贸仓库国际监管库及交易送配中心施工组织设计

施工组织设计方案工程名称：中国物流公司乌准线大地窝堡车站外贸仓库国际监管库及交易送配中心编制：施工技术审核：质量保证审核：安全保证审核：审定：批准：编制日期： 一工程概况一、工程概况工程名称：乌鲁木齐石化公司100万吨/年对芳烃联合装置外部配套系统（凝结水回用设施）建设单位：乌鲁木齐石化公司设计单位：吉林市世纪华扬环境工程有限公司监理单位：乌石化监理公司施工单位：吉林市世纪华扬环境工程有限公司厂址地理位置：位于乌石化炼油厂建南区本工程地质条件良好，主要由厚度为0.15～0.8m黄土状粉土和厚度为0.7～2.3m的碎石土以及巨厚的卵砾层构成，地层结构简单，地貌形态单一。地下水位埋深为180～200m，最大冻土深1.6m。地基允许承载力特征值300kPa～500kPa，是良好的天然地基。根据岩土工程勘察报告，拟建场地属Ⅱ类建筑场地，地基土属于中硬场地土。二、工程的特点该工程施工内容多，工作量大而且分散，独立基础、框架等建筑物施工、施工材料的供应与合理组织施工成为本工程的重点与难点。为保证工程顺利进行，工程施工其间，在保证材料供应及时的前提下我们将安排足够的机械和施工人员，集中精力，采取有效的技术措施保证施工质量，组织施工时在工序之间进行流水作业，穿插进行，水、电全面配合土建进行。三施工目标 一、项目安全目标：本工程安全管理目标为零伤害、零事故、零环境污染，死亡事故为零，可记录事故为零，环境事故为零，火灾事故为零，车辆事故为零。二、项目质量目标：杜绝重大质量事故发生；分部分项工程质量85%优良；建设工程质量100%；单位工程交验合格率100%成品保护率100%。三、项目工期目标本工程开工日期：2010年6月1日；竣工日期：2010年10月1日。四本工程管理机构的设置一、本工程施工项目管理组织机构（详见组织机构体系图）根据本工程施工招标文件要求，以及工程规模、工期、质量等方面的要求，特设一个项目部，对该工程进行项目管理，严格按照本工程的招标文件中各项条款所规定的工程内容、工作范围、权利、义务和职责，管理好本工程的施工工作，按照承诺实现本工程的工期目标和质量目标。二、管理组织机构运作程序项目部组成一套高效、精干、强有力的施工队伍，配备完整的管理人员及有经验的、素质稳定的施工班组，按基础、主体结构、装饰装修等不同阶段，分别考虑和安排。为保证施工质量，提高效率，便于核算，各作业班组保持相对稳定，并由项目部统一安排、统筹调度。 （一）项目经理的权利和义务项目经理是企业法人代表在本施工项目上的委托代理人，负责工程承包合同履行，直接对企业法人代表负责。项目经理依照与企业法人代表签订的委托书、责任书、履行职责，行使权利。贯彻执行国家和工程所在地政府的有关法律、法规、政策，全面支持项目施工和管理工作，承担合同履行责任，全面负责项目部的物质文明和精神文明建设工作；确保项目施工质量，对工程质量负终身责任；严格执行与企业法人代表签订的责任书，确保施工项目的各项经济技术指标；执行企业各项管理制度，抓好安全生产，搞好现场文明施工，树立企业形象，围护企业良好信誉；必须及时、准确、真实地向企业法人报告工程进程中的质量、安全、财务以及其它有关重大事项，报告业主需要的文件和有关报表。参予企业法人与业主、监理工程师、设计的重大事项研究和决策，接受业主的指令，服从工程现场监理工程师，协调外部关系。按照企业法人批准的项目管理机构设置及编制，提出副经理、总工程师人选报企业法人审批备案后聘用，选择、聘用一般管理人员，对聘用人员的任职情况进行考核、监督、奖惩；依据有关法规，采购劳务；根据本施工项目进度计划和资金使用计划，行使资金调配权。 依据有关法规和核定的工资总额，自主决定项目部人员的计酬方式、工资、奖金的分配方案；依据本单位物资、设备采购相关规定，根据本标段工程的施工需要决定项目部物资采购、设备租赁方案；以企业法人代表代理人的身份，按照委托签署有关合同；企业法人授予的其他权利。（二）项目部的权利和义务项目部是工程项目的管理机构，在项目经理的领导下，认真履行合同，承担本施工项目从开工到竣工的全过程施工生产管理。项目部的组成人员，在企业法人聘用，进行双向选择，择优录取。项目部各职能部门在项目经理领导下，按照职能分工，履行下列职责：依据本施工项目合同编制施工组织设计、施工进度计划、施工技术方案、质量安全计划、资金使用计划，并确定相应控制目标；严格成本控制，加强质量安全管理，确保工程形象进度满足合同要求；负责工程价款结算，办理合同变更（如果有）；负责办理与业主、监理工程师、设计、地方政府关系协调中的具体事宜；负责组织管理作业层劳务人员，签订合理的分配方案；按照资金总量控制、丰欠互补的原则，制定合理的分配方案；组织设备租赁、物资采购，按工程施工需要合理配置生产要素；按照企业法人的要求，如实上报产值、施工进度、成本控制、工程质量、安全生产月、季、年报表，依照业主要求报送有关报表；负责记录工程项目的各工种、各工序生产班次的原始消耗量及成品（或半成品）成果，并进行月汇总，建立计算机成本管理和质量管理档案系统；竣工资料的收集、整理、移交，办理竣工结算；工程竣工后，剩余材料的处理、工程价款的回收、账务及各类档案的清理移交等事宜；（一）作业层权利和义务 作业层是项目部为完成本标段工程施工任务、满足项目施工需要的施工组织。严格执行项目部制定的施工技术措施、工艺规范、质量程序文件和安全规定；按项目部下达的定额计划组织施工；节约材料，降低消耗，提高材料的利用率；及时维修和保养设备，提高设备的完好率和利用率；遵守项目部的各项规章制度和工作、学习、生活纪律，搞好精神文明建设。按劳务合同和完成实物工程的质和量获取应得报酬；按劳务合同享有应由聘任方支付的社会福利费用；按规定享有安全防护设施、改善劳动条件的权利；依法获得必要的劳动安全防护用品。三、项目管理人员配置和岗位职责（一）项目管理人员配置项目部设项目经理、施工经理、技术负责人、施工技术员、质量检查员、安全员、资料员及其他管理人员。（二）项目管理人员职责1、项目经理：负责该工程的施工管理工作，以充分的人力、物力、财力保证整个工程达到既定质量目标。贯彻执行国家和企业颁发的保证工程质量的规定、规章制度，并检查落实情况。组织项目开展自检、互检和交接检活动，主持质量分析会。执行质量奖惩制度，按“三不放过”的原则处理事故。每月组织一次项目质量检查。2、项目技术负责人： 对承建工程的技术工作全面负责、参加图纸会审、编制施工组织设计、施工方案和技术交底。编制施工预、决算，主持施工定位放线，技术复核、隐检验收、质量评定，参与安全教育和对质量、安全事故的处理、参与对材料检查验收，签发领料单。3、施工技术员：参与图纸会审和编制施工组织设计，对各工种进行交底和现场示范交底。负责工程定位、放线，标高测量。绘制钢筋下料单和模板设计，参与隐检验收、技术复核、质量检查评定。收集整理技术资料、参与对进场材料的检查验收、负责土建、模板工、钢筋工、架子工的安全管理。4、安全员：负责工程项目全面安全管理工作，参与编制安全施工组织设计、三级安全教育并对各施工班组进行安全技术交底及班前安全活动，按照安全检查标准对施工现场进行全面安全监督检查验收并认真填写记录。参与对安全事故的处理。并负责工地安全消防保卫工作，对安全防护用品检查验收、发放和管理，记录、填写及整理安全资料。5、质量检查员：负责对各工种工程质量进行检查验收和质量评定，主持施工过程的“三检”填写和整理工程技术资料，参与对工程质量、安全事故的处理，协助施工员进行技术交底工作，对进场原材料、安全设施组织检查验收。负责机械设备、临时用电工程的安全管理工作。6、资料员：负责项目工程资料的收集整理，存档，主持进场布置、设置读报栏，收发图纸，及各种文件资料。7、班组长：负责和自工程班组的施工质量，安全管理工作，安排本班组人员的施工生产，落实技术交底和安全技术交底。组织班组施工过程中的“自检、互检、交接检” 参与对工程质量的检查评定。填写班组工程质量自检记录。对发现的质量、安全隐患组织本工种相关人员及进行排除。负责进行班前安全讲话和每周安全活动、填写班前安全讲话记录并覆行签字手续。四、项目经理和主要项目管理人员表：姓名职务岗位证号联系电话梅文华项目经理0030902318999169599孙磊施工技术负责人B110107313659988649余姚驰施工员G65070420213639900513郭玉珍安全员G650505035015299112196雷桥质检员101888113659989443席南预算员65110153813999173729李莉资料员G650845042613579491287沈义年电气班组长6500012008205913209906006王亮水暖班组长15299121600 杜先明土建班组长15276577963任洁玲模板班组长13619920258陈洪益钢筋班组长五质量控制与质量保证质量是企业的生命，是企业竞争、生存和发展的基础，我公司牢固树立“质量第一、以质取胜”的主导思想，确立“质量以优取胜，工期以快取胜，服务以诚取胜的原则”，明确“实行名牌战略，以质量求生存，以服务求信誉，走质量效益道路”的发展观。在施工中加强质量管理工作，严格执行施工规范，操作规程，质量验评标准，确保工程质量达到合同要求。（一）质量目标及分解：本工程要求达到五方验收一次性合格。为达到以上的质量目标，施工中地基与基础、屋面工程、主体工程、水暖工程四个分部要求达到优良标准，其余各分部及分项均应达到合格标准。（二）质量管理体系项目经理技术负责质量监督材料设备 预算技术员计量化验员资料技术员电气技术员水暖技术员土建施工员安全检查员测量放线员（三）质量保证措施贯彻落实公司制定的质量方针，建立企业质量体系，质量工作组织机构，工作条例、程序、控制网络，确保质量目标实现。我单位在施工全过程中各分项工程均以优良为目标进行验收，虚心听取用户意见，让用户放心满意，为此特制订如下措施：1)建立以项目经理为首，由主任工程师、专职质检员、工长、班组长参加的质量保证体系，负责工程质量的管理，工序控制，分项工程质量监督、检查和验收，严格执行总公司制定的《质量管理办法》。2)坚持把对职工的质量意识教育作为主要任务来抓，利用黑板报、班前交底等多种形式加大质量宣传力度，务必使职工在思想上重视质量，树立：“质量第一”、“用户就是上帝”的观念。3)认真编制分项工程作业设计，图纸交底，操作要求，组织设计交底，操作工艺创优交底，使施工人员掌握设计意图和图纸技术要求，操作作业要领。4)认真推进全面质量管理，开展班组之间质量竞赛，每道工序都要进行认真自检、互检、交接检，专职质检员专检的“三检”制度。质检员在施工全过程中进行跟踪检查， 各分项工程在项目部验收鉴定后方可进入下道工序施工，坚决实行质量一票否决制，每周由项目经理主持召开一次质量专题分析会，随时解决施工中存在的问题，保证施工无质量事故，每月进行质量评定评比，奖优罚劣。5)每道工序施工前，先按设计及规范要求做好“样板”，提出施工作业要领，然后照样板施工。