大该项目规模大，尾矿输送管线长25公里，回水管线长5公里，工程相对于其它工程具有工种多及材料使用量大，施工工期紧，施工场地交接工期长等特点,专业之间相互交叉作业多，施工配合关系复杂。施工过程中土建与安装施工的各工种须穿插进行。四、施工条件差管道施工要翻越一座海拔4800mm的山，安装的管道沿河沟走向翻过山坡再向山下的尾矿初期坝顶，地质构造复杂，施工条件差。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案五、施工现场管理复杂工程施工为露天作业，各专业的配合及交接管理复杂，安全施工管理工作十分重要和艰巨。对安全施工的管理要求高，现场建筑材料及管道安装需要运输和倒运，且地材运输作业受到当地藏民的垄断，对施工平面管理及施工调度管理要求高。施工方必须按照施工现场的实际情况，立足全局，超前思维，统筹安排，科学合理的处理好施工安全、质量、进度问题。六、施工协调难度大施工区为藏族的放牧区，牵扯到征地等一系列问题，施工期间难勉遇到阻扰，造成停工、窝工，需要业主的综合协调部、群工部设专人进行沟通和协调，同时需要总包部和施工单位成立协调小组进行协调。施工协调难度非常大。七、管道安装规格多，质量要求高管道安装规格多，工艺复杂，质量要求高，施工难度大，轴线、标高位置要求精确，施工用机械设备投入量大，施工场地狭小，管道半成品材料及构件运输距离长，二次搬运量大。因此要求必须做好施工前的准备工作，采取严密有效的技术组织措施，精心施工，确保工程优质高效顺利完成。第三章项目经理部组成根据本工程特点，结合现场实际，成立现场项目经理部，按项目法组织施工和管理。成立以项目经理、项目总工为首的责任实体，对工程的领导、决策、指挥、协调、控制等事宜进行管理，对工程的进度、成本、质量、安全和现场文明等负全部责任。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案第一节：项目管理组织机构图1.项目管理组织机构图：76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案甲玛铜多金属矿采选二期扩建尾矿输送管线工程项目经理部项目经理项目总工副经理办公室材料供应科经营科施工技术科调度技术员安全员质量员施工员资料员设备员试验员材料员预算员财务人员办公室人员后勤人员管道制作队管道安装队管道桥架制安队管道支墩施工队项目管理组织机76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案第二节：管理职责1.组织机构设置我们将迅速组建项目经理部，下设施工技术科、材料供应科、经营科、办公室具体完成各项工作。实行项目经理承包责任制，项目经理对公司全面负责，包工期、质量、安全生产、文明施工及成本利润等各项技术经济指标，并对工程全面指挥和施工，项目总工负责解决施工中的技术问题，对质量工作负责。项目经理部负责协调处理甲乙双方各种外协关系，统筹领导下级各职能部门，全面负责解决施工中的各类问题。项目经理部由公司总部授权管理，按照企业项目管理模式，依据GB/T019001-2000idtISO9001：2000《质量管理体系要求》、GB/T24001-2004idtISO14001：2004《环境管理体系要求及使用指南》和GB/T28001-2001《职业健康安全管理体系规范》标准模式建立的质量保证体系来运作，形成以全面质量管理为中心环节，以专业管理和计算机管理相结合的科学化管理体制，执行公司颁布的《项目管理制度》、《质量环境职业健康安全手册及程序文件》。根据机构图，项目经理部建立岗位制，明确分工职责，落实施工责任，各岗位各行其职。2.管理职责2.1项目经理职责（1）作为公司授权代表，全权履行合同职责，是本项目我公司的承包商代表，代表我公司在整个工程活动中接受业主及监理工程师的指令；在授权范围内负责与公司管理部室及各专业队、业主、监理工程师等的协调，解决工程中出现的问题。（2）按照“项目经理责任书”的要求履行责任和义务；协助公司进行项目的检查鉴定和评奖申报；发现和处理突发事件。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（3）根据工程特点经授权组建项目部，确定项目管理模式，规定部门职责和管理人员分工。（4）全面负责工程的进度、质量、安全、成本、效益、服务和现场文明施工，建立质量管理体系和安全管理体系并组织实施；组织好各作业队、各部门全面施工生产，实现合同目标，创优质、铸精品。（5）组织编制项目管理实施规划；对进入现场的生产要素进行优化配置和动态管理。（6）参与工程竣工验收，准备结算资料和分析总结，接受审计；处理项目部的善后工作。（7）严格财经制度，加强财务、预算管理，正确处理国家、企业、集体、个人四者之间的利益关系。（8）对工程项目有经营决策和生产指挥权，对凡进入现场的人、财、物有统一调配使用权。（9）在与有关部门协商的基础上，有聘任项目管理班子成员和施工班组的权力。（10）有对项目管理班子及施工班组的工资、奖金的分配权，以及按合同的有关规定对工地职工辞退、奖惩权。（11）承担履行合同规定的质量、工期、文明施工等要求。2.2项目总工的职责（1）负责贯彻执行国家的技术法规、标准和上级的技术决定、制度以及施工项目的技术管理制度。（2）组织有关人员熟悉图纸及招标文件等技术文件，对图纸及施工中出现的问题，及时与设计单位、建设单位及监理部门协商解决，并及时办理文字洽商手续。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（3）组织施工方案的编制，待上级审批后向有关人员贯彻落实，并定期检查施工方案的实施情况。（4）经常检查工程技术档案资料的管理情况。（5）监督检查施工记录、材料试验记录及施工试验记录，看是否符合规范及有关规定，对可能出现的问题及时采取解决措施。（6）组织参加接到工程后的第一次设计交底，并做好对各专业交叉较多、设计要求较高的复杂部位的交底。（7）工程竣工后，组织项目技术人员绘制竣工图，编写施工总结报告。（8）监督隐、预检的实施和执行情况，要求此项工作按部位及时、真实、认真的完成。（9）处理项目工程质量缺陷，发生质量事故应以书面形式及时在主任工程师领导下具体处理本工程质量问题。（10）开展新技术推广工作，针对施工项目中所涉及到的新工艺、新技术、新材料，根据设计要求和使用功能要求，认真研究，反复推敲，必要时应放实样或模拟试验，从而掌握新工艺、新技术、新材料的做法，解决施工技术难题。（11）组织开展技术培训、学习，总结交流技术经验。对于技术要求复杂的项目，应组织参观学习和技术培训，并编制工艺流程。2.3副经理职责（1）组织编制工程项目施工组织设计，包括工程进度计划和技术方案。制订安全生产和保证质量措施，并组织实施。（2）根据公司年（季）度施工生产计划，组织编制季（月）度施工计划，包括劳动力、材料、构件和机械设备的使用计划。据此与有关部门签订供需和租赁合同，并严格履行。（3）科学组织和管理进入项目工地的人、财、物资源，做好人力、物力和机械设备的调配与供应，及时解决施工中出现的问题。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（4）组织制定项目经理部各类管理人员的职责权限和各项管理制度。2.4施工技术科主要职责（1）施工技术科是项目经理部的施工管理部门，其职能范围包括施工管理、技术管理、质量管理、安全管理。（2）全面贯彻执行国家有关基本建设的方针、政策、法律、条令、遵守公司的各项规章制度。（3）实行目标管理，做好施工规划，处理好劳动力、材料、机具与时间、空间的关系，使施工均衡、有序地进行，实行工程项目的进度、质量、安全及现场管理等各项目标。（4）做好施工项目实施阶段的进度控制、质量控制、安全控制、现场控制。（5）做好劳动力、材料、机械等生产要素的现场管理工作。（6）实行计划管理，落实施工进度计划，做好施工调度工作。（7）加强技术管理，执行标准与技术规程，做好施工工艺管理、技术检验、技术核定、技术检查、技术推广及资料管理等工作。（8）贯彻ISO9001：2000标准，开展全面质量管理活动。（9）加强安全管理，保证安全生产。2.5经营科主要职责（1）经营科是项目经理部的经营管理部门，其职能范围包括合同管理、经营计划、预算、结算、成本管理。（2）编制工程量计算书、工料分析表、单价估价表、施工图预算、材料计划等经济文件。（3）实行计划管理，编制经营计划、成本计划。（4）做好施工过程的成本控制。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（5）广泛进行调查研究，摸清市场价格，为项目经理经营决策提供依据。（6）统计工程量，按月编制进度结算书，办理进度结算；工程完工后，编制工程决算书，办理竣工决算。（7）签订承包合同，办理工程结算，控制人工费用。（8）进行成本核算工作，做出成本分析报告。（9）同公司相关部门保持联系，接受指导，及时递交报表。2.6材料供应科管理职责（1）供应科是项目经理部的材料管理部门，其职能范围包括物资采购、设备租赁、运输及现场管理。（2）执行公司有关物资管理专业的各项规章制度。（3）实行材料的计划管理，按工程进度表所需及时组织材料入场。（4）签订采购合同，进行物资采购。货比三家，比质比价，减少采购中间环节，降低采购成本。（5）按施工平面布置图的要求进行材料堆放和入库。（6）做好材料的现场管理，根据工程所需限额发料，不合格的材料不能进场。（7）按工程所需租赁机械设备并组织入场。（8）做好材料、机械的账务管理，建立各种专业台帐。（9）按项目部统一要求及时进行材料核算工作。2.7办公室管理职责（1）项目办公室是项目经理的日常办事机构，负责项目经理指令的传达、落实、检查。（2）负责会议的组织工作，做好会议记录。（3）进行项目部日常事务管理，搞好来客接待工作。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（4）处理好同社会有关部门的公共关系，办理各种要求的事项；同企业有关部门保持联系，及时沟通。（5）做好后勤管理工作，安排好项目部工作人员的生活，为项目部工作人员提供工作及生活条件。（6）做好文件资料的管理工作。（7）做好各部门的协调工作。第四章施工部署第一节：施工部署原则本工程施工项目较多，结构情况繁简不一，施工难易差别较大，工期紧，为了优质高效的完成本工程的施工任务，确定以下几个原则。1．先管道基础施工，后管道制作安装，将工程划分为各种管道基础施工、管道安装和收尾三个阶段。2.管道安装以尾矿输送管线安装为主要控制线，回水输送管道安装为次要控制线。3.根据工程工期紧，管道制安量大，制安场地又狭小，以及同土建交叉施工作业等要求，在施工时必须精心组织，加强现场管理才能使该工程顺利进行。4.管道材料进场验收后，加紧运输到现场进行组对吊装，科学布置安装施工现场，使安装保持有条不紊进行，合理搭接工序，尽可能安排交叉作业，以缩短工期。5.收尾竣工阶段：零星管道安装、管道试压及整个系统调试等收尾工作抓紧进行，现场及时清理，组织竣工验收。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案第二节：施工区段划分本工程定额用工量大，管道制安数量多，工期紧，为确保工程进度，将整个工程划分为二个施工区段，分别由三个施工队承担施工，即尾矿输送管道施工二个队，回水输送管道施工一个队，保进度、质量、安全、成本。第一施工区段：尾矿输送管道安装第二施工区段：回水输送管道安装。第三节：施工目标建立项目总目标，并对总目标进行分解，以科学合理的措施保证目标的实现。1.工期目标按照业主要求工期为68个日历天，根据我公司的技术经济能力，我们完全能在保证质量的前提下保证本工程在68天内完成施工任务。开工日期以批准的开工报告为准，本工程计划于2013年5月25日开工，于2013年8月1日竣工。2.质量目标本工程质量目标：合格。3.成本目标成本控制在施工预算价以内。保证质量安全的前提下，尽可能利用我公司技术装备、管理上的优势，节约工程成本，为企业和社会创造更大的经济效益。4.安全生产目标我公司拟以“市安全达标工地”为目标组织安全施工，保证施工安全，76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案安全事故发生率为0，死亡及重伤率为0，建立完善的安全保证体系及先进合理的安装技术措施，保证施工安全。5.文明施工目标该工程位于山区和矿区内，文明施工体现企业的管理水平和形象，因此，文明施工目标是按照文明工地的要求组织施工，施工场容整洁、卫生、噪音及防尘满足要求。第四节：技术准备1.熟悉和审查施工图纸1.1施工图纸是否完整和齐全，施工图纸是否符合国家有关工程设计和施工的方针政策。1.2施工图纸与其说明书在内容上是否一致，施工图纸与其各组成部分有无矛盾和错误。1.3施工图在尺寸、坐标、标高和说明方面是否一致，技术要求是否一致。1.4准备和学习涉及施工的有关标准，规范和其它技术要求。2.掌握该工程的结构形式和特点，对工程复杂、施工难度大和技术要求高的分部（分项）工程，需审查现有的施工技术和管理水平是否满足工程质量和工期要求，采用先进合理的施工技术，保证工程的质量和工期。3.原始资料调查分析3.1调查建设地区的气象，建设场地的地形、施工现场地上、地下障碍物等情况。3.2调查地方资源、交通运输、水电及其它能源。4.编制施工图预算和施工预算76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案4.1施工图预算应按照施工图所确定的工程量、施工组织设计拟定的施工方法、建筑安装工程预算定额和有关费用定额编制。4.2施工预算根据施工能力、技术条件和市场条件等实际情况编制。5.编制施工方案根据拟建工程施工规模、结构特点和建设单位要求，编制指导工程施工全过程的施工方案。第五节：物资准备1.物资准备工作内容1.1材料准备根据施工预算的材料分析和施工进度计划的要求，编制材料需用计划并上报总包部，并陆续进场。1.2施工机具（设备）准备根据施工方案、工艺流程和进度计划的要求，编制施工机具(设备)需用计划，为组织运输和确定机具停放场地提供依据。2.物质准备根据施工预算和进度计划，编制自购物资和计划，进行市场调查，货比三家，优选合格供应商签订物资供应合同，分批购进现场。3.劳动组织准备3.1组织施工队伍根据预算工程量组织劳动力，根据施工内容确定相应的专业施工队，按开工日期和劳动力计划，有序组织施工队进场，安排好相应的后勤工作。3.2建立管理制度：包括进场教育、技能培训、考核、交底、卫生、工作纪律及操作规程等。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案第六节：施工现场准备1.测量控制根据业主提供的控制点进行复核，复验合格后进行现场测量，设置场地施工测量控制线。2.施工临设按照施工平面布置图，建造各项施工临设，敷设临时道路，为正式开工做好准备。3.做好季节性施工准备按照施工方案的要求，认真落实雨季施工设施和技术组织措施。第七节：临时用水、用电准备1.施工用电采用4台70KW柴油发电机进行供电，每台电焊机功率为18.2KW，每台发电机带3台ZX7-500A电焊机工作。2.现场临时用水水采用20T水车从拉萨河运至施工现场，运距20KM。第五章主要施工方法第一节：主要施工方法选择1.本工程全部为管道安装，工程量大，工期紧，总包部提供的材料（管材、管件、型材等）需进行二次倒运，平均运距15KM，结合现场实际情况，在矿区按总包部指定地点设置管道堆放场地和制作场，在制作场地将管道桥架按图纸和规范要求进行流水制作组装，将所有的管道桥76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案架制作好后进行防腐，用汽车运至安装地点进行安装，按图纸上要求和管件安装位置确定使用吊装机械设备。即保证吊装质量，又能保证构件在吊装时不产生变形。能在制作场地制作的管道尽量在制作场地制作好，减少现场安装工作量，以提高管道安装施工的速度。2、管道支墩施工钢筋在加工棚集中制作，现场绑扎，砼采用现场搅拌，7m3砼罐车从现场搅拌站运至施工地点，再用1m3挖掘机将砼送至浇注位置。3、管道桥架钢结构制作在制作场地将支架制作好，1台12T汽车吊配合构件制作，对分片制作好的支架要在制作场地进行预拼装，满足要求后在构件上编号，才能运至现场安装。4、管道制安管道在施工现场制作，小组对后并进行防腐，将制作好的管道用汽车运至施工现场进行大组对，用吊车吊至安装地点，吊车行走路线沿临时道路行走，管道及支架吊装采用25T汽车吊进行吊装。第二节：施工顺序1.施工顺序施工准备→人员、施工机械进场→管道基础土方开挖→管道支墩施工→管道和道托及桥架制作→管道和道托及桥架防腐→管道安装→收尾2.主要分部工程施工顺序2.1管道制作顺序材料进场验收→管道制作→管道防腐→验收→运至安装地点。2.2管道安装顺序管道运输→现场组对→吊装就位、找正→焊接→焊缝检查→清理→76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案水压试验→验收。第三节：施工测量本工程以建设单位提供的平面和高程控制点为依据，经验收合格后，准确无误地进行轴线和标高测量，对安装工程进行整体控制。1.施工测量前的准备1.1本工程采用全站仪、水准仪、钢尺等测量仪器，经国家计量单位校核，保证测量工具的准确性。1.2开工前由业主、总包部及工程监理单位和我方按照有关设计及规范要求等共同校对基准点、水准基线，确认无误后方可安装，并做好测量放线记录和复核记录。2.测量控制基准点的测设2.1用全站仪将选定的控制点投于预埋水泥座上，符合要求后方可正式投点。基准点采用砖围护，上盖活动木板，并做测量标识。2.2临时水准点设置在不受施工影响的固定构筑物、交通要道上并妥善保护。3.平面控制定位桩的布置3.1根据业主提供的测量基准点确定本工程的各基准点。3.2由测量技术人员按监理工程师批准的测量放线方案，结合现场实际将各管架中心线延长至固定位置的标桩上，做好标志，供现场结构吊装。4.测量放线4.1管道支墩施工：根据平面控制网和控制点，在地表面上弹出支墩中心轴线和标高。4.2垂准测量：采用全站仪进行垂准测量。4.376 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案高程控制：根据建设单位提供的绝对高程控制点，采用2台NAL232自动安平水准仪，在现场通视的地方引出若干个绝对高程控制点并加以保护。5.测量器具用于轴线引测和垂测放线及管道支架安装时配2台全站仪，高程控制配2台NAL232水准仪，100m钢卷尺4把，塔尺4个，配4名专职测量专业技术人员。第四节：临时道路施工管道支墩施工及管道安装前，要修好临时道路，整个管道支墩及管道安装时部分借用联络公路进行施工，大部分要修临时道路，临时道路修筑的位置为从山顶高位水池至总包部尾矿加压泵房及总包部至充填站，临时便道长分别为8KM、2.5KM，便道路基4.5米宽，路面3.5米宽。临时道路修筑采用挖掘机进行挖土石方，遇到岩石部分需进行爆破作业，再用推土机平整，并采用20T振动碾进行碾压6~8遍，局部软弱部分铺1m厚3~7cm碎石，临时道路随管道走向修筑，坡度不大于7%，转弯半径大于等于15m。第五节：管道支墩工程一、模板施工1、模板配置设计根据各个构件的断面尺寸构造确定模板组合，配置支撑加固体系，并确定现场组装后整体安装方法，绘出模板结构施工平面图，模板配板图和节点连接大样图；提出模板系统及配件使用计划和特殊支承具加工大样图及计划。模板采用定型钢模，并用外径48*3.5的钢管加固。2、基本要求76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案模板必须尺寸准确，板面平整，具有足够的承载力、刚度和稳定性，能可靠地承受新浇筑混凝土的自重和侧压力，以及在施工中所产生的荷载；构造简单，装拆方便，并便于钢筋的绑扎、安装和混凝土的浇筑、养护等要求。在满足起重量要求、施工便利和经济条件下，应尽可能扩大模板面积，减少拼缝。3、工艺流程及施工方法（1）支墩柱模板放线预检→钢筋隐检→安装支墩柱模板→模板调节→检查柱模对角线及位移并纠正→自上而下安装柱箍并穿对拉螺栓→模板预检并进行吊垂直固定。（2）支墩异形梁模施工方法按支墩高度选用脚手架立杆，并搭设至需要高度。加设可调托撑及丝杠→安装定型钢模→加固（3）柱模施工方法①首先在柱根做水泥砂浆找平层20mm高，宽度同模板，禁止入结构线。②将定型钢模板按柱截面加工成型，按设计背钢板加强筋。③组装柱模：将单片加工成型的柱模就位，试拼后加柱箍和对拉螺栓支撑临时定位，然后对每片模板垂直度、平整度进行校验，最后紧固对拉螺栓成型。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案管道支墩双排脚手架支护示意图（4）梁模板安装工艺（4）支墩异形横梁模板施工方法弹出异形梁轴线及水平线并复核→搭设异形梁模支架→安装梁底楞→安装梁底定形钢模板→绑扎钢筋→安装侧梁钢模板→安装另一侧梁模→复核梁模尺寸、位置→加固（5）模板的拆除梁侧模板应在砼强度能保证其表面及棱角不因拆模而受到损坏时方可拆除。为了准确掌握拆模时间，必须留置同条件试块，待试块强度达到1.2MPa才允许拆模。底模应在砼强度符合下表规定后方可拆除：结构类型结构跨度（m）按设计的砼强度标准值的百分率计（%）板≤250﹥2，≤875﹥8100梁≤875﹥810076 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案悬臂构件—100二、钢筋施工1、钢筋进场检验及验收对进场钢筋必须认真检验，进场钢筋要有出厂质量证明和试验报告单，表面或每捆（盘）钢筋必须有标牌，在保证设计规格及力学性能的情况下，钢筋表面必须清洁无损伤，不得有颗粒状或片状铁锈、裂纹、结疤、折叠、油渍及漆污等，钢筋端头保证平直，无弯曲。