同时对操作人员进行技术考核，对达不到样板质量标准的工人，不准上岗，施工中凡达不到样板标准的项目，坚决返工重做，实行优质优价，不合格的分项不允许存在。力求每个检验批的一般项目合格率达到90％以上，观感达到85％以上的优良标准。6)认真做好原材料、成品、半成品的检验、检查和试验，对没有合格证或无复验报告的不允许入场使用，施工现场无假冒伪劣材料，砼、砂浆的配合比现场经常检查，设专人制作和养护试块。7)做好工程资料的收集和整理工作，做好各项施工记录及原始检查记录，做到整理整齐，填写及时，记录清楚，保证工程资料与工程施工同步进行，防止工程资料的失真现象。8)“以预防为主”就是要从对质量的事后检查把关，转向对质量的事前预防，事中控制，这是确保工程质量的有效措施。（四）样板制、挂牌制 施工过程中应以样板为导向，有样板间要求的分项工程，如：抹灰，粉刷、油漆、地面、水、电、卫生洁具安装等，施工前项目负责人应严格按照质量要求组织样板间施工，经专职质检员验收合格，方可展开大面积施工。砼、砌筑工程施工完成后应进行挂牌，以明确质量责任人。样板制和挂牌制是施工过程中必须严格执行的程序。六、安全技术措施项目经理：安全技术负责人：原材料安全负责人：土建安全负责人：水电安全负责人：现场安全员：劳务层安全监督网：作业班组组长及专业队队长组成（一）、安全生产管理体（二）、安全管理保证措施：1、模板工程：本工程采用组合钢模板，对于不赶模数部分则采用少量木模做为辅助模板，支撑系统采用钢管支撑体系，并配有木方做龙骨。2、主体及装修外围护：采用单排脚手架，高密度安全网密封。A、脚手架的搭设施工方法： （1）单排脚手架用φ48×3.5钢管和扣件搭设脚手架，纵距为1.5m，步距为1.8m。脚手架搭设按两层计，10m高，立杆距墙0.9m，作业层按一层计，上铺钢挑板，并设栏杆、挡脚板，防护层铺竹夹板，外立杆里侧悬挂密目安全网。按4倍跨设置道剪刀撑,斜杆与地面的倾角在45～60度之间,龙门架四周的围护架体,满设剪刀撑,由底到顶连续设置。剪刀撑斜杆的接长采用搭接,搭接长度不小于1m,不少于2个扣件搭接。剪刀撑等在外侧整个长度、高度上连续设置。（2）脚手架搭设顺序：立杆→大横杆→小横杆→剪刀撑→脚手板→栏杆，脚手架搭设应横平竖直。（3）脚手架必须按楼层与结构拉接牢固，按二步三跨设一连墙杆固定。在井架周围连墙杆应加密设置，在上下里外排立杆之间应设侧向剪刀撑，上下层的连墙杆应相互错开，呈花排布置。（4）外挑架搭设完毕后，外侧应满挂立网，网目尺寸为1.5×1.5cm,绳径为1.5mm。（5）采取防电避雷措施：在龙门架顶部设避雷针，选用直径大于12的镀锌钢筋，高度不小于1m，并将所有脚手架最上层的大横杆与之连接做电气连接形成避雷网。（6）脚手架搭设时，应分阶段进行验收。验收合格挂牌后方可使用。（7）混凝土垂直运输时，用泵车和龙门架。设备要定期检查、维护、保养，保证安全运转。B、防护棚、外脚手架立面、四口防护 （1）外脚手架立面防护：在外脚手架的外侧用密目安全网进行立面全封闭防护。作业层设置防尘、防噪音幕布。（2）在预留洞口、通道口、楼梯口、门洞口、阳台周边、楼面周边、屋面周边、卸料台侧边等处施工按规范要求搭设防护栏杆。3、“三宝”“四口”：1）、进入施工现场区必须戴好并正确使用安全帽，扣好帽带。2）、安全网：立网要随施工层而升高，高出施工层一米以上。网之间拼接严密。平网从二层楼面设起。3）、安全带：高空作业一定要系安全带，并正确使用，不能任意拆除带上各种部件。4）、通道口搭设防护棚，棚宽大于通道口，棚顶满铺架板。5）、楼梯口：安装固定防护门或护栏，梯段每段设临时防护栏杆，顶层楼梯口随施工设正式或临时护栏。6）、预留洞口：对楼板、屋面、平台等水平向，短边尺寸等于或大于25cm并小于50cm的洞设置坚实的盖板。边长大于50cm并小于150cm的洞，将贯穿于板的钢筋构成防护网，上铺坚实遮盖物。墙竖向洞口高度等于或大于75cm，宽度大于45cm的洞设置防护栏杆等防护设施。4、临边防护：对坑边和楼层：各楼层楼梯段、平台、龙门架与建筑物两侧边都要设防护栏杆，防护栏杆上杆离地1～1.2m，下杆离地0.5～0.6m，横杆长度大于2m时，加设栏杆柱。 5、施工临时用电：1）、工地内设置配电室。采用分级配电方式，即配电室→分配电箱→开关箱→用电设备，开关箱实行一机一闸一漏一箱制。2）、供电系统：采用TN-S接零保护系统作为基本保护系统。采用分级配电方式，即配电盘→分配电箱→开关箱→用电设备，开关箱实行一机一闸制。七、技术管理保证措施（一）、技术交底１、技术交底应由项目施工负责人以书面形式向班组长进行交底。２、各分项工程均应遵守先交底后施工的原则。３、交底以后，交底人员及接受交底人都应在交底书上签字。４、施工过程中，必须严格执行技术交底的要求，违者应严肃处理和纠正。（二）技术问题的处理施工中出现的技术问题按下列原则处理：１、一般技术问题由项目部助工一级的技术人员处理，但处理后，必须向项目部主任工程师汇报。２、较重大的技术问题，由项目部技术负责人亲自处理，并向公司总工办备案。３、重大技术问题，由项目部技术负责人提出处理方案，经公司总工办审批后，方可执行。４、凡技术问题牵涉到图纸方面的，应通过设计院协商解决。 ５、技术问题处理必须以文字资料为准，处理后存入技术档案。（三）质量保证资料的管理１、必须至少设1名专职资料员，负责收集，整理全部技术资料。２、项目部技术负责人每月至少对技术资料审查2次。３、施工技术资料应随工程进度及时编写，分类归档。４、资料编写应以实测，试验数据及各种记录为依据，杜绝后补及不真实情况。５、资料表格中凡不发生的项目外，均应填写，不得漏项。６、吃透资料表格中的内容和要求，并结构现行有关规定，规范及标准认真填写。７、表格中有的资料内容，牵涉到结构性能方面的问题，应附简要计算资料，牵涉到用语言难以表达清楚的问题，应画节点大样图，正立面示意图，剖面图。（四）工程质量检验、试验1原材及试块的试验:现场设置专职计量试验员，原材检验及试块均须通过监理公司的鉴证取样及现场监督。1.1、进场的原材料、除具有出厂合格证和检验报告单外，对钢筋、水泥、砂石、油毡、沥青都应经鉴定取样后送检。1.2、钢结构及钢筋工程都应按规定抽取试件作焊接强度试验。 1.3、砼、砂浆必须按规范规定制作试块，养护到期后，进行强度试验。其中30%试块外送，具体外送试块的部位待定，与监理协商后再定。1.4、材料试验都应按规范规定的批量，抽取试件进行试验。1.5、项目部技术负责人应对主要试验资料进行审查。八施工组织设计（一）施工准备一、人员、设备动迁计划我公司为本工程所配备项目人员和设备均在乌市，一日之内即可进入施工现场。二、材料、构件、加工品等的准备（一）建筑材料准备根据施工组织设计中的施工进度计划和施工预算中的工料分析，编制工程所需材料用量计划，做好备料，供料工作。根据材料需用量计划，做好材料的申请、订货和采购工作，使计划得到落实。特别是甲供材料，将安排专人负责与甲方联系，组织甲供材料按时进场，并做好保管工作。（二）构件、加工品的准备根据施工进度计划及施工预算所提供的各种构件配件数量，做好加工翻样工作，并编制相应的需用量计划，组织构配件按计划进场，按施工平面布置图作好存放和保管工作。 三、现场准备（一）施工总体部署本工程工期紧、任务重，施工部署按照“先下后上、先土建后安装、先结构后装饰”的原则，实行平面分区，立体分层，流水施工的施工方法，按照系统工程原理，精心组织各工种、各工序的作业，对工程的施工过程、进度、资源、质量、安全、成本实行全面管理和动态控制。确保该工程的工期、质量、安全文明施工等均满足业主要求。（二）施工协调1、内部协调内部配合主要是土建与安装的配合与协调。（1）监督、检查计划和工程合同的执行情况，负责人力物力的综合平衡，促进生产活动正常进行。（2）定期召开有业主、上级职能部门、设计单位、监理单位的协调会，解决施工疑问和难点。（3）定期组织召开各专业管理人员会议，分析整个工程的进度、成本、计划、质量、安全、文明施工执行情况，调度会延伸到作业班组长，使项目领导的精神贯彻到现场每个施工员的行动中去。（4）指派专人负责，协调各专业工长的工作，组织好各分部分项工程的施工衔接，协调穿插作业，保证施工的条理化、程序化。（5）定期召开由项目经理和财务、预算及现场管理人员参加的成本分析会，优化人力、物力、财力的使用，使成本得到有效的控制。 （6）施工组织协调建立在计划和目标管理基础之上，根据施工组织设计与工程有关的经济技术文件进行，指挥调度必须准确、及时、果断。（7）安装工程的施工进展必须服从于土建工程的施工部署。（8）结构阶段的各种预留洞、预埋管、预埋铁件随土建施工同步完成。安装工程预留预埋在该层板底钢筋绑扎完毕开始插入施工，安装工程施工必须在规定时间内予以完成。（9）施工安装时，由于业主变更，需要新敲、凿及搭拆脚手架，安装完成后需做地坪或封洞修补工作。（10）由于土建和安装之间的交叉较多，土建与安装之间应加强相互之间成品保护工作。（11）水电预留、预埋管件应做好标记，牢固地固定于是附着物上，木工、钢筋工应注意对其进行保护。（12）砼浇捣过程中，震动棒不能接触预埋件，避免其产生移位，用穿线管、线盒保护预埋。（13）安装接地及预埋采用焊接但不得烧伤钢筋。（14）不得在砼成品面随意开槽打洞，应在砼浇筑前做好预埋预留。（15）土建与安装单位应遵守统一的安全施工管理制度，对于有关施工作业，安全设施的拆除，施工机具的使用等土建与安装应相互配合，相互提醒，相互警戒。确保“不伤害他人，不被他人伤害”。2、与其他单位的协调工作 为了保证施工的秩序，解决现场存在的矛盾，逐级传达和执行决策人的意图，建立以项目经理为核心的对外协调调度体系。对外协调将本着从大局出发、友好互利的原则。（三）劳动力组织根据确定的现场管理机构建立项目施工管理层，选择高素质的施工作业队伍进行该工程的施工。1、根据本工程的实际情况、工程特点和施工进度计划要求，确定各施工阶段的劳动力需用量计划，我公司将派出本公司最优秀的成建制的劳务队伍进驻现场，进场前进行入场教育，特殊工种持证上岗，入场后迅速进入工作状态，我们将保证劳动力的质量和数量不受季节的影响。具体劳动力计划见劳动力需用量计划表（见附图）。2、对工人进行必要的技术、安全、思想和法制教育。教育工人树立“质量第一、安全第一”的正确思想；遵守有关施工和安全的技术法规；遵守地方治安法规。3、生活后勤保障工作：在大批施工人员进场前，做好后勤工作的安排，为职工的衣、食、住、行、医等予以全面考虑，认真落实，以充分调动职工的生产的积极性。（四）施工现场用水现场施工、生活用水由建设单位指定水源，布设干管引入施工现场。暗埋敷设用水管线。考虑施工现场砂浆搅拌用水、养护用水、消防用水及办公、生活用水 （必须满足消防用水），选用管径为DN50的进水总管，按施工现场平面铺设埋地水管，支管管径为DN25。在施工现场设置适量干粉式灭火器。在施工期可以满足消防要求，有可保证楼层上的施工及养护用水。（五）现场临时用电及施工情况1、本工程位于乌鲁木齐地窝堡三队友谊路北侧中国物流公司外贸仓库基地内。