进场钢筋由项目物资部牵头组织验收。进场钢筋按规范的标准抽样做机械性能试验，同炉号、同牌号、同规格、同交货状态、同冶炼方法的钢筋≤60t为一批；同牌号、同规格、同冶炼方法而不同炉号组成混合批的钢筋≤60t可作为一批，但每炉号含碳量之差≤0.02%、含锰量之差≤0.15%。经复试合格后方可使用，如不合格应从同一批次中取双倍数量试件重做各项试验，当仍有一个试件不合格，则该批钢筋为不合格品，不得直接使用到工程上。钢筋加工过程中如发现脆断，焊接性能不良或机械性能不正常时，必须进行化学成份检验或其他专项检验。2、钢筋的储存进场后钢筋和加工好的钢筋要根据钢筋的牌号，分类堆放在枕木或砖砌成的高30cm间距2m的垄上，以避免污垢或泥土的污染。钢筋集中码放，场地必须平整，有良好的排水措施。码放的钢筋应及时作好标识，标识上应注明规格、产地、日期、使用部位等。3、钢筋的接长76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案钢筋的接长是钢筋工程的关键，我们将在不同部位根据设计和规范要求在柱、板筋及梁筋分别采用等强度对焊、单面焊接、绑扎连接，柱纵向钢筋采用电渣压力焊接的施工方法。其中单面焊接头采用电弧焊，是利用弧焊机使焊条与焊件之间产生电弧，熔化焊条与焊件的金属，凝固后形成焊接接头。本工艺操作简单，技术易于掌握，可用于各种形状钢筋和工作场所焊接，质量可靠，施工费用较低等优点。梁筋φ≥20mm时采用单面搭接电弧焊连接接头。4、焊接施工操作工艺（1）钢筋无老锈和油污，焊接前要检查钢筋的级别、直径符合设计要求。（2）焊接前应查看焊条牌号是否符合要求；焊条药皮应无裂缝、气孔凹凸不平等缺陷。焊接过程中，电弧应燃烧稳定，药皮熔化均匀，无成块脱落现象。焊头的焊缝高度h应不小于0.3d，焊缝宽度b不小于0.7d。搭接焊时，钢筋的装配和焊接应符合下列要求：搭接焊时，钢筋必须预弯，以保证两钢筋的轴线在一轴线上。搭接焊时，用两点固定，定位焊缝离搭接端部20mm以上。焊接时，引弧在搭接钢筋的一端开始，收弧在搭接钢筋端头上，弧坑添满。第一层焊缝要有足够的熔深，主焊缝与定位焊缝，特别是在定位焊缝的始端与终端，必须熔合良好。筋搭接长度应满足下表要求项次钢筋级别焊缝型式焊缝长度1Ⅰ级单面式≥8d2Ⅱ级单面焊≥10d焊条必须根据焊条说明书的要求烘干后才能使用。5、注意事项76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（1）根据钢筋级别、直径和焊接位置，选择适宜的焊条直径和焊接电流，保证焊缝与钢筋熔合良好。（2）焊接过程中若发现接头有弧坑、未填满、气孔及咬边、焊瘤等质量缺陷时，立即修整补焊。（3）焊工必须持证上岗。（4）作业场地要有安全防护设施，防火和必要的通风措施，防止发生烧伤、触电、中毒及火灾等事故。（5）焊接地线必须与钢筋接触良好，防止因起弧而烧伤钢筋。（6）每批钢筋正式焊接前，焊接3个模拟试件作拉力试验，经试验合格后方可按确定的焊接参数成批生产。6、钢筋的下料绑扎（1）柱筋工艺流程：套柱箍筋→竖向钢筋接长→划箍筋间距线→绑箍筋（拉筋）→布第二道卡位钢筋→绑梁板筋→布第一道卡位钢筋（2）梁筋工艺流程：支梁底模及1/2侧模→在底模划箍筋间距线→主筋穿好箍筋，按已划好的间距逐个分开→固定弯起筋及主筋→穿次梁弯起筋及主筋并绑好箍筋→放主筋架立筋、次梁架立筋→隔一定间距将梁底主筋与箍筋绑住→绑架立筋→再绑主筋→放置保护层垫快→合另1/2侧模。主次梁同时配合进行。7、质量标准（1）保证项目钢筋的品种性能和质量必须符合设计要求和施工规范的规定。钢筋必须有出厂合格证明和试验报告。（2）基本项目钢筋、骨架绑扎、缺扣、松扣不得超过绑扎数10%，且不应集中。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（3）允许偏差项目钢筋安装及预埋件位置的允许偏差和检验方法项目允许偏差（mm)检查方法网的长度、宽度±10尺量检查网眼的尺寸焊接±10尺量连续三档取最大值绑扎±20网架的宽度、高度±5尺量检查网架的长度±10受力钢筋间距±10尺量两端中间各取最大值排距±5箍筋、构造柱间距焊接±10尺量连续三档取最大值绑扎±20钢筋弯起点位移20尺量检查焊接预埋件中心线位移5水平高差+30受力筋保护层基础±10梁柱±5墙板±38、施工注意事项76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（1）为了避免混乱，在每批每个规格钢筋加工后，立即在钢筋上缠上标牌，标牌上标明钢筋使用部位，数量，规格及责任人等。钢筋绑扎前应先熟悉施工图纸，核对钢筋配料单和钢筋上的标牌，核实无误后方可绑扎。如发生错漏及时增补。（2）钢筋规格数量较多时，施工人员应先研究逐根钢筋穿插就位的顺序，并与有关工种研究支模、管线和绑扎钢筋等的配合次序和施工方法，明确施工进度要求，以减少绑扎困难，避免返工和影响进度。（3）框架柱有的截面较大，钢筋施工一定严格按照上述方案实施，否则因柱截面尺寸大，钢筋很难保证准确位置。在实际施工中，由于箍筋绑扎不牢；柱筋与模板间固定措施不力；或由于振捣棒的振捣，使混凝土中的骨料挤压柱筋；或振捣棒振动柱钢筋，使柱主筋位移而改变了主筋的受力状态，给工程带来隐患。施工中要针对原因采取预防措施，一旦发生错位应进行处理，才能进行上层柱钢筋绑扎。一般处理方法是移位小于或等于40mm时，可采取按1：6的比例弯折进行搭接，错位大于40mm时，应加垫筋或垫板焊接或凿去下部部分混凝土进行加筋焊接处理，或钻孔锚固主筋，焊缝及锚固长度按规范的规定。（4）钢筋绑扎应注意保持钢筋骨架尺寸外形正确，绑扎时宜将多根钢筋端部对齐，防止绑扎时，某号钢筋偏离规定位置及骨架扭曲变形。（5）保护层砂浆垫块厚度要准确，垫块间距要适宜，否则导致平板悬臂板面出现裂缝，梁底柱侧露筋。（6）钢筋骨架吊装入模时，要力求平稳，钢筋骨架用“扁担”起吊，吊点应根据骨架外形预先确定，骨架各钢筋交点绑扎牢固，必要时焊接牢固。（7）柱钢筋绑扎应控制好钢筋的垂直度，绑扎竖向受力筋时要吊正后再绑扣，凡是搭接部位要绑3个扣，使其牢固不发生变形，绑扣避免绑成同一方向的顺扣。层高超过4m的柱，要塔设脚手架进行绑扎，并应采取一定的固定钢筋措施。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（8）梁钢筋绑扎要保持伸入支座必需的锚固长度，绑扎时要注意保证弯起钢筋位置正确；在绑扣前，应先按图纸检查对照已摆好的钢筋尺寸，位置正确无误，然后再进行绑扎。（9）底板筋绑好后，应禁止人在钢筋上行走；在混凝土浇筑前应整修合格后再浇筑混凝土。三、混凝土施工1、施工准备工作（1）指派专人提前一天收听天气预报，收听当天交通台的路况信息。（2）各种施工机具落实到位，对各种机具进行检查，避免施工中出现机器故障，造成不必要的停工。（3）提前一天向材料科提交书面混凝土需用计划，说明供应时间、数量（扣除钢筋体积）、强度等级、供应速度及其他技术措施。（4）搭好临时75KW发电机棚及临时电源线路，安全防护措施、操作台等，浇筑混凝土时要铺好跳板，跳板支在预先制作好的钢筋支架上，不得直接铺放在钢筋网片上。跳板应具有一定的宽度，待混凝土浇到一定的位置，随浇随撤掉钢筋支架。（5）要备有足量的雨布。（6）作好工人尤其是机器操作手的班前集中交底工作，使工人做到心中有数。岗位人员落实到位，责任到人。（7）会同质量检查员对该施工段钢筋工程、模板工程的施工质量进行验收，发现问题及时下发整改通知书给上道工序专业工程师。待整改后报监理工程师签字认可后再进行本道工序的施工。（8）确定此次浇筑混凝土的值班人员及具体分工。（9）对施工现场配备的两台对讲机进行检查，确保对讲机在混凝土浇筑时能够正常使用。2、施工技术措施76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（1）施工缝柱的水平施工缝留置在异形梁底标高以上15～20mm处，施工中严格控制浇筑标高，过低则不利于支梁底模，过高应在柱拆模后凿除多余的混凝土，浪费人工。3、混凝土浇筑(1）混凝土的浇筑方向柱混凝土的浇筑方向从底部向上浇注，异形梁浇注方向从中间向两侧浇注。(2）混凝土的输送砼采用7m3砼罐车运至施工地点，平均运距13km。再用1m3挖掘机将砼送至浇注地点。（3）混凝土的分层柱混凝土浇筑在异形梁模板安装前进行，做好必要的操作平台等安全防护措施。柱沿高度分层浇筑，每300—500mm为一浇筑层，上层混凝土的浇筑应在下层混凝土初凝前浇筑完成。本工程柱子的高度均超过3m，在浇筑柱子下部混凝土时配以串筒进行浇筑，以防止混凝土出现离析。异形梁混凝土浇筑，采用随浇随振捣，随刮随抹平。用插入式振捣器振捣密，刮杆刮平，在混凝土初凝前用木抹子抹平，在终凝前再进行二次抹压，保证混凝土表面平整并防止在混凝土表面出现水泥膜和裂缝。（4）混凝土的振捣76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案本工程要达到清水混凝土效果，对振捣要求较高，即不能漏振，也不能过振。混凝土浇筑过程中的振捣各个施工部位时责任到人，细化具体部位，做好各个部位的振捣记录。拆模后各个部位的振捣质量反馈给各个振捣手，促使其改进工作，达到提高混凝土振捣质量的目的。一台布料机在一定范围内分层来回浇筑，安排4名振捣手，在相对固定位置振捣，尽可能的减少移动。柱、异形梁混凝土均采用插入式振捣器振捣，振捣厚度不得大于振捣棒的长度。混凝土的振捣采用随浇随振捣，振捣棒垂直插入混凝土，插入到下层尚未初凝的混凝土中约50～100mm，以使上下层互相结合；操作时要做到快插慢拔，如插入速度慢会先将表面混凝土振捣密实，导致与下部混凝土发生分层离析现象；如拔出速度过快，混凝土来不及填补而在振捣器抽出的位置形成空洞。振捣器的插点要均匀排列，排列方式采用行列式和交错式两种，由振捣手灵活掌握。插点间距距不超过40cm，振捣器距模板应大于20cm；用振捣器振捣时应避免碰振钢筋、模板、吊环及预埋件。在分层浇筑混凝土过程中，浇筑首层混凝土时注意不要将振捣器插到已经浇筑并初凝的混凝土上。当浇筑过程中出现泌水现象时，如不严重，不应把水直接排走，以免带走水泥浆，可采用海绵吸水亦可进行二次振捣或二次抹光；如泌水现象严重时，应改变配合比或掺用减水剂；本次施工中采用改变减水剂的用量，下次施工时调整混凝土的配合比。混凝土现浇板浇筑时，边浇边用铁锨摊平、振捣，边用2m长刮杆刮平。混凝土拆模时拆模强度不准以估算值为准，必须以混凝土同条件试块抗压强度报告为准，不同施工段、不同结构件的混凝土拆模强度报告要归档保存。柱拆模强度不得低于1.5MPa，墙拆模强度不得低于1.2MPa。其他混凝土结构件拆模所需强度参相关规范要求。4、混凝土的养护混凝土浇筑后在强度达到1.2MPa以前，不允许有人员在上面踩踏或安装模扳及支架。可上人的最早时间5月至10月约为8-10h，11月至次年476 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案月约为15-20h。