总建筑面积为20019㎡，建筑高度：8.200m（室外地面至檐口），本工程配电箱之间的导线全部采用穿PVC管埋地暗敷设，配电线路采用橡皮电缆。为了能够合理的利用现场的条件，现场将布置卷扬机、搅拌机等大中型的设备，钢筋弯曲机、切割机、电焊机、电锯、电刨等设备。制定一定的安全用电技术措施及电气防火措施的组织计划。2、安全技术保护措施要求本施工现场临时用电组织设计时依据JGJ46—88《施工现场临时用电安全技术规范》进行的。其宗旨时用以指导一个既能够确保用电安全，预防触电事故发生，又能够兼顾施工用电方便的临时用电工程。保证本施工现场临时用电安全主要的技术原则概括起来有三点：2.1、本现场采用TN—S接地接零保护系统：TN---S接地接零保护系统是在施工用电工程中采用具有专用保护零线，（PE线）的电源中性点直接接地220/380V三相四线制低压电力系统，或称三相五线制系统。具体做法如下：电力变压器低压侧中性点直接接地，接地电阻值不大于4Ω.电力变压器低压侧共引出五条线，其中除引出三条相线外还须于变压器二次侧中性点 （N）接地处同时引出两条零线，一条叫工作零线（N线），一条叫保护零线（PE线）。其中工作零线与相线一起作为三相四线制工作线路使用，保护零线只能作电器设备接零保护使用，即只用于连接电气设备正常情况下不带电的金属外壳、基座、骨架等。两种零线不能混用，为防止无意识混用，保护零线（PE线）应采取具有绿/黄双色绝缘标志的绝缘铜线，以与工作零线和相线区别。同时，为保证接地、接零系统可靠，在整个施工现场的（PE线）上还应作不少于三处的重复接地，每处的接地电阻值不得大于10Ω。2.2、施工现场采用三级配电系统：三级配电是指施工现场从电源进线开始至用电设备中间应经过三级配电装置配送电力，由总配电箱、经分配电箱、到开关箱分三个层次逐级配送电力。开关箱作为末级配电装置，与用电设备之间必须实行“一机一箱制”，每一台用电设备必须有自己专用的控制开关箱，而每一个开关箱只能用于控制一台用电设备。不允许一箱多用的现象发生。2.3、配电箱采用二级漏电保护系统：二级漏电保护是指在整个的施工现场临时用电过程中，总配电箱中必须装设漏电开关，所有开关箱中也必须装设漏电开关。通过合理选择总配电箱和开关箱中漏电开关的额定漏电动作电流和额定动作时间值，可实现分级、分段漏电保护功能。从确保防止人身间接接触触电危害角度出发，设置于开关箱中的漏电开关，额定漏电动作电流应不大于30mA，额定动作时间应小于0.1S，潮湿场所漏电动作电流应小于15mA，额定漏电动作时间小于0.1S在建筑 施工用电工程中，采用TN---S接地、接零保护系统和漏电保护系统，可以形成一个覆盖整个施工现场防止人身触电的安全保护系统。2.4、施工临时用电平面布置要求2.4.1首先要满足现场施工准备的用电要求，总配电箱装设在接近电源，分配电箱装设在接近大容量设备和设备比较集中的地方。配电装置不能设在易燃、易爆、易腐蚀、低洼和可能积水，有水灾危险和施工可能触及的地方。配电线路要进出线方便、安全。2.4.2根据窝施工现场的具体特点，施工场地较大，施工现场内各用地场所分布较分散，采用架空线路妨碍施工安全，配电线路容易遭到损坏，所以采用配电线路地埋方式，在敷设线路上方不得搭设作业棚或堆放构件、机具、材料及其他杂物等。2.4.4本施工现场配电线路采用电缆地埋方式。2.4.5本工程临时电源进线使用附近变电所电源，距离约30米，进线采用电缆埋地方式。2.4.6配电室的标准有关要求按“新疆维吾尔自治区建设工程临时用电实施细则”执行。2.5、总配电箱设置要求配电室设置在工地现场内，外开门，并配锁。配电柜的四周及顶部设置安全围护，并做接地，配电柜内附有配电线路图及每路开关均有编号及用途标记。配电室内有灭火器及停电标志牌以备检修时悬挂。配电室由专职电工负责。总配电箱装设总隔离开关和分路 隔离开关、总熔断器和分路熔断器（总自动开关和分路自动开关）以及漏电保护器。总开关电器的额定值、动作整定值应与分路开关电器的额定值、动作整定值相适应。总配电箱装设电压表、总电流表、总电度表及其他仪表。2.6箱内配电线路的设置要求所有配电箱均在有资质的生产厂家定制，有生产许可证、产品合格证等。配电箱的制作、电线、灯具、照明、配电箱架、现场照明、宿舍照明、线路标识等依据“新疆维吾尔自治区建设工程实施细则”执行。总配电箱、分配电箱、开关箱三级开关电器的容量、漏电动作电流、动作时间与用电设备相适应。总配电柜内装设了总隔离开关（带有熔断器），总自动开关，分路漏电保护开关（具备过负荷和短路保护功能），电流互感器，总电能表、电压表、电流表以及相线排、接地排、接零排。分配电箱内装设了总隔离开关及总自动开关，分路空开、相线排、零线排、接地排。开关箱内装设了闸刀及漏电开关、相线排、零线排、接地排。所有电器装置的额定容量选择均以计算的结果配置。所有导线均压有线鼻子，外漏部分均用绝缘胶带包缠。所有配电箱内金属底板均接有2.5平方毫米黄绿双色接地线与配电箱箱体作电气连接。工作零线与PE线分开敷设。进出线都在箱底进出，进出箱的均加有护套保护，并加以固定。 移动式配电箱进出线均为电缆线，并有护口圈保护。配电箱钥匙由专职电工保管。箱内开关型号额定值详见计算及系统图，接地排及接零排、电压表及电流表均有配电箱厂按图集大样套用。配线时应规整，相序清楚，绑扎要牢固，线路过墙、板时须有保护管，配电盘内的设备完整牢固，线间接头或连接应紧密牢固，各设备上的压接导线应牢固且压满，包扎良好，自动空气开关定位应合理，各熔断器的熔体要按容量设置，对于配电线路的检查应特别注意线路的连接及设备元件完好情况。2.7、接零接地保护和防雷本施工现场接地系统采用TN-S系统，在总配电箱处和电源分箱处分别设重复接地各一组。总配电箱处接地电阻小于4Ω、分箱及所有固定电气设备及开关箱做重复接地，与电气设备连接均有可靠的保护接零，重复接地电阻不大于10Ω。所有电气设备的金属外壳与电气设备连接的金属构架均有可靠的接零或接地保护。人工接地保护装置采用∟50×50×5角钢制作，长度2.5米，间距5米，共3根，埋地深1.2米，极与极之间用─40× 40镀锌扁铁连接，焊接处刷防锈漆。零线使用多股铜线，单相制的零线截面与相线截面相同，三相四线制后工作零线，保护零线不少于相线截面1/2（电缆除外），保护零线，工作零线与保护零线应分开，不得两者合为一条线，保护零线上不准加设开关及熔断保险。不得串联，电焊机保护零线中间不得有接头，不准利用螺栓等当导体使用。零线与设备及端子板连接需牢固，不得虚接，要满环360度。无正式接线鼻子时，一定要缠绕坚实线端，并加垫压满。压点要设在明处，端板的每一个螺丝只允许压一个设备的保护零线。采用接地零线保护的单相220V电气设备，设有单独的保护零线不得利用设备自身的工作零线兼保护零线。2.8、配电箱、开关箱的设置要求施工现场内的配电系统按三级配电两级保护配备配电箱。配电箱、开关箱箱门应紧固、完整，箱上均喷红色“电”字或危险标志，并编号使用。在技术交底中，要求工人不得在箱内放置杂物，乱堆杂物，箱外均有防雨措施，搅拌机等机具均为专人专机专闸箱，使用中强调工人要把门关严，下班或停机后要拉闸。开关箱均按“一机、一开关箱”的原则配置。开关箱，总箱或分箱内须设漏电保护器，为防止越级跳闸，要求总箱内总漏断路器的漏电动作电流为300～1000MA，动作时间0.2S，分路漏电断路器，漏电动作电流为100～200MA。总箱分路设置专用漏电照明开关。末端开关箱内漏电断路器漏电动作电流为≤30MA，漏电动作时间≤0.1S。动力与照明分开设置了配电箱。现场内的分配电箱设置在用电设备相对集中的区域，分配电箱与开关箱的距离均未超过30米，开关箱与设备的水平距离也未超过3米。现场内固定式的配电箱、开关箱安装在砖砌的底座上高度统一为1.5米。搭设防雨棚，装设稳定、美观。移动配电箱均安装在0.8米高的角钢制作的底座上。配电（柜）箱门均标有编号、箱内开关有用途标准（详见平面图及系统图），（柜）箱门内贴有系统图，箱门有锁，并有专职电工负责。 所有配电（柜）箱、开关箱操作顺序：a、送电：总配电柜-分配电箱—开关箱b.停电：开关箱—分配电箱—总配电柜。配电（柜）箱的维护均由现场电工每天检查一次，箱内禁止放置杂物，并做工作记录。维修时应在维修的部分的前一级停电并挂有停电标志牌。2.9、现场配电线路的设置要求本工程现场内临时用电线路结构形式采用三相五线制，工作零线与保护接地分开设置。总配电箱与分箱至开关箱之间采用五芯电缆。进一级、二级配电箱为铠装五芯铜电缆，进三级配电箱为橡皮电缆，电缆线经以设计计算确定。施工现场的埋地电缆采用电缆直埋方式，开挖电缆槽，槽深不小于0.6M。埋设时，在电缆上、下各铺设不小于50㎜厚的细沙，并在地表面处覆盖硬质保护层。电缆的接头要设于地面以上专门的接线盒内，接线盒应能防雨、防尘。电缆穿越在建工程时，在穿越处和电缆引出地面2M高至地下0.2M深处加防护套管。（钢质或硬质工程塑料管）。施工现场电缆使用时，不能乱拉乱挂，施工场地要用瓷瓶固定整齐。过墙过道均设置保护管，其外附套须满足要求，电缆埋地时挖沟0.6M深，添埋细沙后硬物覆盖，在地上插有标志，以示警告。电缆在建筑物室内沿墙布置，墙上固定高为2.5米，电缆拴在瓷瓶上，在施工中严禁架设在脚手架及其他 非专用电杆上，严禁用金属螺线绑扎电缆，沿地、沿墙、设置线路时严禁乱认乱拽。电线连接需牢固并加绝缘材料绑扎。电线不得老化、破损。电源与各种机械连接要良好并绑扎固定，导电部分不得外漏。2.10、照明线路的设置要求本工程照明线路分为建筑照明、施工照明和警卫照明三种方式。本施工现场照明采用镝灯及碘钨灯光源，建筑照明和警卫照明采用聚氯乙烯绝缘铜芯导线穿橡皮电缆管沿墙敷设。室内灯具对地面的垂直距离为2.5米，室外灯具设置在距地大于5米处，和可燃物保持安全距离。每盏灯均设按钮开关，控制开关高度为1.3米，照明供电均设有漏电保护器。现场内的照明线路一部分暗设，一部分沿墙明设。暗设的线路做穿管保护，明设的线路安装在瓷瓶上固定。在灯具离地面高度低于2.4米场所的照明电源电压不大于36V，在潮湿和易触及带电体场所照明电源电压不得大于24V。照明变压器必须使用双绕组型，严禁使用自耦变压器。灯具。电器的相线必须经开关控制，不得将相线直接引入灯具。对于在夜间影响车辆通行的在建工程或机械设备，必须安装设置醒目的红色信号灯。严禁将插座与搬把开关靠近装设，严禁再装设开关。插座管线应沿地面敷设，距地30厘米采用穿明管敷设，插座采用明插座。2.11漏电保护装置的设置漏电保护器应设置在配电箱电源隔离开关的负荷侧和开关箱电源隔离开关的负荷侧。 漏电保护器的选择应符合要求，施工现场内使用的手持电动工具均有合格证，漏电开关的额定漏电动作电流不得大于30MA，动作时间不得大于0.1S。凡现场内移动式电动机具类似无齿具、手砂轮、有齿具、平刨、电锯、蛤蟆夯、台钻、木工机具都应有漏电保护装置控制防止漏电。漏电保护装置应定期检验，保持工作灵敏，性能可靠。2.12配电人员安全用电要求（1）掌握安全用电基本知识和所有设备的性能。（2）使用设备前必须检查电气装置和保护设施是否完好。（3）停用的设备必须拉闸、断电，锁好开关箱。