5、混凝土试块的留置、施工记录用于检验结构构件混凝土质量的试件，应在混凝土的浇筑地点随机取样制作。（1）留置原则：每一施工层的每一施工段、不同施工台班、不同强度等级的混凝土每100m³（包括不足100m³）取样不得少于一组抗压试块，不得少于二组同条件试块（根据情况分别用于测定3d、5d、7d、28d强度，为拆摸提供依据）。（2）后期处理：制作的标准抗压试块拆模后于当日（不超过一个工作日）即送往公司实验室进行标准养护。混凝土试块标准试块上书写内容为：工程名称、混凝土强度等级（C30或C40）、成型时间、使用部位；同条件试块上书写内容为：工程名称、施工部位、混凝土强度等级（C30、C40）、成型时间。同条件试块拆模后在试块上进行编号，然后放到预先制作好的指定的铁笼内并上锁，置于同一部位；铁笼制作式样。铁笼制作式样图（3）每次浇注混凝土，混凝土专业工程师都必须填写《混凝土施工记录》。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案6、成品保护施工质量要求达到清水效果，混凝土成品保护要求较高，因而在混凝土结构件拆模后，采用在柱角处钉木板条的方式防护。柱防护高度为1.5m。7、砼质量验收标准混凝土工程严格按规范及统一验评标准施工，质量标准如下：混凝土结构工程允许偏差（mm）项次项目允许偏差值（mm）检查方法1轴线位置基础10尺量墙、梁52标高±5水准仪、尺量3截面尺寸基础±5尺量墙、梁±24垂直度5经纬仪、吊线5表面平整度32m靠尺楔型、塞尺6角、线顺直3线尺第六节：管托及桥架制作工程本工程管托及桥架由钢板和型材组成，管道桥架主要为焊接型钢，结构为钢架结构。所有桥架制作在制作场制作，配一台20T汽车吊进行吊装。管道桥架钢结构制作工艺流程见下图：76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案技术交底材料准备施工准备钢材、连接材料、焊接材料施工机具焊工考试焊接材料烘焙钢材除锈平台量具校验电源安全防护放样连接号料切割边缘加工制孔矫正或成型组装焊接普通螺栓连接《钢结构施工及验收规范》GB50205-2001竣工图及设计变更文件钢材合格证或试验报告焊接（试件）试验报告，高强度螺栓检查试验记录调整测量记录工程试验记录、隐蔽工程验收记录结构验收记录前期准备工作施工验收76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案1.施工准备1.1组织有关工程管理和技术人员对设计图纸进行会审，对图纸不明确及施工中有困难的地方，要与设计单位作好变更签证手续。1.2根据施工图纸结合本单位的设备和技术条件，制定出工程的施工方案，并提出材料计划。1.3对钢结构工程所使用的机械和检测设备的性能进行检验，保证施工过程中各种设备的工作状态良好，使用功能齐全。1.4钢结构工程所使用的材料除应有质量证明书外，还应根据现行国家标准的规定做复试检验，符合标准后方可使用。1.5在钢结构工程施工前，应对各工序的施工人员进行必要的岗位培训，并对其进行技术、质量、安全交底，预防发生安全和质量事故。1.6钢结构进入现场需进行构件验收并合理堆放，以便于构件进入现场后顺利的安装。1.7现场吊装前，应在柱脚上弹好十字线，同时将标高控制点设置好。现场场地应平整夯实，没有积水，并且要预留车道。2.管道桥架的制作制作准备，先制作钢平台，采用δ＝16mm厚的钢板制作，平台下需要夯实，通长铺设4道道木，道木尺寸200×300×600。制作时，平台外侧必须配备一台12t的汽车吊，供翻身、吊离平台的移位等使用，一侧焊接好后，需要进行一次翻身；再进行另一侧焊接，焊接完后，进行位移，吊离平台。管道桥架平面外刚度小，拼装后变形不易矫正（焊接收缩量难以预定），制作精度要求高，为了使管道支架制作质量达到设计图纸和规范要求，特此采取以下制作工艺。（1）材料进场检查76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案此工序为材料检验部分，其内容包括对工程所选用的型号、规格的确认以及材料的质量检查。质量标准：质量应符合设计要求及国家现行标准的规定。检验方法：检查钢材质量说明书和复检报告，用钢卷尺、卡尺检查型号、规格。（2）放样、号料放样划线时，应清楚标明装配标记、螺孔标注、加强板的位置方向、倾斜标记及中心线、基准线和检验线，必要时制作样板。注意预留制作、安装时的焊接收缩余量；切割、刨边和铣加工余量；安装预留尺寸要求。划线前，材料的弯曲和变形应予以矫正。放线和样板的允许偏差见下表：序号项目允许偏差1平行线距离和分段尺寸±0.5mm2对角线差1.0mm3宽度、长度±0.5mm4孔距±0.5mm5加工样板角度±20"号料的允许偏差见下表：序号项目允许偏差1外形尺寸±1.0mm2孔距±0.5mm质量检验方法：用钢尺检测。（3）下料：钢板下料采用半自动切割机下料，型钢采用手工下料，但下料前应将切割表面的铁锈、污物清除干净，以保持切割件的干净和平整，切割后应清除溶渣和飞溅物，操作人员熟练掌握机械设备使用方法和操作规程，调整设备最佳参数的最佳值。管托下料后用卷板机卷制管托上半圆弧，76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案质量检验标准：切割机的允许偏差值（mm）序号项目允许偏差1零件宽度、长度±3.02边缘缺棱1.03型钢端部垂直度2.0钢材剪切面或切割面应无裂纹、夹渣和分层。质量检验方法：目测或用放大镜、钢尺检查。（4）组拼接顺序与方法采用胎模装配法，胎模用∠125×10制作，并做好抄平工作，点焊必须牢固。（5）焊接①选择合适的焊接工艺、焊条直径、焊接电流、焊接速度、焊接电弧长度等，通过焊接工艺检验验证。本工程的焊接检验质量标准应符合设计及施工规范要求。②清理焊口：焊前检查坡口及组装间隙是否符合要求，定位焊是否牢固，焊缝周围不得有油污、锈物。③烘焙焊条应符合规定的温度与时间，从烘箱中取出的焊条，放在焊条保温桶内，随用随取。④焊接电流：根据焊件厚度、焊接层次、焊条型号、直径、焊工熟练程度等因素，选择适宜的焊接电流。⑤引弧：角焊缝起落弧点应在焊缝端部，宜大于10mm，不应随便打弧，打火引弧后应立即将焊条从焊缝区拉开。使焊条与构件间保持4mm间隙产生电弧。对接焊缝及对接和角接组合焊缝，在焊缝两端设引弧板和引出板76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案，必须在引弧板上引弧后再焊到焊缝区，中途接头则应在焊缝接头前方15-20mm处打火引弧，将焊件预热后再将焊条退回到焊缝起始处，把熔池填满到要求的厚度后，方可向前施焊。⑥焊接速度：要求等速焊接，保证焊缝厚度、宽度均匀一致，从面罩内看熔池中铁水与熔渣保持等距离（2-3mm）为宜。⑦焊接电弧长度：根据焊条型号不同而确定，一般要求电弧长度稳定不变，酸性焊条一般为3-4mm，碱性焊条一般为2-3mm为宜。⑧焊接角度：根据两焊件的厚度确定，焊接角度有两方面，一是焊条与焊接前进方向的夹角为60°～75°；二是焊条与焊接左右夹角有两种情况，当焊件厚度不相等时，焊条与焊件夹角应大于焊条与较薄焊件一侧夹角。⑨收弧：每条焊缝焊到末尾，应将弧坑填满后，往焊接方向相反的方向带弧，使弧坑甩在焊道里边，以防弧坑咬肉。焊接完毕，应采用气割切除弧板，并修磨平整，不许用锤击落。⑩清渣：整条焊缝焊完后清除熔渣，经焊工自检（包括外观及焊缝尺寸等）确无问题后，方可转移地点继续焊接。（6）验收①管托及支架运输前，应提交以下资②钢材、连接材料的质量证明文件或质量报告③构件制作自检记录④焊缝检查记录资料⑤构件验收记录（7）运输构件编号前，将各种符号转换成设计图纸所规定的构件编号，并用笔（油漆）或粘贴纸标注于构件的规定部位，以便安装时识别。在搬运过程中注意对构件的76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案保护，对易碰撞的部位应提供适当的保护。搬运后的构件如发生变形损坏，应及时进行修补，以确保安装前构件完好无损。（9）钢结构制作机械设备配置见下表：序号机具名称单位数量备注1卷板机台12等离子切割机台13电焊机台2425T汽车吊台1（10）劳动力计划管道支架钢结构制作劳动力计划序号工种劳动力人数备注1下料工23焊工24矫正工25钻孔工17司机28电工29起重工110辅助工2合计143.桥架及管托制作质量保证措施3.1此结构所选用的钢材必须有出厂合格证及原始资料，同时要求进厂的钢材必须经复检合格后方可使用。3.276 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案选择性能良好，使用功能齐全的加工设备，要求厂内制作部分型钢翼缘板采用45度坡口对接，腹板采用单面45度坡口斜接。3.3焊条应具有出厂合格证或材质报告，要求电焊条使用前应烘干，使用埋弧焊接选用的焊丝及焊剂必须与所用的母材相配套。3.4所有操作人员必须严格按技术、质量、安全交底内容执行，要求焊接人员必须持证上岗。3.5提高制孔精度采用钻模制孔。钻套用中碳钢制成，须进行淬火处理，钻模内孔直径应比设计孔径大0.3mm，钻模厚度不宜过大，一般用15mm左右。3.6保证制作精度，钢构件下料时要预放收缩量，预放量视工件大小而定，一般工件在40－60mm，重要的又大又小的工作要预放80－100mm。3.7定合理的焊接顺序是不可少的，当几种焊缝要施焊时，应先焊收缩变形较大的横缝，而后焊纵向焊缝，或者是先焊对接焊缝面后再焊角焊缝。3.8焊接型钢的主焊缝应在组装加劲肋板零件之前焊接。主焊缝的焊接顺序按焊后变形需要考虑，其焊接顺序应交错进行。第七节：管道桥架安装工程1.安装顺序砼基础轴线及顶面标高复核→管托及桥架二次运输→桥架吊装→支撑安装→校正→验收2.安装施工方法本工程管道桥架安装，先复核混凝土基础的轴线及基础顶面标高，采用吊装每一个桥架待校正临时固定后，再吊装下一个桥架，随吊随调整，然后进行固定。2.1安装前准备工作76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（1）柱脚螺栓的施工：复核基础施工的定位轴线，埋设的地脚螺栓位置。为保证地脚螺栓的定位准确，将地脚螺栓用钢模板孔套进行定位固定，并进行反复校核无误后方能进行混凝土的浇注施工。地脚螺栓露出地面的部分用塑料布进行包裹保护。（2）编制安装计划和构件供应计划，组织好施工。（3）检查钢构件：钢构件安装时应具有出厂合格证，安装前按图纸查点复核构件，将构件依照安装顺序二次倒运到安装范围内，在不影响安装的条件下，尽量把构件放在安装位置下面，以保证安装的便利。（4）安装质量标准项目名称允许偏差垂直度单节柱H/100且≤10mm标高梁面L/1000且≤10mm柱顶≤5mm2.2安装施工工序桥架运输→桥架大组装→桥架吊装→支撑吊装→安装与校正→管托安装（1）桥架运输桥架在制作场地制作好，用10吨低平板运输车将管架运至安装现场，用25T汽车吊卸至安装地点。