（4）负责保护所有设备的负荷线，专用保护PE线或PE线和开关箱，发现问题及时报告解决。（5）搬迁或移动用电设备，必须经电工切断电源并作妥善处理以后进行。3、施工用电机具目录（附表1）国际仓管库及交易配送中心编号设备名称设备型号及铭牌数据设备数量设备容量（KW）1搅拌机7.5W380VcosФ=0.8227.5×2=152电焊机21KVAJC=65%cosФ=0.87214.7×2=29.433KW380VcosФ=0.8313 钢筋切断机4钢筋弯曲机2.2KW380VcosФ=0.8212.25木工电锯2.8KW380VcosФ=0.8812.86木工电刨2.2KW12.27平板震动器2.2KW380VcosФ=0.8522.2×2=4.48振动棒1.5KW380VcosФ=0.8581.5×8=129卷扬机7.5KW37.5×2=22.510砂轮切割机2.2KW22.2×2=4.411打夯机3KW1312镝灯3.5KW13.513照明20KW20合计124.44、夜间照明安全措施4.1夜间照明线路由专业电工进行敷设4.2在坑洞周围均设置警示灯，并有专人巡回检查。4.3夜间使用的移动照明，由专业电工进行操作。 （4）夜间由专业电工负责照明安装检查工作5、电气灭火措施5.1施工现场配备了干粉灭火器5.2施工现场成立了有项目经理为首的处理小组，在有火灾发生时，各负其责进行处理。5.2.1项目经理负责全局协调工作5.2.2施工员负责组织人员疏散5.2.3安全员负责组织人面灭火5.2.4电工负责中断现场电路供电5.3施工现场内严禁使用电炉，使用碘钨灯时，应与易燃物间距大于30厘米，室内禁止使用功率超过100W的灯泡。5.4配电箱内严禁存放易燃物品，并派专人定期清扫。5.5施工现场的导线敷设，灯具的安装，导线与设备的连接均符合要求。6.安全保护体系相关人员的工作职责施工现场建立了以项目经理为首，技术负责人、安全员、现场电工为辅的临时用电安全保护体系。项目经理主要负责现场临时用电及设备的全局分配、协调工作，技术负责人负责现场临时用电安全技术档案的建立及临时用电相关的资料收集、整理工作，安全员负责检查现场用电情况及汇编临时用电资料工作，现场电工负责现场所有用电设备的维修及保护工作，并做好《电工维修工作记录》。（六）施工生产辅助设施 1、钢筋成品堆放场：本工程钢筋加工和制作均在现场设置的钢筋加工场进行，加工好的成品钢筋在钢筋堆放场地按类别堆放并标识。2、周转材料堆放处用于堆放本工程施工所用的钢模板、钢架杆、木材及其他周转材料。3、综合仓库主要储存各种小五金、生活、办公用品、劳保用品及设备配件和装饰材料等。4、现场施工道路施工期间对利用的道路派专人打扫卫生，经常洒水，保证道路整洁、卫生。四、技术准备（一）图纸的熟悉和审查1、施工图纸是否万震和齐全，施工图纸是否符合国家有关工程设计和施工的规范、标准。2、施工图纸与其说明书上是否一致，施工图纸及其各组成部分间有无矛盾和错误。3、建筑图与其相关结构图，在尺寸、坐标、标高和说明方面是否一致，技术要求是否明确。 4、熟悉工程项目的施工工艺流程和技术要求，掌握配套施工的先后次序和相互关系，审查设备安装图纸与其相配套的土建图纸，在坐标和标高尺寸上是否一致，土建施工时的质量标准能否满足安装的工艺要求。5、基础设计或地基处理方案同工程地点的水文地质条件是否一致，弄清建筑物与地下构筑物、管线间的相互关系。6、掌握拟建工程的建筑和结构的形式及特点，需要采取哪些新技术，复核主要承重结构或构件的强度、刚度和稳定性能否满足施工要求。对于工程复杂、施工难度大和技术要求高的分部（项）工程，要审查现有施工技术和管理水平能否满足工程质量和工期要求，建筑设备及加工订货有何特殊要求等。7、熟悉和审查施工图纸，主要是为编制施工组织设计提供各项依据，通常按图纸自审、会审和现场签证等三个阶段进行。图纸自审由施工单位主持，并写出图纸自审记录。图纸会审由建设单位主持，设计、监理和施工单位共同参加，形成“图纸会审纪要”，由建设单位正式行文，共同会签并盖公章，作为指导施工和工程结算的依据。图纸现场签证是在工程施工中，遵循技术核定和设计变更签证制度，对所发现的问题进行现场签证，作为指导施工，竣工验收和结算的依据。（二）原始资料调查分析1、自然条件调查分析包括建设地区的气象，建设场地的地形、工程地质和水文地质、施工现场地上和地下障碍状况、周围建筑物的坚固程度等项调查，为编制施工现场的“三通一平” 计划提供依据，如地上建筑物的拆除、高压输电线的搬迁、地下构筑物的拆除和各种管线的搬迁等项工作。2、技术经济条件分析包括生产企业、地方资源、交通运输、水电及其他能源、主要设备、材料和特种物资，以及生产能力等项调查。3、各种物质资源和技术条件的调查对各种物质资源的生产和供应情况、价格、品种等进行详细调查，以便及早进行供需联系，落实供需要求由于施工用水、用电量均对施工影响较大，用电的起动电流大，负荷变化多，移动式、手动式用电机具多，因此，对水源、电源等的供应情况应做具体落实，包括给水的水源、水量、压力、接管地点；供电的能力、线路距离等。（三）编制施工图预算和施工预算由预算部门根据施工图、预算定额、施工组织设计、施工定额等文件，编著施工图预算和施工预算，以便为施工作业计划的编制、施工任务单和限额领料单的签发提供依据。（四）编制施工组织设计根据工程规模、结构特点和建设单位要求，编制指导该工程施工全过程的施工组织设计。（五）与设计、监理之间的协调配合 1、图纸时进行施工的依据，施工单位的任务就是按图纸的要求，高速优质地完成施工项目。经过图纸审查，在掌握和熟悉图纸的内容和要求的前提下，解决各工种间的矛盾和协作，发现并更正图纸中的差错和遗漏，提出不便于施工的设计内容并进行洽商和更正。在我方掌握工程的基本情况后，分工种详细核对各工种详图，核查有关错、碰、漏等问题，并对有关影响建筑物安全、使用、经济等问题，会同设计单位进行图纸会审。对各专业间核对图纸是否相符、有无矛盾，以及消除差错、协商配合施工等均起到至关重要的作用。2、在配合工程监理方面，我施工方应做到：（1）工程开工前必须经监理工程师签发开工报告，开工前和施工过程中的图纸会审工作邀请监理工程师参加，让监理方及时了解工程变更等事宜。（2）工程所用材料必须向监理工程师提出包含有下列内容的申报书。①产品生产厂的简介。②产品的性能、标志及包装。③产品的质量标准和施工工艺。④实验的结果及评价，经监理工程师参予实验并审查批准后方可实施，并对相关见证取样记录签证认可。（3）施工中每道隐蔽工程进入下道工序前，应及时与监理方联系进行现场检查，并对隐蔽资料签证认可。（4）工地经常性会议应定期（每周一次）召开，届时由监理工程师主持，检查上次会议的有关问题的处理，落实情况，对现有工程中一般性问题进行讨论并作出决定，并对下一步工作提出要求和意见。（三）施工平面布置 一、现场条件说明（一）现场条件、地理位置：本工程位于乌鲁木齐地窝堡三队友谊路北侧中国物流公司外贸仓库基地内。地基土质复杂。地下水位较深，在地下20m以下，不考虑地下水的侵蚀性。（二）现场施工条件1、道路、水源、电源条件（1）施工道路：施工场地附近道路畅通，对外交通运输十分便利。根据现场勘查行驶线路，完全能满足施工运输的要求。（2）施工用电：电源由建设单位指定处电源引入现场设置的配电室。（3）通讯设施：场内通讯公共设施完备，可通过电信部门批准，接线即可使用。2、办公和生活条件现场设办公区，设有办公室包括（施工单位办公室、监理办公室和建设单位办公室）、警卫室、配电室、库房、水冲厕所等临时设施。二、设计说明及依据（一）施工现场整体布置根据该工程用地总平面图和现场勘查情况，采用围挡对拟建场区进行封闭，在拟建场区一侧设置现场大门，在大门旁边设一个警卫室。在拟建场区一侧布置办公区，建轻钢结构临舍。生活区布置在业主指定的区域内。 （二）临时设施布置1、钢筋、周转材料、水泥库、砂石料、机械设备停放场地布置在拟建场区一侧靠围墙处布置成品钢筋堆放场地，在一侧布置机械设备停放场地，在靠围墙处空地布置水泥库和砂石料堆和周转材料。2、根据防火要求和文明施工标准，采用彩钢板进行四面围护，将施工区与场区分隔开，以保证场区安全。（三）机械设备布置1、为保证建筑物施工期间垂直方向材料运输，配备20吨吊车一辆。2、基础开挖施工配置挖掘机、铲车等布置在机械设备停放场地内。（四）现场施工用水、电和临时道路施工用水计算：施工用水量包括生产用水量、施工机械用水量、现场布置d=50的管材来满足施工生产需求。施工用电设计：三相五线制，三级配电，二级保护。施工道路：土建施工道路应考虑施工机械开挖土方和运输问题，沿拟建筑物两侧布置施工道路。材料堆放：根据施工进度计划分期分批进材料，尽量少占地方，多次周转利用。（五）编制依据依据工程施工招标文件。 依据实地现场勘查结果。依据国家和自治区基本建设程序的有关规定。依据我公司以往施工同类工程施工经验。（三）资源需用量计划一、劳动力需用量计划表工种按工程施工阶段投入劳动力情况地基与基础阶段主体阶段装修阶段钢筋工5030/模板工5025/混凝土工151510普工101010瓦工252525安装151515抹灰工252525防水工/1010油漆涂料工51222水暖工101010电气888吊装工666架子工101010机械工101010 二、施工设备机具使用计划序号机械、设备名称型号规格数量产地制造年份额定功率生产能力1电焊机AX3-3006国产2008年10kvA2钢筋弯曲机GW6-401国产200833钢筋切断机QJ401国产2008年4切割机1国产2009年35插入式振动器20国产2009年1.16平板式振动器4国产2008年37振动打夯机2国产2008年38木工电锯MJ1042国产2008年9木工电刨MIB2-802国产2008年10套丝切管机TQ-32国产2008年11弯管机2国产2008年12挖掘机1美国2008年1.2m313自卸汽车10国产2008年10t14轻型自卸汽车4国产2008年8t15吊车20t1国产2008年16 三、测量、检试验设备计划表编号机械名称型号及规格数量单位制造地址检修情况1全站仪PENTEN1台中国完好2经纬仪蔡斯010B2台中国完好3水准仪DZS3-12台中国完好4水泥净浆搅拌机SJ-1603台中国完好5砂浆试模70×70×7010套中国完好6磅秤500型2台中国完好7坡度检测尺2m2根中国完好 （四）施工方案和技术措施一、关键部位施工（一）土建基础施工施工顺序机械开挖→基槽清理→验槽处理→基础施工2、土方开挖采用挖掘机开挖，大型自卸车配合外运土方。3、基槽清理后请监理单位、设计及勘测单位共同验槽。（二）水平及垂直运输1、水平运输大宗材料、土产材料采用汽车运至现场，商品砼采用搅拌运输车由搅拌站运至施工现场，场内砼由砼输送泵输送，其他零星小件用手推车运输。2、垂直运输采用砼输送泵将砼运至各施工作业面处。门面房前侧设三台12米龙门架，以保证建筑材料、室内装修材料、屋面工程的垂直运势。（三）钢筋砼结构工程施工1、模板工程基础筏板、地下室柱及挡土墙、梁均用组合钢模板，钢管扣件支撑加固，每层结构板采用钢模结合大板支模。 2、钢筋工程钢筋工程采用现场集中机械配合人工加工，由吊运至各工作面。现场设钢筋弯曲机、钢筋切断机、钢筋连接设备。梁、板筋Ф20mm以下采用焊接，柱主筋Φ20钢筋采用套筒丝接。3、砼工程（1）砼原材料①水泥的标号必须符合设计要求，安定性必须符合现行国家技术标准的规定。②严格控制粗、细骨料的含泥量和含水率，如其含泥量超出标准规定值时，应进行冲洗。③外加剂和掺合料必须经过试验，符合要求方可使用，掺量必须严格按照产品技术说明书的规定或试验配合比的规定。外加剂应事先配制成一定浓度的溶液，在砼拌合物搅拌时均匀投入，严禁干粉投料。（2）砼配制与搅拌砼在商品砼搅拌站搅拌时粗细骨料由电子秤计量，砼搅拌时必须符合要求。（3）砼运输垂直运输和水平运输均利用砼输送泵。（4）砼浇筑为保证砼的整体性和连续性，主体施工采用泵送砼，除按规范要求留置是施工缝外，全部采用连续作业施工，浇筑路线沿长边方向，从短边开始浇筑。（5）砼养护 砼浇筑完毕，应在砼终凝后、硬化前12h以内，对外露表面加以覆盖保护，浇水养护。（四）设备安装工程基础结构施工时设专人配合预埋铁件、预留孔洞，管道穿结构处应设钢套管。二、分项工程施工方案（一）建筑物施工方案1、测量定位放线及轴线标高控制方案（1）原地面轴线定位放线方案根据建设单位提供的建筑用地红线图、水准点及座标控制点确定本工程各建筑物的位置，测定矩形平面测量控制网，利用已知点引设测量控制线，再用经纬仪引测建筑物的控制轴线，定设各主轴线的控制点，设置永久性±0.00标高标志。根据基础图和开挖深度，确定基坑开挖线并撒好灰线，轴线控制点埋设在基坑开挖线以外的位置。所有轴线控制桩均设置在建筑物四周易于保存的位置，并加以固定保护，同时经常校核，防止意外破坏。（2）基础定位放线基坑施工完后，浇筑基础砼垫层，然后在垫层上测定基础边线。根据基坑外的轴线控制桩，用经纬仪向基础垫层上投测主轴线，经闭合校核后，再详细放出细部轴线。作为基础施工控制的依据。根据基础图以各主轴线为准，用墨线弹出基础施工中所需要的中线、边界线、墙宽线、柱位线等。 （3）标高引测和竖向传递根据建设单位或设计给定的水准点，在整个场地内统一测设控制水准点或±0.00水平线，以保证整个场区内各项工程标高的统一性。基坑和基础施工过程中将标高线引测在基础上，并做统一标记。±0.00以上的标高传递时，用水准仪将统一的±0.00标高引测并标示首层结构边柱上，施工中竖向传递时用钢尺沿竖直方向向上量至施工处，并画出50㎝水平控制线。2、基坑开挖（1）基坑采用机械开挖方案，由一台卡特挖掘机配备十辆大型自卸翻斗车进行土方施工。（2）施工机械进入现场后，将场地清理平整，设临时排水设施。挖方时根据土的物理力学性能、深度、地下水位等因素及规范要求，进行放坡。（3）土方开挖A—B轴二层门面房基础为筏板基础，土方为大开挖。C—E轴库房为独立基础，土方为独立开挖。①施工工艺确定开挖顺序→放线（沿灰线开挖土方）→开挖土方→修整边坡→清理基底②基坑开挖时采用挖掘机一次开挖至基底，基底留300㎜厚土方由人工清挖。为加快施工进度，根据土质、现场出土等条件合理安排挖掘机开挖顺序和自卸汽车配合运输的线路，展开工作面。 ③土方开挖过程中由专业技术员现场值班，经常测量和校核其平面位置、标高和边坡坡度、平面控制桩和水准点，控制好基底标高、轴线位置及车辆运输事务处理。④基坑必须牢固、可靠、并经常检查，如有松动、变形现象，及时加固，确保安全施工。⑤人工清挖基底土方时，合理组织劳力，清挖的土方及时清出基坑底边上，由挖掘机配合运出基坑，保证基础坐在未经扰动的地基土层上。3、基础施工（1）砼垫层施工①施工准备水泥：宜用42.5#硅酸盐水泥、普通硅酸盐水泥和矿渣硅酸盐水泥。砂：中砂或粗砂，含泥量不大于5%。石子：卵石或碎石，粒径为0.5～3.2㎜，含泥量不大于2%。尖铁锹、平铁锹、平板振捣器、溜管、刮杠、木抹子、胶皮水管、铁錾子、钢丝刷。②操作工艺工艺流程：基层处理→找标高、弹水平控制线→混凝土运输→铺设混凝土→振捣→找平→养护。基层处理：将基底土层表面用扫把扫净。 找标高弹水平控制线：根据基坑上的+50㎝水平标高线，往下量测出垫层标高。混凝土施工：本工程采用商品砼施工。铺设混凝土：为了控制垫层的平整度，可在基底土中打入小木桩（30㎜×30㎜×200㎜），拉水平标高线在木桩上做垫层上平的标记（间距2m左右）。铺设混凝土前洒水湿润，然后从一端开始铺设，退着操作。振捣：用铁锹铺混凝土，厚度略高于找平堆，随即用平板振捣器振捣。做到不漏振，确保混凝土密实。找平：混凝土振捣密实后，以水平标高线及找平堆为准检查平整度，高的铲掉，凹处补平。用水平木刮杆刮平，表面再用木抹子搓平。养护：已浇筑完的混凝土层，应在12h左右覆盖和浇水，一般养护不得少于7d。③质量标准保证项目混凝土所用的水泥、水、骨料、外加剂等必须符合施工规范和有关的规定。混凝土的配合比、原材料计量、搅拌、养护和施工缝处理等必须符合施工规范的规定。评定混凝土强度的试块，必须按《混凝土强度检验评定标准》的规定取样、制作、养护和试验，其强度必须符合施工规范的规定。④成品保护在已浇筑的垫层混凝土强度达到12Mp a以后，才可允许人员在其上走动和进行其他工序。⑤应注意的质量问题混凝土不密实：主要由于漏振和振捣不密实，或配合比不准及操作不当而造成。基底未洒水太干燥或垫层过薄，也会造成不密实。表面不平，标高不准：操作时未认真找平。铺混凝土时必须根据所拉水平线掌握混凝土铺设厚度，振捣后再次拉水平线检查平整度，去高填平后，用木刮杆以水平堆（或小木桩）为标准进行刮平。不规则裂缝：垫层面积过大、未分段分仓进行浇筑等因素，都能导致裂缝产生。（2）基础找平层施工（防水层下部）①基底垫层砼施工完后，待砼达到规定强度后，在其上做20㎜厚1：3水泥砂浆找平层。②砂浆找平层铺设前，应将垫层上的垃圾、泥土等杂物清除干净，并洒水湿润。③砂浆找平层铺设，表面应随铺随用木抹子收原浆抹平，用铁抹子收光。砂浆找平层压光次数不少于2遍，大面平整表面光洁，不得有起砂，空鼓的现象。④砂浆找平层未达到规定强度时，严禁在其上作业。（3）基础防水层施工①基础找平层达到一定强度并其表面干燥后，清扫干净由专业防水作业班组在其上做1.2+1.2三元乙丙丁基橡胶防水层。②根据专 用粘接剂的使用说明书提供的掺配比例配制，专人负责，严格计量，搅拌均匀。③拌和好的粘接剂在静停5min后再搅拌方可使用，粘接剂必须随拌随用，拌和好的粘接剂应保证在1h内用完。④铺设防水层应按照总方向均匀粘贴防水材料，铺设过程中不得有空鼓，卷折现象。⑤防水层铺设上层应与下层铺贴缝错开，错缝应是防水材料宽度的1/3。卷材橡胶铺设的搭接长度，长边不应少于70㎜、短边不应少于100㎜。（4）基础保护层施工（防水层上部）防水层铺设完后，及时通知甲方及监理现场检查，并在隐蔽工程资料上签字认可。再进行防水层上部50㎜厚细石砼保护层施工。保护层采用商品砼，宜连续浇筑完成，表面应随打随用木抹子收原浆抹平，要求大面平整。（五）基础筏板施工门面房地下室及基础的施工，按顺边长方向分为三个施工段，进行流水作业。地下室及筏板、挡土墙、柱及以上各层梁、板、柱按纵方向划分三个施工段，即1—14轴为1施工段，15—28轴为2施工段，29—44轴为3施工段。地下室基础筏板施工时应按施工段进行。施工时应先立内模板，绑扎钢筋，再立外模，内外模采用钢管扣件 进行紧固。砼浇筑时先中部后两端进行，避免出现冷缝。砼振捣时保证足够的振动时间，地下室结构自防水钢筋砼底板表面再砼初凝前应压抹光，从而保证砼良好的强度，抗裂性及内实外光。（1）地下室构筑物钢筋绑扎①地下室自防水钢筋砼底板应与地下室挡墙及独立基础搭接后同时进行绑扎。②挡墙钢筋绑扎，利用固定挡墙钢筋的架子，在架子钢筋上用粉笔划分出挡墙竖向钢筋的间距，讲竖向钢筋绑扎上。在竖向钢筋上用粉笔划分出水平钢筋的间距及位置。③先绑扎最上面和最下面的各一根水平钢筋，以保证竖向钢筋的位置、间距正确。④柱钢筋插筋至筏板底，与筏板钢筋绑扎，钢筋绑扎经校正后，采用钢架杆将柱插筋固定牢靠，底部钢筋网片应用与砼保护层同厚度的水泥砂浆垫塞，绑扎时在暗柱处和靠近框架柱处必须逐点绑扎。⑤绑扎完竖向钢筋和水平钢筋后，竖向钢筋选择两处（两柱之间）挂线垂吊直，水平钢筋拉通线进行调整，保证挡墙钢筋网片的平整度和垂直度，为下道工序施工创造条件。（2）模板工程钢筋砼挡墙和柱采用组合钢模板，局部采用定型木模。对于模板工程根据该工程结构的设计以及模板规格、结构，绘制出配模图在施工作业面指导操作。①施工工艺：定位放线→拼装模板→立模定位→校正、加固→检查、验收。②地下室挡墙模板施工 挡墙采用组合钢模板加DN48钢管、对拉片的支模方式。首先是错缝拼装模板，模板预先刷好脱模剂。安装时模板面对准墙边线，边安装边插入对拉片，加临时支撑。挡墙模板安装时用斜撑调整垂直，边调整边用靠尺或垂球检查，直至挡墙模板合格。（3）砼施工商品砼在运输过程中，应保持其匀质性，不分层、不离淅、不漏浆，运至灌注地点时应具有规定的塌落度。运输过程中不漏浆，砼才能保持水灰比不变。如发现离淅产生，应在值班技术员的指导下，进行二次拌合，确保砼浇筑质量。（4）地下室自防水钢筋砼片筏底板施工要点底板垫层以下土方施工完后施工垫层砼，然后在垫层面上做20厚1：3水泥砂浆找平层，找平层上防水层，防水材料采用1.2＋1.2三元乙丙丁基橡胶。防水层上再做50厚细石砼保护层。在保护层表面确定底板中心、挡墙轴线、独立基础中心，根据设计尺寸进行放线，弹出底板的边线，挡墙的边线以及独立基础的边线，画出钢筋位置线，按照所弹线绑扎底板、独立基础钢筋，安装底板外围模板。绑扎钢筋时，认真检查钢筋的直径、间距、位置、搭接长度、上下层钢筋均用骑马凳加以固定.（马凳使用Ф14钢筋横纵方向每米设一个）。使钢筋在砼浇筑过程中不发生位移。底板砼按照施工段浇筑，在一个施工段中应连续浇筑，不留施工缝，施工间隙时间不得超出砼的初凝时间。砼浇筑后在强度未达到1.2N/㎜2 时不得在底板上搭设脚手架、安装模板和搬运工具，并严格做好砼的养护工作。（5）挡墙的施工要点挡墙砼浇筑前，先将施工缝处的砼表面凿毛，清除浮粒和杂物，用水冲洗干净，保持砼湿润。挡墙砼浇筑时应在一个施工段中连续施工，一次浇筑完毕，不留施工缝。挡墙浇筑时，保证砼合理的下料高度，保证砼不发生离淅现象，从而保证砼的浇筑质量。挡墙砼凝固后应立即进行养护，并充分保持湿润，养护时间不得少于14昼夜。（6）独立柱基础的施工要点在按控制测量确定的柱基础定位的同时，控制与相邻主要设备基础的相对位置，采用定位模板和混凝土浇筑前、中、后复测校正的措施保证螺栓及螺栓预留孔的位置与标高。本工程中柱筋Ф16——Ф25均采用丝接连接，连接应设计规范要求。4、钢筋工程施工为保证钢筋工程的快速、准确、顺利地施工，我们使用专业钢筋施工班组负责钢筋工作，运至作业面进行绑扎和连接。钢筋绑扎顺序：先柱、墙，后梁、板，钢筋绑扎搭接长度应符合规范要求。①柱钢筋绑扎柱主筋连接完毕后，经检查符合要求，即可进行柱箍筋的绑扎。先在柱主筋上用粉笔按照设计要求的箍筋加密区和非加密区划分处箍筋的间距位置。 