管道桥架大组装管道桥架分片运到现场时行整体组装，组装时应保证柱总长及外形尺寸要求，焊接时焊完一面检查合格后，再翻身焊另一面，做好施工记录，经验收合格后方准吊装，接顺序应先腹板后翼板。（3）管道桥架吊装①吊装前首先确定构件吊点位置，确定绑扎方法，吊装时做好防护措施。防止柱与地面摩擦产生大变形。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案②采用螺旋法进行吊装。支架为两点绑扎，用一台25t汽车吊进行吊装，使桥架的绑扎点与基础中心在相应的起重机半径R的圆弧上，起吊时起重机开钩，支架离地面一定高度，起重机的起重臂向基础方向旋转，直至柱竖直在基础上面，当柱距地脚螺栓约30－40cm时扶正，使柱脚的安装孔对准螺栓，最后缓慢落钩就位。经过初校垂直偏差在20mm时内，拧紧螺栓，临时固定即可脱钩。③管道桥架校正桥架垂直度校正用两台经纬仪从柱的相邻两面观测柱子吊装准线的垂直度，其偏差应在允许范围以内，支架高H＜5m，为5mm，支架高H＞5m时，为10mm，支架高H＞10m时，为1/1000，最大不超过20mm。当偏差超过允许值时，采用千斤顶进行校正，标高校正用千斤顶将底座少许抬高，然后增减垫板厚度，柱脚校正无误后立即紧固地脚螺栓，待钢柱整体校正无误后在柱脚地板下浇注细石混凝土固定。第八节：管道制安工程一、管道制作管道主要由内衬陶瓷管道和焊接管道组成，尾矿输送管道工作压力为11Mpa、6Mpa、3Mpa，回水管工作压力为4.3Mpa，管道均为焊接。管道焊缝等级Ⅰ级，100%“X射线”探伤检测。1、工艺流程材料进场验收→管道下料→焊接→组对焊接→验收→运输2、施工要求（1）所有进场的材料要有合格证，材料的品种、规格、型号必须符合设计及施工规范要求。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（2）主要施工人员均应具有相应工种的上岗证、并具备一定的施工经验，熟悉操作规程及工艺要求。3、施工方法（1）所有进场的管道经验收合格后，进行防腐施工。（2）管道制作前，将已下好的料沿四周用等离子加工坡口，坡口加工后，并将不平处打磨平整，坡口角度为60º。（3）两管口对接采用60º坡口角。对口时，管道轴心线须对正，以免由于轴心线偏斜而产生错口过大偏差（管口错边量不大于2mm）；管口焊后会产生对口间隙收缩，两管道对口间隙应不大于2mm。（4）管道焊口组对好后，应用点焊的方法进行定位固定以防止管道移动错边，焊接采用氩弧焊打底，点焊时，每个焊口应点焊3~5处；点焊长度一为10~15mm；高度宜为2~4mm，且不超过壁厚的2/3；点焊间距为100~200mm。定位点焊选用的焊条和焊工技术水平应与正式焊接相同。（5）焊接操作时须避免在母材上引弧或试验电流大小，应接好引弧板，氩弧焊打底，直流焊接，施焊过程中应保证起弧和收弧质量，收弧时应将弧坑填满，多层焊的焊层接头应错开。每焊完一边后，必须用磨光机彻底清根后方可进行下道工序的焊接。（6）管道焊接时，管内应防止穿堂风通过。（7）每一条焊缝宜一次连续焊完。（8）焊条直径与电流关系焊条直径（mm）2.02.53.24.0焊接电流（A）40~6550~80100~130160~210二、管道安装1、工艺流程76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案管道基础开挖→验槽→管道支墩施工→管道运输→现场大组对→管件组对焊接→吊装就位→焊接安装→焊口X射线无损探伤检查验收→基础回填。2、安装方法（1）用1m3的挖掘机进行管道基础开挖，管道基础开挖深度为1.5~2.5m，坡度为1：0.5。（2）基础底人工清理整平，按0.4%的设计坡度进行人工修理坡度。（3）用10T拖车将组对好的管道运至安装地点，用25T吊车卸至安装地，根据现场实际进行组对。（4）将分节运至现场的管道，结合安装位置进行大组对焊接，焊缝应满足施工规范要求。为了保证工程质量，组对时尽量选在平整的地方，管道对接焊口的组对应做到内壁齐平，内壁错边量应不宜超过壁厚的10％，且不大于2mm。焊接采用对接焊缝，焊缝的高度与管道壁厚相同，管道配件与管道焊接时采用标准的连续角形焊缝，焊缝高度等于被焊件最小厚度相同。（5）管道组对好后，用钢丝绳绑扎牢固，根据重量选用吊车起吊，当起吊至离安装点150mm时采用配合人工就位，待管道与安装位置全面接触后再松勾。（6）对有管托的管道安装在空中对口时，尽量选在管道支架附近，以便对口平台的搭设，由于该工程的管道壁厚较厚，焊接时管外焊接四遍成形。管道对口时应在距接口中心200mm处测量平直度，当管子公称直径小于100mm时，允许偏差为1mm，当管子公称直大于或等于100mm时，允许偏差为2mm，但全长允许偏差为10mm;管道连接时，不得用强力对口、加偏垫或加多层垫等方法来消除接口的空隙、偏斜、错口或不同心等缺陷。(7)管道安装的允许偏差如下：76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案项目允许偏差（mm）坐标室外25标高室外±20水平管道平直度DN≤1002L‰，最大50DN＞1003L‰，最大80立管铅垂度5L‰，最大30成排管道间距15交叉管的外壁20注：L－管子有效长度;DN－管子公称直径。（8）管道安装时，对于DN＜500的应采用对接焊缝，一般不采用搭接板连接，对于壁厚＞3mm的对接焊口应加工成V形坡口，DN＞600mm的亦应尽量对接焊，安装有困难时，才采用搭接板连接，单面焊缝的搭接板厚度应为管道厚度的1.6倍，当DN＜800mm时，搭接板焊缝采用单面连续标准角焊缝，DN＞900mm时，搭接板焊缝采用双面连成续标准角焊缝，为保证对接，管道的最高点，最低及变坡点管道应有一定的交角。（9）管道的严密性试验，管道安装完，应用水压进行实验。（10）因工期紧，施工现场条件受到限制，要求所有管道焊缝焊口进行100%“X”射线无损探伤检测，合格后方可回填。（11）管沟回填采用机械回填，分层夯实，严禁机械在管道路上行走。（12）回水管道安装好后，进行水压试验。第九节：冬、雨季施工措施一、雨季施工措施76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案1、钢筋工程(1)钢筋堆放时，下部要垫混凝土条块，雨天要覆盖塑料布。(2)钢筋雨后要对表面进行检查，做好除锈工作。(3)雨天不得在无任何防雨措施的场地进行焊接施工。2、模板工程(1)模板应选择耐雨水冲刷的模板脱模剂，大雨过后要检查一下如有冲洗掉的现象及时补刷。(2)支撑要牢固，并随时进行检查；支撑落在土地上时应加通长垫板。(3)模板内积水要清除干净。3、混凝土工程(1)本工程采用现场搅拌混凝土。(2)混凝土浇筑前应了解当天的气象情况，以防因大雨被迫中断砼浇灌，形成施工缝。雨施期间也是高温季节，在无雨天气时要加强砼的浇水养护，从而确保砼的强度(3)对于浇注完未终凝的砼如遇突然降雨，及时用塑料布覆盖，以防水泥浆流失。4、管道安装工程（1）做好现场排水系统，将地面雨水排至排水沟。（2）及时做好材料准备工作，应用编织布、篷布将施工机具加以覆盖。（3）合理安排施工程序，对不适宜在雨天施工的有关工序，应结合当时气象条件合理调整施工部署，以提高效率，保证质量和安全。（4）施工时应做好防雷设施，现场机电设备要做好防雨、防漏电措施。（5）雨季管道及钢结构吊装应有防滑措施，绑扎、起吊管道及钢构件的钢索与钩件直接接触时，要加防滑垫。(576 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案)露天防腐施工应选择适当的天气进行，雨天不应作业，必须作业时，应当搭设工作棚，注意机电设备的保护，防止焊机等设备破损出现漏电事故。5、脚手架工程(1)雨期期间对所有脚手架工程进行全面检查，脚手架立杆底座必须牢固，基土应夯实，通常下铺50mm×100mm的木方，并加扫地杆。(2)外脚手架基础应随时观察，如有下陷或变形，应立即处理。(3)雨天应停止外脚手架施工，大雨后要对架体进行全面检查并认真清扫，确认无沉降和松动后放可使用。6、现场环保措施(1)施工车辆经过的场区内及场外道路，每天派专人清理，保持道路畅通和整洁。各种材料码放整齐，并设标识牌，保持场容整洁。(2)雨季蚊蝇容易滋生，生活区内不能积水，食堂要做好防蝇措施，剩饭菜及时处理。生、熟食品要分开，生、熟刀具要分开。防止食物中毒事件发生。(3)厕所每天冲洗，做到清洁无异味。(4)现场施工因人员多，劳动强度大，所以要注意传染病的发生和防治，做到早发现，早隔离，早医治。7、安全防护措施(1)雨后应由安全员、值班电工对防护设施，机电设备进行检查，达到安全要求后，方可进行施工。施工用电缆、电线必须悬挂，不得沿地面设置。(2)各种施工机具的防护、防雨、接地等设施必须保证齐全有效，脚手架等必须做好防雷接地设施，经理部专人负责检查整改。(3)施工现场各种施工用电和临时用电，必须专人负责定期检查，操作人员必须持证上岗。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案二、冬季施工措施本工程施工未进入冬季，所以不考虑冬季施工。第六章计划开、竣工日期和施工进度计划网络图第一节：施工计划开、竣工日期1.根据甲方要求及本工程实际情况，我方拟定开工日期为2013年5月25日，2013年8月1日全部竣工，绝对工期69天。我公司将全力按照施工组织设计进行人员、设备的调整工作。2.根据施工部署的安排，在全盘考虑的前提下，工期安排主要考虑避开管道制作用量的高峰，以确保工期质量及工期的前提下使人员、机械投入量缩小，以降低施工成本。为确保工期要求将全部工程分为三个阶段进行，各阶段施工项目及控制工期如下：第一阶段：管道支墩施工：工期30天。第二阶段：管道、桥架及管托制作防腐；工期25天。第三阶段：管道安装；工期43天。其中第二阶段和第三阶段可穿插施工，第一阶段和第二阶段部分搭接施工，即管道制作1/2时，安装可开始施工。因工序繁多，配合错综复杂，为使施工有条不紊，有节奏的进行，制订周密的网络计划，以指导施工，使整个施工过程在总工期控制下，围绕主导工序进行，穿插作业，密切协作，确保按期完成。具体施工阶段目标控制计划见下表。第二节：施工进度计划网络图附后：详见附件2。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案第七章确保工期的技术组织措施第一节：组织管理措施1.对于本工程管理将首先从领导者素质上予以高度重视，实现现场指挥管理。同时，实施全公司参与、全面保证、全力以赴，确保指挥管理系统全面优化，进而达到确保项目全面胜利进行的目的。2.开工前公司与项目部、项目部与各个作业层签订保工期责任状，实行重奖重罚，并根据需要撤换责任人或作业队，随时补充优秀的作业人员参战，确保工期胜利进行。3.