套入箍筋，包括柱外箍筋、内箍筋，此时要注意箍筋的开口位置，矩形柱开口处对角设置。绑扎时，必须将柱主筋的位置调匀，箍筋绑扎要呈水平，不能一头高，一头低。①梁钢筋绑扎梁钢筋绑扎时先铺梁底部筋（特别注意当梁底部筋是双层或三层时）再配梁上部筋。绑梁筋时，应按图示的规格、型号先绑主梁钢筋。梁的主筋应放在柱子主筋的内侧。检查梁主筋数量、长度、锚固长度符合规范和设计要求后，套入箍筋。套箍筋时，简支梁箍筋开口向上并相互错开，悬挑梁箍筋开口向下并相互错开。梁的主筋穿好箍筋放在梁底模上，按分好的间距先绑两端和中间的箍筋各2～3根，然后穿上负筋绑主梁的骨架。在梁、柱接头处也必须按照设计要求的间距绑扎，不能因为不好施工而随意减少箍筋的数量。梁在柱子两侧箍筋应加密，在柱子部位的梁的箍筋不绑，第一个箍筋应距柱子外皮和梁端5㎝.主梁钢筋绑完再绑次梁钢筋，具体措施与主梁相同。一般情况下，次梁主筋应放在主梁的主筋之上。主梁在次梁的作用出，箍筋应贯通布置，现浇主梁与次梁，构造柱交接处或梁下部挂有集中荷载处按以下原则设置附加箍筋或吊筋：当左右次梁跨度之和的1/2梁长L≤ 3m时设8根箍筋（直径同梁箍筋）当左右次梁跨度之和的1/2梁长3m≤L≤6m时设8根箍筋（直径同梁箍筋）并设2Ф18吊筋。当左右次梁跨度之和的1/2梁长L≥6m时设8根箍筋（直径同梁箍筋）并设2Ф25吊筋。主次梁高度相同时，次梁的下部纵向钢筋应置于主梁下部纵向钢筋之上。挑梁端部梁底纵筋及抗扭纵筋在挑梁端部水平弯折15d。①板的钢筋绑扎支完顶板模板后，在模板上分好钢筋的间距，按间距布置钢筋。双向受力的板的钢筋，短向钢筋在下边，长向钢筋在上边，受力钢筋伸入支座（梁内）的长度应与梁同宽。板的纵横钢筋绑扎时，板边钢筋应绑扎严密，板中部的十字交叉可隔一个绑一个。钢筋的绑扎搭接要求：受拉钢筋的绑扎搭接时，其搭接长度应符合设计要求及规范的规定，钢筋搭接时，不能在同一断面内搭接，其搭接位置应相互错开，错开位置的净距应大于或等于1.3L（L为搭接长度）。在同一断面搭接时，受拉区不能超过25%，受压区不能超过50%，柱子筋搭接时，柱子主筋在4根以内时，可以在同一个断面搭接，主筋超过4根时应错开搭接。一级钢筋的搭接处端头也应做180º弯钩。5、模板工程施工 ①柱模板安装先将柱第一段四面模板就位组拼好，校正调整好对角线，要求模板竖直，位置正确，并用柱箍固定。然后以第一段模板为基准，用同样方法组拼地二段模板，直到柱全高。各段组拼时其水平接头和竖向接头要同时用U型卡正反交替连接。在安装到一定高度时，要进行支撑或拉结，以防倾倒。并用支撑或拉杆上的调节螺栓校正模板的垂直度。柱模板全部安装后，进行一次全面检查，合格后与相邻四周支架临时拉结固定。柱模与梁模连接处处理：保证柱模的长度符合模数，不符合部分放到节点部位处理，以梁底标高为准，由下往上配模，不合模数部分放到柱根部位处理柱模板安装注意事项：支设的柱模，其标高、位置要准确，支设应牢固高度在4m和4m以上时，一般应四面支撑。当柱超过6m时，不宜单根柱支撑，宜几根住同时支撑连面结构。主模根部要用水泥砂浆堵严，防止跑浆。柱模的浇筑扣和清扫口，在配模时应一并考虑留出。梁柱模板分两次支设时，在柱子砼浇筑达到拆模强度，最上一段柱模先保留不拆，以便于与梁模板连接。柱伸缩缝按下图处理。 梁模板安装在复核梁底标高、校正轴线位置无误后，搭设和调平梁模支架，固定钢楞或梁卡具，再在横楞上铺放梁底板，并用钩头螺栓与钢楞固定，拼接角对拉片。梁跨度≥4m时，模板按跨度的0.2%起拱，悬臂梁按悬臂长度的0.4%起拱，起拱高度不小于20㎜。凡≥500㎜的门窗洞口均设置钢筋砼过梁。挡土墙支模：挡土墙采用木模板支模：首先放线，放出墙的边线及控制线，并先搭设墙的支撑构架，根据模板拼装设计。从基点开始第一块模板拼接第一层，同时注意要使穿孔的模板位置对称，以使穿墙螺栓与墙模保持垂直，拼装一部分使用临时支撑撑住，然后继续拼接，待拼装完成后即可开始安装各种连接件、支撑件。模板两侧以2根48×3.5钢管作连杆增强刚度承担混凝土的侧压力，确保不炸模，两片模板之间应根据墙的厚度用钢管或硬塑料撑头，以保证墙体厚度一致。第一排内横楞间距地300，然后间距为600。墙模板采用对拉螺杆。对拉螺杆为(φ12-φ16mm）拉紧,水平间距为距地200，然后间距为600，竖向间距为600。墙中心位置螺杆上设置止水环。此为基本要求，支模时所要求各项部件间距不能大于上述各要求数值。采用四道斜撑与墙体竖钢楞连接，斜撑角度适当。（如图示） 梁模安装注意事项：梁口与柱头模板的连接采用角模拼接或用方木、木条镶拼。起拱应在侧模内外钢楞连接前进行，起拱后再连接侧模钢楞，紧固对拉片，调整梁模口平直，扣上梁口卡。模板支柱纵横方向的水平拉杆、剪力撑等，均应按设计要求布置。当设计无规定时，支柱间距一般不宜大于2m，纵横方向的垂直支撑的间距不宜大于6m。采用扣件钢管脚手架作支撑时，扣件要拧紧，横杆的步距要按设计要求设置。①板模板安装支模前复核板底标高、轴线、板的长宽尺寸无误后，搭设板模支架，支架上连接固定模板楞（100×50㎜方木）。 采用钢管脚手架作支撑，在支柱高度方向每隔1.2～1.3m设一道双向水平拉杆。支撑与地面接触处应夯实，并垫通长垫木，防止下沉。在横楞上铺放竹胶合大模板，调整板面平整，与梁柱边角相交处用30㎜厚木板拼接缝隙并连接牢固。竹胶合木板经校正后用手电钻在距大板边缘25㎜处打孔，间距为500㎜，再用40×4圆钉固定在方楞上，板与板，板与梁、柱缝隙处用50㎜宽胶带粘贴，以防漏浆。模板全部支撑、加固、校正完毕后，就可以在表面刷脱模剂，弹线绑扎平板钢筋。、模板的拆除：（1）制定拆模顺序。模板拆除的顺序应按照配板设计的规定进行，遵循先支后拆，先拆非承重部位后拆承重部位以及自上而下的顺序，拆模时杜绝大锤和撬棍硬砸硬撬。（2）满足强度要求，工人拆模板时应经工长批准，工长必须根据同条件试块掌握砼的强度，下面附拆除模板时砼所必须达到的强度。（3）模板拆除，除了侧模应保证砼表面及棱角不受损坏时，方可拆除外，拆模应按《砼结构工程施工及验收规范》的有关规定执行。（4）拆模时在拆模区域设置警戒线，设专人警戒。直到模板拆除完毕，并将模板、配件、支架运走，经检查无安全隐患时方可撤警。（5）拆模时一次性拆除干净，禁止一时难拆模板保留，尤其是悬空模板一定要拆除干净。6、砼施工 本工程主体施工中砼采用上平砼，由汽车泵将砼运输至各施工作业面。砼在拌制时采用具有合格资质实验室处的配合比配料，严格控制砼级配及水灰比，做好砼原材料的计量，保证砼质量。在运输过程中，应保持其均匀性质，不分层、不离淅、不漏浆运至灌溉地点时，应具有规定的塌落度，运输过程中不漏浆，砼才能保持水灰比不变。（1）砼浇筑①砼浇筑时，应重点控制浇筑的自由下落高度、位置等环节。②砼下落的自由倾落高度不应超过2m，如超过2m时必须采取措施（如加串筒）。③浇筑砼时按施工段进行，每层浇筑高度应根据结构特点，钢筋疏密决定，一般分层高度为振捣器作用部分长度的1.25倍，最大不超过500㎜（2）砼振捣砼浇筑入模成型后，应严格捣实，才能保证砼的密实性及设计的结构形体和几何尺寸。振捣可分为三个阶段：初期下沉、排除气泡、稳定期。①使用插入式振捣快插慢拔，插点要均匀排列，每层浇筑高度应根据顺序进行，不得遗漏，做到均匀震实，移动间距不大于振捣棒作用半径的1.5倍（一般为300～400㎜）。振捣上一层时应插入下层不下于50㎜，以消除两层间的接缝，表面振动器（或称平板振动器）的移动间距。应能保证振动器的平板覆盖已振实部分边缘。②浇筑砼时应连续进行，如必须间歇，其间歇时间应尽量缩短，并应在前层砼凝结之前，将次层砼浇筑完毕。间歇的最长时间应按所用水泥品种及砼凝结条件确定，如果超过水泥凝结时间，应按施工缝处理。③ 浇筑砼时应经常观察模板、钢筋、预留孔洞、预埋件和插筋等有无移动、变形或堵塞情况，发现问题应立即停止浇灌，并应在已浇筑的砼凝结前修整完好。④柱砼浇筑A．浇筑砼时应先填以前50～100㎜厚与砼配合比相同石子用量减半的砼，柱砼应分层振捣，使用插入式振捣器振捣时每层厚度不大于500㎜，振动棒不得触动钢筋和预埋件。除上述振捣外，还要有随时敲打模板，检查模板密实情况。B.柱高在3m之内，可在柱顶直接下灰浇筑，柱高超过3m时应采取措施。可用串筒或在模板侧面开门子洞，装斜溜槽分段浇筑。每段的高度不得超过2m，每段浇筑后将门子洞封实，并用箍箍牢。C．柱子砼应一次浇筑完毕，如需留施工缝时应留在主梁下面2㎝处。⑤梁、板砼浇筑A．梁板同时浇筑，浇筑时先将梁根据梁高分层浇筑成阶梯形不断延长，并用小直径振捣棒振捣。B．和板连成整体的大断面可以将梁单独浇筑，其水平施工缝应留在板底以下20～30㎜处。振捣时，浇筑与振捣必须紧密配合，第一层下料慢些，待梁底充分振实后再下二层料。用“赶浆法”保持水泥浆沿梁底包裹石子向前推进，振捣时不得触动钢筋及预埋件。C．梁柱结点钢筋较密时，浇筑此处砼时宜用同强度等级细石砼浇筑。并用小直径振捣棒振捣。 D.浇筑板的虚铺厚度应略大于板厚，用平板振捣器垂直浇筑方向来回振捣，厚板可用插入式振捣器浇筑方向拖动振捣。并用铁插尺检查砼厚度，振捣完毕后用长木抹平，施工缝处或有预埋件及插筋处用木抹子找平，浇筑板砼时不允许用振捣棒铺摊砼。E．施工缝位置：a.宜沿着次梁方向浇筑楼板，施工缝应留置在次梁跨度的中间三分之一的范围内，施工缝的表面应与梁轴线或板面垂直，不得留斜槎，施工缝宜用木板或钢丝网挡牢。b.施工缝处须待已浇筑砼的抗压强度不小于1.2Mpa时，才允许继续浇筑，在继续浇筑砼前，施工缝砼表面应凿毛，剔除浮动石子，并用水冲洗干净后，先浇一层水泥浆，然后继续浇筑砼，应细致操作振实，使新旧砼紧密结合。（3）养护砼浇筑完毕，应在砼终凝后、硬化前12h以内，对外露表面加以覆盖保护，浇水养护。在养护期内要经常洒水，保证砼处于足够的润湿状态。一般情况下，浇水养护7d。掺有缓凝剂外加剂以及有抗渗要求的砼，不得少于14d，最好能蓄水养护。如采用薄膜养护，应在砼浇筑后2～4h、泌水的水分刚好散失时开始。（二）钢结构施工方案1、钢结构制作方案（1）钢构件加工工艺①放样、号料、切割A.放样 放样人员在放样之前必须熟悉经详图转化的图纸和设计要求，放样要根制作工艺作业指导书进行。以1：1放出平面及节点大样，核对构件外形尺寸，结构构造，焊接形式等。经核对无误后方可进行样板及杆件制作。利用计算机进行辅助放样，放样后必须专人进行核算，并且备有的详细的图表、几何尺寸、简图、计算数据等资料。放样样板应用不易变形的铁皮，扁铁等材料制成，在样板（杆）上标注零件的规格、数量、基准边、孔径等。用于桁架，屋架类的样板应注明中心线、重心线、定位线；放样样板（杆）应委托专人妥善保管，使用一段时间应进行复验，防止变形。B.号料号料时要根据设计图纸进行，对所使用的材料的材质、规格、外观质量进行复核，如发现不符合要求，应及时反馈到质量技术部门及材料供应部门。使用合格的样板（杆）进行号料，号料应有利于切割和保证零件质量。画线号料的允许偏差：对于零件外形尺寸，允许偏差±1.0mm，孔距±0.5mm。C.切割本工程切割采用自动切割和机械切割，部分难以用机械切割的部位采用火焰切割。②制孔 所有连接板均在摇臂钻钻床上钻孔。磁力钻适用于固定钻床无法使用的部位。普通螺栓孔（C级螺栓孔—III类孔），包括高强螺栓孔，等孔直径应比螺栓直径大1.0—3.0毫米。③构件组对A.构件组对要求组装必须按照构件加工工艺流程的程序进行。组装顺序应根据结构形式、焊接方法和焊接顺序等因素确定。制作布置拼装胎具时，必须考虑预留焊接余量以及加工余量。组装前，零部件的连接接触面和焊缝每边30-50毫米范围内的铁锈，毛刺，污垢，冰雪等清理干净。板材、型材的拼接应在组装前进行，构件的组装应在部件组装，焊接、矫正后进行，以便减少构件的残余应力。设计要求磨光顶紧的部位，其顶紧的贴合面面积应达到75%以上，并用0.3毫米的塞尺检查，塞入面积要小于25%，边缘间隙小于0.8毫米。构件的隐蔽部位应提前进行除锈涂装。组对好的构件应及时用油漆在构件明显的位置进行标注，注明构件所属图号、件号和数量。采用夹具组对时，拆除夹具时不得用锤击落，须用气割切除，不得损伤母材，并用砂轮平整。④构件钢板拼接要求 H型钢翼缘板纵向不得拼接，只允许在长度上拼接，拼接长度不小于两倍的板宽；腹板在纵向，横向均允许拼接，横向上的拼接宽度不小于300毫米，纵向上的拼接长度不小于600毫米。当为t形交叉时，交叉点的距离不小于200毫米；上下翼缘板拼接位置与腹板拼接缝错开200毫米以上。重要结构的钢板拼接接头的位置应布置在跨度的1/4—1/3处，受拉翼缘应采取斜接，斜度a不大于45度。拼接的位置应避开安装孔和复杂的部位，一般接头也应尽量布置在受力较小的部位。不同厚度的钢板对接，在无特殊要求的条件下，较大厚度钢板的过渡坡口的斜度按1：4进行。⑤型钢拼接的原则采用国家标准接头形式进行拼接。采用对接焊接头：一般采取斜接斜度应小于或等于45度，并且开坡口熔透；对以明确受力状态的型钢，要区分受拉和受压部位，对型钢要区分是拉杆还是杆，受拉部位和受拉杆件要采取斜接，受压部位和受压杆件可采用直接。⑥H型钢组对H型钢组对时，必须搭设胎具进行组对。（2）典型构件制作方案①焊接H型钢制作工艺焊接H型钢采用自动生产线制作。大截面的H 型钢我公司具有成熟的生产工艺和可靠的技术质量保证，采用手工制作。焊接H型钢的原材料应符合现行国家产品标准和设计要求。翼缘板和腹板采用半自动或自动气割机进行切割。焊接H型钢的焊接，宜采取埋弧自动焊或CO2气体保护焊进行焊接。施工单位应按本企业的焊接工艺评定编制焊接工艺文件指导生产。焊接H型钢的翼缘板拼接缝和腹板拼接缝的间距不应小于200mm。翼缘板只能沿长度方向拼接，拼接长度不应小于2倍板宽，上下两块翼缘板的拼接位置可以处于同一断面；腹板拼接宽度不应小于300mm，长度不应小于600mm，拼接焊接应在H型钢组装前进行。腹板上水平肋和纵肋与焊缝之间的距离不应小于100mm。焊接H型钢当腹板厚度大于20mm时，应采用全焊透或部分焊透的对接与角接组合焊缝。焊接H型钢的表面质量应符合原材料标准的相应规定。焊接H型钢的尺寸允许偏差应符合附表十的规定。焊接H型钢外形允许偏差应符合下列规定：弯曲度≤L/1000且≤10mm。扭曲度≤h/250且≤5mm。端部切斜（端部平面与轴线的垂直度）允许偏差≤3㎜，端部平面度允许偏差为1㎜。焊接H型钢的焊缝应作外观检查，其质量应符合二级标准。 无损检测应在外观检查后进行，设计要求全焊透的一、二级焊缝应采用超声波探伤进行内部缺陷的检查，当设计文件指定进行射线探伤或超声波探伤不能对缺陷做出判断时，应采用射线探伤，其内部缺陷分级及探伤方法应符合GB11345或GB3323的规定。一级焊缝应进行100%的检查。射线照相的质量等级应符合GB3323中AB级的要求，焊缝评定合格等级应为Ⅱ级及Ⅱ级以上；超声波探伤焊缝评定合格等级应符合GB12345中B级检验的Ⅱ级及Ⅱ级以上。二级焊缝应进行抽检，抽检比例应不小于20%。射线照相的质量等级应符合GB3323中AB级的要求，焊缝评定合格等级应为Ⅲ级及Ⅲ级以上；超声波探伤焊缝评定合格等级应符合GB12345中B级检验的Ⅲ级及Ⅲ级以上。焊缝表面探伤检验应首选磁粉探伤方法，确因特殊原因不能采用磁粉探伤时，方可采用渗透探伤。焊缝表面探伤按下述规定进行：外观检查发现裂纹时，对该批焊缝进行100%磁粉探伤。检查员对焊缝有怀疑时，对怀疑部位进行磁粉探伤。设计有要求时。2、钢结构安装分项工程工艺方案（1）安装程序基础复测→钢柱安装→钢桁架安装→主钢梁安装→检测→次钢梁安装及高强度连接→检测→焊接→焊缝检查→总体检查（2）钢结构安装根据基准点或测量控制网对基础轴线、标高、支座、地脚螺栓进行技术复核。 （3）钢结构安装依据所提供的基础检测记录，进行基础的复测，对复测中出现的问题通知有关单位，提出修改措施。检查地脚螺栓外露部分的情况，若有弯曲变形、螺牙损坏等情况，必须对其进行修正。（4）钢构件的运输：①构件场外运输时：装卸、运输过程中均不得损坏构件并防止构件变形。构件运输应按吊装的程序要求进行，并考虑配套供应。构件宜对称放置在运输车辆上，装卸车宜注意对称操作，确保车身和车上构件的稳定。使用活络平板以挂车运输长构件时，应在车上装转向装置。构件运输过程中堆放宜用垫木，用紧绳器固定，防止构件在运输过程中松动和滑移，对重心不稳的构件，还应采用支架稳定。②构件场内运输时：运输道路应平整转变半径适合场内构件运输需要。对扩大拼装的运输构件，应验算构件的刚度，必要时应增加搁置点和支架数量。（5）钢构件的堆放：钢构件在钢结构加工厂制作，然后运至现场直接吊装。钢构件力求在吊装现场就近堆放，并遵循“重近轻远”的原则。钢柱和钢梁，应依据吊装工艺作平面布置设计，避免现场二次倒运困难。钢梁可按吊装顺序配套供应堆放，钢构件堆放应以不产生超出规范要求的变形为原则。 （6）钢梁安装①钢梁的吊装：钢梁的吊装一般采用捆扎法吊装，应在钢梁的棱角处用护角器作保护。严禁在钢梁的下翼缘和腹板上焊接悬挂物和卡具。吊装前应将钢梁应做好分中标记，以利于吊装时与柱中心定位线临时定位。梁由上向下逐层安装，由于上部和周边都处于自由状态，易于安装和控制质量。通常在钢结构安装操作中，同一列柱的钢梁从中间跨开始对称地向两端扩展安装，同一跨钢梁，先安上层梁再安装时间下层梁。在安装柱与柱之间的主梁时，测量必须跟踪校正柱与柱之间的距离，并预留安装余量，特别是节点焊接收缩量。达到控制变形，减少或消除附加应力的目的。柱与柱节点和梁与柱节点的连接，原则上对称施工，互相协调，对于焊接连接，先焊柱的顶层梁，再从下层梁。栓焊连接一般为先栓后焊，螺栓连接从中心轴开始，对称拧紧。②钢梁的校正：首先对钢梁的轴线进行校正，当钢梁与钢柱的轴线误差符合要求后，复查钢梁之间的间距。再进行钢梁上翼缘板的标高测定并进行校正。（7）平面钢桁架的安装：平面钢桁架的安装方法采用单榀吊装法。 钢桁架的侧向稳定性较差，在吊装中，注意吊点的选择，同时注意钢桁架的稳定性。桁架的校正方式同钢梁的校正方式。（8）柱底二次灌浆：柱及柱间钢梁安装完成后，即可进行柱底灌浆，灌浆要留排气孔，钢管混凝土施工也要在钢管柱上预留排气孔。3、高强螺栓施工分项工程工艺方案（1）高强度螺栓连接构件制作高强度螺栓连接应按设计要求制孔，螺栓孔必须采用钻制孔，不得采用冲制或火焰切割的方法制孔，孔边应光洁，无飞边、毛刺。高强度螺栓连接的构件应根据施工图进行放样划线，并打上样冲眼，检验合格后方可钻孔；划线工具应采用划针和钢尺（或样板），以保证钻孔质量。钻孔时应使工件的作业面和钻头保持垂直，应根据工件厚度、硬度和钻孔直径，选择钻头切削部分的几何参数和切削用量。在焊接构件上钻孔，应在构件焊接、矫正后进行，应保证螺栓孔有较高的准确度当孔群中孔的数量较多，位置精度要求较高时，应采用模板钻孔。模板使用数次后应对模板进行检查，如超出允许偏差应停止使用。钢板边缘与刚性构件（如角钢、槽钢等）相连的螺栓的最大间距，可按中间排的数值采用。 高强度螺栓连接处板迭上所有螺栓孔，均应采用量规检查，其通过率为：用比孔的公称直径小1.0mm的量规检查，每组至少应通过85％；用比螺栓公称直径大0.2～0.3mm的量规检查，应全部通过。按上述第8款检查时，凡量规不能通过的孔，必须经施工图编制单位同意后，方可扩钻或补焊后重新钻孔。扩钻后的孔径不得大于1.2倍的螺栓直径，补焊时，应采用与母材力学性能相当的焊条补焊。严禁用钢块填塞或用火焰切割的方法进行扩孔。每组孔中经补焊重新钻孔的数量不得超过20％。处理后的孔应作出记录。加工后的构件，在高强度螺栓连接处的钢板表面应平整、无焊接飞溅、无毛刺、无油污。高强度螺栓摩擦面应按设计要求加工，当设计无要求时可采用喷砂（丸）法或砂轮打磨法。当采用砂轮打磨法时，打磨的方向应与构（杆）件受力方向垂直且应保证摩擦面的平整。经处理后的高强度螺栓连接处摩擦面，应采取保护措施，防止沾染赃物和油污。严禁在高强度螺栓连接处摩擦面上作任何标记。除设计有要求者外，摩擦面不应涂漆。经处理后的高强度螺栓连接处摩擦面的抗滑移系数应符合设计要求。4、压型钢板施工：（1）施工方法 板材在地面配料后，分别吊入每一施工节间。为保护压型钢板在吊运时不变形，应使用软吊索，每次使用前要严格检查吊索，使用次数达到20次后，吊索必须更换，以确保安全。严格按照图纸和规范的要求来散板与调整位置，板的直线度误差为10mm，板的错口要求＜5mm，检验合格后方可与主梁焊接。（2）压型钢板与主梁焊接焊接采用手工电弧焊，焊条为E4303，直径3.2mm，焊接点应为直径16mm点熔合焊，焊点间距305mm。（3）封堵头板（4）压型钢板施工的质量管理：压型钢板铺设后做好成品保护，避免表面凹陷。压型钢板铺设方向应满足钢筋通过的需要。弧形区外形尺寸变化较多，应认真核对设计图纸。预留洞口位置应在允许偏差范围内。5、防火涂料涂装工艺:因防火涂料涂装通常是在钢结构主体工程竣工并经验收合格后在工地现场进行，因此本方案按规范规定的内容专门就防火涂料涂装作出必要的说明，以指导这方面的施工作业。（1）防火涂料涂装首先应符合设计要求和国家现行标准的有关规定。（5）防火涂料涂装其保证项目应符合以下规定：钢结构防火涂料的品种和技术性能应符合设计要求并经国家检测机构检测符合国家现行有关标准规定，经检查生产许可证，质量证明书和检测报告。 钢结构防火涂料涂装中每使用100吨薄型防火涂料应抽检一次粘结强度；每使用500吨厚型防火涂料应抽检一次粘结强度和抗压强度。检查抽检报告应符合国家现行有关标准。钢结构防火涂料涂装工程应由经批准的施工单位负责施工(若由其他施工单位施工须事先检查其批准文件)。防火涂料涂装的基层，应检查有无油污、灰尘、泥砂等污垢。防火涂料涂层应检查有无误涂、漏涂、涂层应无脱层和空鼓。薄型防火涂料应用厚度测量仪检查，按《钢结构防火涂料应用技术规程》的测量方法检验涂层厚度。（3）防火涂料涂装的基本项目应符合以下规定。防火涂料涂层的外观质量：合格：涂层较平整、无明显凹陷、粘结牢固、无粉化松散和浮浆、乳突已除。优良：涂层颜色均匀、轮廓清晰、接槎平整、无凹陷、粘结牢固、无粉化松散和浮浆、乳突已剔除。防火涂料表面裂纹：合格：薄型防火涂料涂层表面裂纹宽度不应大于0.5mm；厚涂型防火涂料层表面裂纹宽度不应大于1mm。