每月向业主、监理公司提交工程进度报告和下月生产计划，如实际和计划有差异时，分析产生的原因，提出调整的措施方案，报请业主、监理审批后实施。4.建立每周例会制度，举行有业主、监理公司及施工单位参加的联系会议，及时解决施工中在项目上及项目与各专业施工队之间可能出现的问题。5.本工程施工工期68天，经历雨季，针对不同自然条件，加强季节性施工管理，制定相应的雨季施工措施，为确保工期质量目标而创造条件。6.充分发挥经济杠杆作用，将工程结算单价与施工进度计划的完成情况挂钩，促使各作业队从根本上重视施工进度计划，人人都能发挥主观能动性。7.建立项目管道制作、安装、施工协调会议制度，由项目部各部门负责人及各专业队负责人参加会议。在确保按时竣工的总原则下，及时处理好各工序、各工种在交叉、搭接作业时所面临和存在问题。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案8.施工过程中，开展必要的劳动竞赛，提高工效。9.施工过程中，做到技术准备、材料准备选择超前，严格抓好过程控制，做到奖罚严明。第二节：资源保证措施1.充分发挥我公司设备先进、装备精良的优势，实施科学、合理的投入，尽量大可能提高工程施工的机械化程度。2.按本施工组织设计的要求，为该项目配备素质高、作风好的项目管理班子和本公司经验丰富、操作技术水平高、责任心强的作业队伍进场施工。3.施工期间与节假日，我公司将根据预先对项目人员和作业队伍进行合理的轮休、倒休，以保证施工队伍的稳定，施工不受节假日影响。4.现场配备2台微机，并由专业人员应用工程项目管理软件，对工期网络和资源优化进行动态控制，使节点工期得到有效的控制，从而确保关键工序和总工期的实现。5.本工程明确的工程量及工期决定了投入的人、机、料数量，所以必须根据工程量、施工进度计划编制有足够保障的原材料供应、劳动力、周转材料、施工机械计划以满足该工程进度需要。项目部及公司相关部门负责按计划执行。第三节：技术保证措施1.制定详细的、有针对性和可操作性的施工方案，使所有的管理层和操作层熟悉和了解施工工艺、质量标准，减少施工盲目性，降低返工，使工程施工有条不紊的按期保质的完成。2.76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案采用小流水段施工：采用小流水段施工方式组织施工。使个工期提前插入，加快进度，确保总工期完成。3.广泛采用埋弧焊、二氧化碳气体保护焊工厂化制作，采用新技术、新材料、新工艺、新设备，提高施工速度，缩短施工工期。4.采用计算机管理：建立项目管理信息系统，以工程项目计划管理系统软件进行施工进度计划管理，并做好施工现场的电视监控系统。5.提高机械化施工程度，保证机械设备的完好率。5.1整个施工阶段，保证节点工期的实现。5.2管道制作采用集中制作，水平运输至施工现场组对安装。吊装工程采用1台25T汽车吊进行支架及管道吊装。5.3积极与业主、监理协调，请示政府质检部门及时组织管道制作、安装分部分项工程验收，及时插入零星构件安装等下一道施工，为总工期按期完成创造条件。5.4加强现场平面管理，特别是交通运输管理，确保物资设备进场畅通，确保工程的顺利进行。5.5加强材料、设备、人员等资源计划管理，确保各种计划及时提出和各类资料及时进场，确保工程顺利进行。5.6加强质量控制，以优良的质量保证工期。5.7与业主、监理、质检保持联系，及时验收。同时与设计部门保持联系，提前解决施工生产中可能存在的设计问题。第四节：综合协调措施发挥综合协调管理的优势，对各专业施工队进行有效的组织、管理、协调和控制。我们将以合约为控制手段，以总控计划为依据，发挥综合协调管理的优势，调动各专业施工队的积极性，使各独立76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案专业施工队密切合作和相互配合、相互支持，尤其是交叉施工的合理有效衔接。利用我们长期以来所形成的管理手段对各专业施工队进行组织、协调、管理和控制，在计划、工期、质量、安全、文明工地、成品保护、物资管理、技术管理、资料管理、合约管理、工程款支付等方面建立了一整套科学管理规定，调整、规范各专业队的行为，及其高效地实现让设计、监理、尤其是让业主满意的工程目标。1.制定一系列的现场管理制度，如工期奖罚制度，工序交接制度，大型施工机械设备使用申请和平衡制度，材料堆放申请制度，总平面管理制度，作业计划和材料日进场平衡制度等。2.建立例会制度，保证各项计划的落实。：计划管理是项目管理最为重要的手段，我们将建立如下的会议制度。每日下午5：00召开有各专业队共同参加的生产例会，总结日计划完成情况，协调内部管理事务，发布次日计划；通过例会制度，使施工各方信息交流渠道通畅，问题解决及时。制定四级控制计划，通过日计划保证周计划，通过周计划保证旬计划和月计划，通过月计划保证总进度计划。3.计算机项目管理信息系统，实现资源共享：我公司将全面建立项目管理信息系统，建立项目管理信息网络，实现高效、迅速且条理清晰的信息沟通和传递方式。信息系统不是众多信息堆积的载体，而是理顺信息流通的渠道，是提供项目决策依据的信息服务器，因此，信息系统可以为项目管理领导者提供丰富的决策依据，使项目管理领导者快速、准确、果断地进行决策。同时还可向业主及时公布工程的进度、质量动态，提高工作效率，加快工作进程。在进场后，我们将编制各专业队施工计划，与工程施工进度配套。4.根据不同阶段加强现场平面管理：76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案我公司将根据管道制作安装等不同阶段的特点和需求设计现场平面布置图，平面图涉及现场道路的布置、各阶段大型机械的布置等方面的布置。各阶段的平面布置图和物资采购、设备订货、资源配备等辅助计划相配合，对现场进行宏观调控，在施工紧张的情况下，保持现场秩序井然。现场秩序井然是施工顺利进行和保证工期的重要保证之一。5.加强与业主、监理、设计方的合作与协调，积极主动地为业主服务。我公司将从工程大局出发，积极协助业主的工作，包括处理好与政府部门工程各方的配合与协调，使现场发生的任何问题能够及时快捷地解决，为工程创造出良好的环境和条件。第八章确保工程质量的技术组织措施第一节：质量管理目标1、质量目标：合格。2.具体分段目标：确保各检验批、分项工程、分部工程合格率100%。第二节：质量保证管理措施1、质量保证体系1.1按照本公司GB/T19001—2000idtISO9001：2000“精益求精、顾客满意”的质量方针，精心组织施工，以严格认真，一丝不苟的工作态度，通过不断提高工作质量来保证和提高工程质量，确保本工程质量目标的实现。1.2建立项目质量保证体系，编制项目质量计划。项目建立以项目经理为首的由76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案项目总工具体负责的项目全员参与的质量管理体系。项目总工负责项目质量计划的编制及审核，工长负责分部分项工程的工序质量控制，专职质检员负责工程质量跟踪检查，各班组组成多个质量管理（QC）小组，开展QC活动。把贯彻ISO9000标准与全面质量管理（TQC）有机地结合起来，形成项目全员参与的质量保证体系。1.3成立以项目经理任组长，项目总工为副组长、项目质检员及工长任组员的全面质量管理领导小组（TQC小组），建立多个质量管理（QC）小组，本项目计划成立钢结构及管道制作、安装QC小组，运用质量改进的基本方法—PDCA循环，不断总结经验，克服缺点，提高工程质量。PDCA循环的内涵是“计划（P）检查（D）总结（C）提高（A）”它反映了质量改进和其它管理工作必须经过的四个阶段。这四个阶段不断循环下去，使工程质量不断提高。PDCA循环示意如下：PDACPDACPDAC维持改进维持改进维持改进不断提高质量1.4项目建立以项目经理为首的由生产副经理和项目总工具体负责的项目质量管理机构，并形成公司及经理部定期检查的考核机制，质量管理机构见下图：76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案公司总工程师项目经理公司工程管理部部部项目总工项目副经理项目质检员各专业工长各专业施工队质检员1.5实行全过程、全方位的质量控制管理。坚持以“预防为主”的方针，搞好工程质量预控，并建立项目质量保证体系。项目质量管理体系管理流程图（见下页）76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案项目质量目标的确定与顾客沟通工程测量施工准备、施工ISO9001质量管理体系的策划工作环境基础设施资源管理人员能力意识培训招（议）标、合同评审合同签订、交底产品实现策划顾客满意信息收集采购标识检验试验产品防护过程监视和测量内部审核不合格品控制特殊过程确认控制数据分析处理QC活动工程交付开展质量活动纠正预防措施监视与测量回访回修改进顾客满意1.6精选施工班组，对拟招用的社会劳动力进行调查评审，经项目经理及公司主管领导批准后，签订有效合同，造好民工花名册，所有民工必须持有计生证、就业证、上岗证、暂住证。使用后，定期考核，对不符合要求者，与之中止合同，以确保劳动力素质，保证工程质量。特殊工程，必须持证上岗。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案1.7对关键、特殊过程，保证具有可追溯性，为此，所有进入施工现场的原材料、半成品和施工半成品，应标明产品名称、数量、规格、型号、产地、出厂日期、使用部位等，标识要与原始凭证、有关文件一致。1.8接到施工图后，组织技术力量熟悉图纸,了解设计意图,参加业主组织的设计交底和图纸会审,并做好记录及施工准备工作；编制好施工组织设计和项目质量计划。配备本工程所需标准、规范及相关的法律法规文本，以及业主单位有关质量管理文件和管理办法等。1.9对关键、特殊过程应明确所需设备、操作人员资质及过程参数，实施前对施工方法、设备能力、人员资质进行“三鉴定”，填写“特殊过程三鉴定记录”，实施中进行连续监控。1.10设备必须状况良好、配套齐全、安全可靠、安装验收合格后方可使用。设备使用做到定人、定机、定岗，严禁无证操作和一人多机现象。做好设备的日常保养和维修，如实填报有关记录。1.11把好检验和试验关，材料员应检查随货同行的材质证明、产品合格证等必要的质量合格证明文件是否齐全，随同材料试验委托单移交给技术部门。保证规定的检测项目不漏检，不迟检，保证未经检验和不合格的原材料、半成品和工序不使用、不转序。1.12设置一名专职质检员，严格“自检、互检、专检”的三级检查验收制度，专职质检员检查面必须达到90%，尤其是工序检查，应具体到各个环节，并做好工序交接成品保护记录，坚决按照“谁施工谁负责”的原则进行检查验收，以确保工程质量。1.13坚持“质量一票否决权”，严格质量奖罚制度，严格班组之间的工序交接验收手续，克服上道工序缺陷对下道工序以致产品最终质量的影响。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案1.14当发现不合格品时，按有关控制程序由项目质检负责人签发不合格品通知单，并对其进行标识、记录、组织评审和处置，提出处置方案，并对处置结果予以验证。保证不合格品不用于工程，不合格的工序不转序。1.15建立项目质量记录总目录清单和各部门质量记录目录清单。质量记录包括质量体系运行记录和产品质量记录，由项目各职能部门按规定要求填写，做到准确、及时、完整、与工程进度同步。工程完工后，由工程技术部门统一收集归档。2.工程质量通病防治措施：2.1钢结构构件及管道制作质量通病预防措施（1）下料、组装和检查的量具，必须定期送检。（2）用尺测量零构件时必须把尺面紧贴零件面，零件长度超过10m时，应用拉力器进行准确测量。（3）划线下料应根据不同零构件留有量。（4）构件拼接时，在保证焊缝强度和钢材的条件下，采用正焊缝，保证对口间隙一致，以满足焊缝质量达到构件受力要求。（5）管子根据实际情况，管内设支撑，以防卷制的管子变形。（6）拼接连接焊缝的位置应放在受力较小部位，焊接时采用与构件同材料厚度的引弧板、收弧板施焊，以消防坑裂纹等缺陷。（7）焊接时应保证焊缝质量，建立一套焊工自检和质检员专检的质量保证体系，同时控制焊接这一特殊过程的焊前、焊中和焊后检验。（8）校正时应注意矫正的程序。（9）各工种、工序之间严格执行自检、互检、交接检，保证各种偏差在规范允许范围内。2.2钢结构及管道安装质量通病防治措施：（1）成立专门测量小组，负责工程全部测量放线工作，对构件安装的控制轴线、基线、标高进行有效的控制，经常性地复检。（2）76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案管道安装过程中设专人负责该工程的质量，给班组进行详细的技术交底。2.3工程质量回访与保修：根据《中华人民共和国建设部令》第80号规定，我公司承诺按规定依法对本工程进行保修。工程竣工后，与业主签订保修责任书，并实行项目经理质量终身负责制度。第九章确保安全生产的技术组织措施第一节：安全管理目标及机构1.安全目标：施工现场安全合格率100％，加强安全管理与安全防护，确保无任何机械、火灾及人员伤害事故。2.安全生产遵循的主要法律规范2.1《建筑法》、《劳动法》2.2《工程建设标准强制性条文》（安全部分）2.3《建筑施工安全检查标准》2.4《建筑机械使用安全技术规程》2.5《施工现场临时用电安全技术规范》2.6《建筑安装工程安全技术规程》2.7其它相关《规范》、《规程》、《标准》3.安全管理体系（见下页）76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案项目经理项目总工项目副经理专职安全员管道制作队管道安装队管道支墩施工队管道桥架制安队4．安全组织机构：4.1成立以项目经理为组长、项目副经理、总工为副组长、安全检查员为常务组员、相关职能部门负责人为组员的项目安全领导小组。加强安全管理，形成项目定期检查、考核机制。4.2项目经理对本项目安全施工全面负责，项目经理是本项目的第一安全责任人。项目副经理主管项目日常安全工作，项目副经理是安全生长直接责任人，项目安全员负责安全日常巡回检查工作并督促各项安全措施的落实，技术负责人负责组织制定安全技术措施并审定，各职能部门负责人负责管理本部门人员及工作范围内的安全，各施工班组长负责管理本班组人员的安全生产。5.安全职责5.1为了加强领导，明确职责，由下至上，一级对一级负责，层层抓落实，并相互监督和提醒，做到人人讲安全，人人注意安全，人人都是兼职的文明安全员，发现安全隐患及时报告、及时消除，真正做到安全76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案“责任重于泰山，防范在于严、细、实”。5.2施工现场每个施工人员对各自的职责范围内的安全施工负责，坚持“管生产必须管安全”的“谁施工谁负责安全”的原则。5.3项目设专职安全员一名对施工现场安全监督把关，项目质安部门每周组织一次全面检查，公司每月一次检查，检查方法采用“目测、实测及动作试验”，每发现一起事故隐患，罚项目有关责任人、责任班组500～1000元，并限期整改，坚持谁检查、谁签字，谁负责、谁督促整改及事故追究制约原则。第二节：保证安全技术措施1.操作环境1.1施工主要入口设电脑语言安全警示器。1.2凡临边洞口必须防护，为防止随意性、任意性和临时性，采取工具化或定型化的防护设施。1.3材料按规定位置堆放，堆码高度不超过规定。2、施工用电2.1施工用电按照施工现场临时用电安全技术规范架设。2.2做施工用电组织设计，电线、开关，保险等均要符合设计要求，并到正规厂家进货。2.3线路采用“三相五线”制及五芯电缆，按三级配电，二级用电保护设置，保证“一机一闸，一箱（标准开关箱）一锁”作好重复接地及保护接零。同时将动力线和照明分别设置。3.消防安全措施3.1现场成立以项目经理为首的由项目施工副经理、项目总工76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案及安全员共同参与的消防领导小组，制定本工程消防方案和消防检查制度，定期研究消防工作中所涉及到的问题，确定各级防火安全责任人。同时成立义务消防队，配备适用的消防器材随时做好灭火准备。3.2项目副经理负责消防管理工作，开展消防安全活动和消防安全知识宣传教育，坚持安全消防检查，对安全检查中发现的消防安全问题和隐患，要限期整改，防止事故发生。现场实行安全员和义务消防员相结合的消防管理办法。3.3工程技术人员安全交底同时进行消防安全交底。特别对电器、电焊、氧焊（割）等易燃危险作业区，要有具体的防火要求。电焊、氧焊（割）等要集中管理，严格执行用火制度。施工现场严禁吸烟。3.4乙炔瓶与一切明火距离不小于10m，距离氧气瓶不小于5m。乙炔瓶、氧气瓶和焊枪均应分隔开，不得放在一个室内。3.5严禁易燃品仓库使用碘钨灯和超过60w以上的白炽灯等高温灯具。3.6建立消防档案，按规定配备消防器材，每处设置二台以上挂式灭火器并按规定期限更换灭火剂，现场配备灭火砂袋及消防水池与消防专用水桶。4.电气防火措施4.1建立电气防火责任制，经常进行电气防火教育。4.2合理配置、整理各类保护电器，对设备和输电线路的过载、短路进行可靠的保护，严格防止线路过载和短路引起的火灾。5、.洞口临边的防护5.1临边设安全防护栏杆及警示灯，防护栏杆高度1100mm，设两道栏杆，上一道栏杆距地900mm，下一道栏杆距地600mm高，栏杆下部设挡脚板300mm高，挡脚板采用300mm宽架板。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案5.2洞口防护方式：可采用盖板或防护栏防护，用盖板防护时，盖板可采用竹、木等作盖板，盖住洞口。盖板须能保持四周搁置均衡，并有固定其位置的措施。6.施工过程安全生产控制6.1安全纪律：遵守劳动纪律，服从领导和安全检查人员的指挥。上岗作业时思想集中，坚守岗位，未经允许不得随意从事其他两种作业。不得酒后作业，不得在严禁烟火的场所吸烟用火。6.2安全教育与培训：（1）项目经理部将利用各种会议和宣传工具，对职工进行安全生产教育，提高全员安全素质。（2）对电工、电焊工、机械工、机动车辆驾驶等特殊工种作业人员进行本工种专业安全技术培训。特殊工种需持有特殊作业人员操作证方能上岗。6.3安全检查：（1）项目经理部每星期组织一次全面的安全生产大检查。安全检查由项目经理带头，组织各职能部门负责人及安全技术人员共同进行。安全检查的内容重点以《建筑施工安全检查评分标准》为准。（2）对安全检查发现的隐患及时下达安全整改通知单，要求班组及时整改，并认真执行“安全检查反馈制度”。不能及时整改的事故隐患，有关部门要制定整改计划，若危及职工人身安全的，必须采取可靠防护或停止作业。6.4班组安全管理（1）班组必须认真贯彻执行公司和项目经理部制定的各项安全生产规章制度。（2）班组设一名兼职安全员，协助班组长搞好本班组安全工作。（3）加强全员的安全知识教育，培训后通过考试，试卷存档，提高全员安全意识，使人人做到“安全在我心中”。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案6.5管道安全施工措施：（1）施工现场设安全工长进行现场安全措施的落实与管理，对现场施工人员、现场机械设备及现场用电进行统一管理。要求参加施工的特殊工种作业人员必须是经过培训，持证上岗。施工前对所有施工人员进行安全技术交底。进入施工现场的人员必须戴好安全帽、穿防滑鞋，电工、电气焊工应穿绝缘鞋，高空作业必须系好安全带。（2）作业前应对使用的工具、机具、设备进行检查，安全装置齐全有效。（3）操作面应有可靠的架台，护身，经检查无误，进行操作。构件绑扎方法正确，吊点处应有防滑措施，高处作业使用的工具，材料应放在安全地方，禁止随便放置。（4）起吊管道时，提升或下降要平稳，避免紧急制动或冲击。专人指挥，信号清楚、响亮、明确，严禁违章操作。构件安装后必须检查其质量，确实安全可靠后方可卸扣。每天工作必须达到安全部位，方可收工。（5）施工现场的机电设备、闸箱、电焊机，应有可靠的防雨措施。电器操作必须由专业人员进行，严禁非专业人员操作。电焊机使用要严格按安全操作规程执行，一次线不得超过两米，二次线不能破皮裸露。（6）安全设施有专人按规定统一设置，其他人不得随意拆动。因工作需要须拆动时，要经过有关人员允许，事后要及时恢复，安全员要认真检查。(7)搞好安全用电，所有用电设备的拆除及现场照明均由专业电工担任，使用的电动工具，必须安装漏电保护器。(8)重点把好高空作业关，工作期间严禁喝酒及打闹，手持工具应系好安全挂绳，避免直线垂直交叉作业。（9）切实搞好防火，各项操作均应按规定正确使用。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案（10）屋面安装时，要布置好安全网，并设置拉栏。（11）坚持班前安全会议制度，将当日工作安排及安全注意事项进行交底。（12）定期进行安全检查，预防和控制事故的不安全因素。（13）起重指挥要果断，指令要简洁明确。（14）加强现场保护，注意防火防盗。（15）吊装作业范围内设安全警戒线，非操作人员禁止入内。（16）所有的安全活动记录及文件要齐全。第十章确保文明施工的技术组织措施1.施工目标：维护周边环境，文明施工，创安全文明施工工地。2.文明施工管理措施：2.1建立以项目经理为责任者的施工管理机制，设立文明施工长，重点抓好施工现场文明工作，将施工现场综合考评作为一项重要的创优计划，做到措施有效，贯彻有力，责任到人，对施工环境进行动态管理，确保现场文明施工。2.2施工大门的门框或门柱须牢固并按现场标准化管理的设计要求布置，门柱正面写宣传标语，施工出入口两侧设置“五牌一图”，围墙上书写确保工程质量和树立企业形象的标语。3.对施工噪声的控制：3.1遵照《中华人民共和国建筑施工场界噪声限制》（GB12523-90）规定，制定降噪的相应制度和措施。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案3.2遵守国家、省、市有关环境保护法律、条例、细则的规定，必须采取有效措施，控制施工现场的各种粉尘、废气、废水、固体废弃物以及噪声、振动对环境的污染和危害。4.生活区、办公区文明施工措施：4.1施工现场宿舍房间的净高不得低于3.0m，进深不得小于5m，床铺应为长2m，宽0.8m规格的双层刷油漆的钢床，下铺距地面0.5m，上铺距下铺间距为1m，上铺距天棚不低于1m，每一个房间不得超过16人，禁止睡通铺和乱铺稻草。宿舍内做到窗明几净，东西堆放整齐。生活用品摆放有序。中间设长条桌，以便于用餐。4.2宿舍内要通风良好。电源线、灯光、开关均符合用电标准，每间宿舍照明灯泡控制在每8个人用1个40w灯泡。严禁在宿舍内用架板烧明火，严禁用灯泡烘烤衣裤鞋袜等。4.3食堂必须符合《卫生法》的规定，与主管部门签订卫生管理责任书。炊事人员上岗应穿戴工作服（帽），保持个人卫生，炊事和生活管理人员每半年进行一次健康检查，持健康合格证上岗。炊事用具应清洁卫生，食品贮藏柜（箱）和菜饭应生、熟分开并有标记。4.4厕所与浴室：（1）生活区建一个高位水池，厕所旁设一化粪池，经沉淀的污水排入下水道。（2）厕所卫生间应设专人负责，定期进行冲刷清理、消毒，防止蚊蝇草生。施工现场厕所内贴白瓷片，便池为水冲式，卫生间外设化粪池，所有废水经化粪池后再排入下水管网。（3）施工现场设临时淋浴室，喷头与人数比为1：25。淋浴室地面贴防滑地面砖，室内要有排水、排气设施。照明要设防水灯头、防水开关和漏电保护装置。并设专人管理，定时冲刷，保持清洁卫生。5.生产区文明施工措施：5.1施工现场设围墙全隔离施工，围墙高度不低于1.8m76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案，墙面要抹灰刷白。材料进出场道路，设专人定时清扫，保持道路清洁，施工废水要经沉淀池沉淀排入下水管道。进出口处设洗车台，进出车辆都必须用水冲洗干净。5.2各种材料、成品、半成品、机械设备的堆放位置应与施工平面图相符。5.3电焊机、数控多头切割机、矫正机等机械应搭设临时操作棚，操作棚内稳固整洁，每天使用后的机具应清洗干净，做好日常保养。闲置设备应保养好入库。6.综合治理：6.1施工现场设门卫和专职保卫人员值班。项目经理应与主管部门及当地有关部门签订社会治安责任书。6.2项目经理须对施工现场所有人员进行文明施工教育，并在安全技术交底的同时进行文明施工内容的教育，且有记录资料可查。6.3施工项目部要主动与现场周边单位和业主方搞好合作，积极开展共建文明项目活动，发挥现场文明窗口的作用，树立良好的建筑企业形象。第十一章工程投入的施工机械设备情况、施工机械进场计划第一节：施工机械设备配备为使工程保质、保量按期完成，根据施工方案和施工进度计划的要求，确定施工机械需用量及进场时间，保证各种机械按时到位，并使施工机械能得到充分发挥和有效使用，对施工机械统一管理调配使用，定期进行检查，维修、保养，确保设备运行良好及安全可靠。一、施工机械设备情况及进场计划76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案主要施工机械设备表及进场计划序号机械或设备名称规格型号数量(台)国别产地制造年份额定功率（KW）生产能力进场时间1汽车吊QY-251徐州2001.3273.425t2013年4月2电焊机BX-50010上海2006.1138.62013年4月3空压机4L-20/81无锡2002.16.52013年4月4低平板半挂运输车1上海2003.520t2013年4月5X光探伤机250512013年4月6摇臂钻床Φ4012013年4月7摇臂钻床Φ3212013年4月8柴油发电机组50GF4台玉柴2012年702013年4月9插入式振动器ZN356台成都2013年1.52013年4月10钢筋切断机GQ-502台西安2013年4Ф6-Ф50/40mm2013年4月11钢筋弯曲机GW7-502台西安2013年4Ф6-Ф50mmm2013年4月12钢筋调直机GT4-142台西安2013年9Ф6-Ф12mm2013年4月13挖掘机WY-1OOB6台日本2012年1101m32013年4月14搅拌机J350型2台西安2013年7.5100m32013年4月二、主要施工工具拟投入的主要施工工具表序号工具名称型号规格数量生产能力进场时间1倒链ZBJ80014-892个10t2013年4月2倒链ZBJ80014-892个5t2013年4月3倒链ZBJ80014-894个3t2013年4月4卡环NR2个10t2013年4月5卡环NR4个5t2013年4月6卡环SP5个3t2013年4月76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案7焊把线WSE-1601000m2013年4月8焊钳CNH-330个2013年4月9千斤顶RSM-2004个32t2013年4月10千斤顶RSM-3004个10t2013年4月三、主要检查仪器主要检查仪器表序号名称规格型号单位数量1水准仪S3台22激光经纬仪GTS-701台135米标尺5m把4450米钢尺50m把15100米钢尺100m把16摇表2C8块2第二节：材料供应计划根据施工进度计划及工期要求，按开工的先后顺序，进入现场的主要材料进场计划如下。序号材料名称规格型号数量使用部分进场时间2013年4月5月6月7月8月1尾矿输送管道见施工图24Km管道20％30％30％20％2尾矿回水管道见施工图4.9Km管道20％30％30％20％3管道桥架见施工图120T桥架50％30％20％76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案第十二章：劳动力安排计划第一节：劳动力进厂策划开工前建立各项用工制度，根据工程量及施工能力，合理配置劳动力资源，根据施工进度安排所需的工种、数量、进场时间。对施工班组的施工能力进行评价、评审，择优选择施工班组；对工人的技术水平和安全意识进行考核。开工资质评审，选择队伍，签定合同各工种登记入册，入场教育，培训安全技术培训，施工目标交底施工中统一管理，动态质量控制安全技术交底，操作规程的执行，安全质量检查工程结束对其施工技术和施工质量进行评价，合理安排劳动力逐步退场，履行劳务合同第二节：劳动力安排计划我方承诺施工人员在4月25日进入现场，设备调遣、施工大临及人员动员周期10天，经理部管理人员见项目管理组织机构图。施工高峰期人数120人，劳动力计划见下表。根据本工程特点，结合现场实际，计划安排4个施工作业队，按I区段、II区段进行计划各自分段流水施工，一个管道制作队，一个管道安装队，一个桥架制安队，一个管道支墩施工队负责I─II区的管道支墩及管道的制安。各施工队伍按照工期安排陆续进入施工现场。做到各作业面不闲置，工序衔接紧密，并切处理好各工序的穿插。劳动力计划表如下（见下页）：76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案劳动力计划表单位：人工种按工程施工阶段投入劳动力情况管道支墩施工管道制作管道桥架制作管道桥架安装管道安装钢筋工10木工15砼工12架工10测量工224起重工22224铆工426焊工284415电工22222钳工22油工2225普工10105515合计6530191751第十三章施工总平面布置设计第一节：平面布置1、施工现场概况76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案拟建的主要工程比较分散，施工区内场地高低不平，翻越一期尾矿库，施工场地狭小。2、生产大临设置由于本工程管道安装量大，工期紧，因此，施工机具的投入与布置是本工程的难点。（1）施工现场管道成品堆放场及支架制作场由于现场狭小，在现场附近延联络道路两旁设管道堆放场支架制作场，堆放场及制作场共3个，分别设在一期尾库河沟边、山顶、及二期尾矿库初期坝上游，每个堆放场长60米，宽20米，进行场地平整后，用20T振动碾碾压6~8遍，在上面铺100*60的方木，间距4m，再方木上堆放钢管。安装时将管道用12T汽车运至安装地点进行安装，运距11km（从总包部运至现场堆放场）。（2）电焊机棚管道安装时设临时移动棚，移动棚共5个，每个面积5m2，棚内安放电焊机，配电箱。3、现场道路根据设计平面图确定的临时道路，尽量做到永久性道路与临时性道路相结合，要修建的临时道路宽4.5m，走向随安装的管道，坡度小于7度，长度20KM。4、水电布置（1）水布置现场用水采用20m3的水车从拉萨河运至各施工地点及生活区，运距15KM。（2）电布置施工用电采用5个7576 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案KW的发电机供电，每个发电机设防雨棚，棚内设配电总箱，再从总配电箱用电缆接入各施工地点，在各施工地点设分配电箱，最后各用电设备从分配电箱接入。5、现场办公室布置现场临建房布置包括办公室、工具房、仓库等。分别设在一期尾矿库的山下河沟旁和山顶上，办工用房及宿舍全部为阻燃的采板房，占地面积500㎡。施工总平面图附后。第二节：临时用地临时用地见临时用地表如下：临时用地表用途面积（平方米）位置需用时间办公区100m2一期尾矿库河沟上游2013年5月至2013年9月生活区200m2环保坝上游2013年5月至2013年9月生产区200m2一期尾矿库河沟上游2013年5月至2013年9月搅拌站3000m2初期坝上游2013年5月至2013年9月钢筋棚195m2一期尾矿库河沟上游2013年5月至2013年9月木工棚195m2一期尾矿库河沟上游2013年5月至2013年9月材料堆放场2000m2延临时道路边2013年5月至2013年9月合计5890m276 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案第三节：施工总平面图的优化和管理1.平面的优化施工现场总平面布置图除按本章规划外，进入施工准备阶段进行实际布置时，根据现场实际条件进行优化计算和调整，然后确定布置方案并报业主批准。2.施工平面的科学与管理2.1建立统一的施工平面图管理制度，划分使用管理范围。专人负责，严格控制各种材料、构件、机具的摆放位置及占用时间和占有面积。2.2实行施工平面图动态管理，定期对现场平面进行了实录、复核，修正不合理的地方，定期召开平面执行检查会议，奖优罚劣。2.3临时设施和电路不得随意更改和移位，不得擅自拆迁建筑物和用电线路。附件1：施工总平面布置图；附件2：施工进度计划网络图；附件3：主要管理人员证件。76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案76 甲玛铜多金属矿采选二期扩建尾矿输送管线工程施工方案76 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