优良：防火涂料涂层无明显裂纹。上述检查为同类构件数的10%，但不得少于3件。厚涂型防火涂料涂层的厚度：合格：在5m长度内涂层低于设计要求厚度的长度不应大于1m ，并不应超过1处，且该处的厚度不应低于设计值的85%。优良：涂层厚度符合设计要求。用钢尺和测针检查，方法按《钢结构防火涂料应用技术规程》。（4）防火涂料的涂装：由于防火涂料涂装是需经当地消防主管部门确认的有资质的单位承担施工，我公司将按业主和经当地消防部门认可的品牌厂家合作进行此项工作。7、砌体工程施工（1）、A—B轴二层门面房，墙体均采用M5混合砂浆砌200厚MU2.5陶粒混凝土砌块（容重不得大于7KN/m3）。①砌筑前，应将砌筑部位清理干净，放出墙身中心线及边线，浇水湿润。在墙的转角处及交接处立起皮数杆，在皮数杆之间拉准线，依准线逐皮砌筑，其中第一块砌块按墙身边线砌筑。②墙的水平灰缝和竖向灰缝宽度为10㎜，但不小于8㎜，也不应大于12㎜.水平灰缝的砂浆饱满度不能小于80%，竖缝宜采用挤浆或加浆方法，不得出现透明缝，严禁用水冲浆灌缝。（2）、C—V轴库房，外墙标高1.2m以下的墙采用M5混合砂浆砌MU10多孔砖，370厚。内墙均为防火隔墙。①砖砌墙操作采用“三一”砌砖法即一铲灰、一块砖、一挤揉的操作方法。砖墙每天砌筑高度以不超过1.8m为宜。② 砖墙的转角处，每皮砖的外角应加砌气分头砖。砖墙的丁字交接处，横墙的端头隔皮加砌七分头砖。砖墙的十字交接处，应隔皮纵横墙砌通，交接处内角的竖缝应上下相互错开1/4砖长。（3）墙体防潮：A—B轴二层门面房，埋入地下部分外侧刷沥青涂膜2道。8、外墙保温工程施工A—B轴二层门面房外墙（包括二层走廊内纵墙）用100厚挤塑聚苯乙烯泡沫塑料板（密度不小于30Kg/m3，导热系数小于0.029W/m.K）保温，严格遵循聚苯乙烯泡沫塑料板薄抹面外保温施工技术操作规程。①外保温不规则处可现场裁切，但必须注意切口与板面垂直，阴阳角处必须相互错茬搭接粘贴。②门窗洞口四角不可出现直缝，必须用整块聚苯乙烯泡沫塑料板裁切出刀把状，且小边宽度不小于200mm。③粘贴方法采用满粘法，且必须保证粘接面积不小于80%。④聚苯板抹完专用粘接剂后必须迅速粘贴到墙面上，避免粘接剂结皮而失去粘接性。⑤粘贴聚苯板时应轻柔、均匀挤压聚苯板，并用2m靠尺和拖线板检查板面平整度和垂直度。粘贴时注意清除板边溢出的粘接剂，使板与板间不留缝。⑥板面打磨、找平：对板面接缝高低较大的区域用粗砂纸打磨找平，打磨时动作要轻，并以圆周运动打磨。⑨在聚苯板面上做二次粘板粘剂粘结层，并均匀刷弹性涂料。9、屋面工程施工 二层门面房屋面为非上人屋面，防水等级为Ⅱ级，二道防水卷材设防。①在现浇钢筋砼屋面板上铺100厚挤塑聚乙烯泡沫板（密度不小于30Kg/m3，导热系数小于0.029W/m.K）保温层。②在保温层上用1：6水泥珍珠岩做2%找坡层，人工均匀摊铺并简单压实。③经检查水泥珍珠岩找坡层坡度符合设计后，现浇30厚C20细石混凝土找平层。人工木抹子提浆，铁抹子压实收光。浇筑完后洒水养护。严禁有空鼓、裂缝现象。对屋面突出部分的阴角的保温层和找平层均应做成圆弧形，铺贴卷材应加增层油毡。④由专业防水屋面施工班组，铺贴两层3+4厚自带保护层SBS改性沥青防水卷材。要求铺贴均匀，压边密实。不得有漏粘现象。⑤附加层施工：一般施工的防水层，在女儿墙、水落口、管根、檐口、阴阳角等细部先做附加层，附加的范围应符合施工规范的规定。⑥SBS改性沥青防水卷材热熔法施工基层处理剂的涂刷：喷、涂基层处理剂前要首先检查找平层的质量和干燥程度并加以清扫，符合要求后方可进行，在大面积喷、涂前，应用毛刷对屋面节点、周边、拐角等部位先行处理。卷材的层数、厚度应符合设计要求。多层铺贴接缝应错开。将改性沥青防水卷材剪成相应尺寸，用原卷心卷好留用。铺贴时随放卷随用火焰喷枪加热基层和卷材的交界处，喷枪距加热面300mm 左右，经往返均匀加热，趁卷材的材面刚刚熔化时，将卷材向前滚铺、粘贴，搭接部位应满粘牢固，搭接宽度满贴法为80mm。热熔封边：将卷材搭接处用喷枪加热，趁热使二者粘结牢固，以边缘挤出沥青为度，末端收头用密封膏嵌填严密。卷材之间搭接长度应符合规范要求：上下（内外）两层及相邻两幅卷材的接缝均应错开。各层卷材的搭接宽度，长边不应小于70mm，短边不应小于100mm。平行于屋脊的搭接缝，应顺流水方向搭接，垂直于屋脊的搭接缝应顺主导方向搭接。对屋面（墙面）突出部分的阴（阳）角的保温层和找平层均应做成圆弧形，铺贴卷材应加铺一层卷材附加层。连接水落口（或墙面排水孔）的各层卷材和附加层，均应粘贴在水落口杯（或墙面排水孔）上，并用漏斗罩底盘压紧，底盘与卷材间应涂胶结材料，压紧的宽度至少为100mm，底盘周围应用胶结材料填平。水落口杯（或墙面排水孔）与竖管承口（或墙面）的连接处，应用掺有纤维的胶结填料堵塞，以防漏水。10、装饰施工方案（1）室内抹灰工程①工艺流程浇水湿润基层→找规矩、做灰饼→设置标筋→阳角做护角→抹底层、中层灰→抹面层灰→清理②基层浇水：提前一天充分浇水，润湿基层。③找规矩：本工程属中级抹灰，总厚度为20mm ，抹灰前应吊垂直套方，找规矩，做灰饼、冲筋，以保证墙面抹灰的平整、垂直、四角八线方正和平直。④抹底灰：在润湿的基层抹底灰，关键是使底灰牢固的粘结在基层上，因此底灰抹的要薄，砂浆要稀，这样才可牢靠粘结。⑤抹找平灰和罩面灰：当基面平整时，可直接抹罩面灰，当基面不平或底子灰不平则应进行中层找平，找平灰应用靠尺认真刮平，锤球吊直，找平后找平灰应基本达到中级抹灰的质量要求，中层灰经养护到六七成干时可进行罩面灰操作。⑥抹罩面灰：罩面灰厚度约6-8mm，应二遍成活，底子灰应湿润，抹面层时应再次吊直刮平，仔细抹压，消灭抹棱、砂眼，克服空鼓和裂纹（2）地砖铺设①工艺流程基层处理→找标高弹线→抹找平层砂浆→铺砖→灌缝、擦缝→养护有坡度要求时，应找出坡度线后在铺砖。②施工要点在砂的结合层上铺设板块面层，在铺砌前砂结合层应洒水压实，并用刮尺找平，而后，拉线逐块铺砌。施工前对板块应进行浸湿，其表面无明水方可铺设。在水泥砂浆结合层上铺设板块面层，应待底层水泥砂浆抗压强度达到1.2mPa 以上才能进行。铺砌前在水泥砂浆结合层上素浆扫灰，并随扫随铺。板块与结合层之间不得有空隙，也不得在靠墙处用砂浆填补代替板块。铺砌后1-2昼夜以后加少许107胶的稀水泥浆灌缝，干燥后擦去表面多余的灰浆。（3）乳胶漆施工①乳胶漆涂料施工本工程提出以下措施：基层处理为使本工程具有良好的耐水效果，基层处理要用耐水腻子。基层表面要坚实、干净，不得有油污。刮腻子前在基层涂刷一道封底胶(30％乳胶稀释液)进行封底。通常批刮两道，不需过厚，力求均匀。耐水腻子要轻微打磨，刮的好可不打磨。打磨后要将表面粉尘及时清理干净。应用不锈钢或橡皮刮板，避免铁锈的产生。②涂刷方法本工程根据材料性质，以往施工经验，决定采用辊涂与刷涂相结合的方法涂刷乳胶漆。辊涂施工操作简便，但要注意辊子的吸浆量。不能太多，也不能太少。要备有醮料槽，使毛辊吸浆量均匀、合适。 在墙面上辊涂时，应将毛辊自下往上，一下一下的辊涂，滚动的大小随毛辊中涂料的减少而增大，这样不会造成流淌。当毛辊中的涂料用掉1/3－1/2时就应醮后再进行辊涂，这样有利于长时间操作。11、门窗安装方案①工艺流程弹线找规矩→窗洞口处理→窗洞口内埋设连接铁件→塑钢窗拆包检查→按图纸编号运至安装地点→检查塑钢窗保护膜→塑钢窗安装→窗口四周嵌缝、填保温材料→清理→安装五金配件→安装窗密封条→质量检验→纱扇安装②弹线找规矩：在最高层找出窗口边线、用大线坠将窗口边线下引，并在每层窗口处划线标记，对个别不直的口边应剔凿处理。高层建筑可用经纬仪找垂直线。窗口的水平位置应以楼层十50cm水平线为准，往上反，量出窗下皮标高，弹线找直．每层窗下皮(若标高相同)则应在同一水平线上。③安装塑钢窗披水：按设计要求将披水条固定在塑钢窗上，应保证安装位置正确、牢固。④窗安装时若采用连接铁件固定，铁件应进行防腐处理。连接件最好选用不锈钢件。⑤就位和临时固定：根据已放好的安装位置线安装，并将其吊正找直，无问题后方可用木楔临时固定。⑥与墙体固定：塑钢窗与墙体固定采用混凝士墙体可用射钉枪将铁脚与墙体固定的方法。⑦ 处理窗框与墙体缝隙：塑钢窗固定好后，应及时处理窗框与墙体缝隙。如设计未规定填塞材料品种时，应采用矿棉或玻璃棉毡条分层填塞缝隙，外表面留5—8mm深槽口填嵌嵌缝膏，严禁用水泥砂浆填塞。⑧塑钢窗安装必须牢固，预埋件的数量、埋设连接方法，必须符合设计要求。⑨塑钢窗框与非不锈钢紧固件接触面之间，必须做防腐处理；严禁用水泥砂浆作门窗框与墙体之间的填塞材料。⑩抹灰前应将塑钢窗用塑料薄膜保护好，在室内湿作业未完成前，任何工种不得损坏其保护膜，防止砂浆对其面层的侵蚀。（2）塑钢窗安装质量控制要点①塑钢窗及其附件质量，必须符合设计要求和有关标准的规定。②塑钢窗的安装位置、开启方向必须符合设计要求。③塑钢窗安装必须牢固，预埋件的数量、位置、埋设连接方法，必须符合设计要求。④塑钢窗框与非不锈钢紧固件接触之间，必须做好防腐处理；严禁用水泥砂浆作门窗与墙体之间的填塞材料。⑤塑钢窗框与墙体之间缝隙填嵌饱满密实，表面平整、光滑、无裂缝，填塞材料、方法符合设计要求。⑥塑钢窗表面洁净，无划痕、碰伤、无锈蚀，涂胶表面平整、平滑，厚度均匀，无气孔。⑦窗保护膜应检查完整无损后再进行安装，安装后应及时将门框两侧用木板条捆绑好，并禁止从窗口运送任何材料，防止碰撞损坏。⑧ 抹灰前应将塑钢窗用塑料薄膜保护好，在室内湿作业未完成前，任何二种不得损坏其保护膜，防止砂浆对其面层的侵蚀。⑨塑钢窗的保护膜应在交工前撕去，要轻撕，且不可用开刀铲，防止将表面划伤。12、采暖、给排水工程（1）管道支架安装①支、吊架的制作，其选型、材质、加工尺寸应符合设计要求，焊接质量要牢固，无漏焊、裂纹等缺陷。②安装位置应正确，埋设应平整牢固。③有热伸长度管道的吊杆，应向热膨胀的反方向偏移。无热伸长度管道的吊架、吊杆应垂直安装。④应与管道接触紧密，固定应牢靠。⑤固定在建筑结构上的管道支、吊架不得影响结构的安全。（2）采暖管道安装①室内采暖管道安装一般的施工顺序是入口装置，干管（总立管、水平干管）立管、支管为配合土建施工也可先装立管，最后装干管和入口。②采暖管道安装管道穿基础、墙、楼板处，应配合土建做好预留孔洞和预埋钢制套管工作，位置要准确，管道穿剪力墙及楼板应设钢制套管，套管管径较管道大二号。所有管道接口不得置于墙体或楼板内。管道穿过内墙和楼板，应设置铁皮或钢制套管，安装在楼板内的套管，其顶部应高出地面 20mm,卫生间内应高出30mm，底部均应楼板底面相平，套管内径应比管子外径大10mm，中间均匀填塞石棉绳或油麻，套管应卡牢塞紧，不得随管道窜动，安装在墙壁内的套管，其两端应与饰面相平。安装管道应有坡度，如设计无要求，其坡度一般为0.003，但不得小于0.002。在安装过程中，多种管道交叉时的避让原则是小管让大管（但散热器立管和支管相交，立管应弯曲绕过支管），压力流管让重力流管（如给水管让排水管）干管安装干管安装的施工顺序是定位、画线、支架安装、管子上架、接口连接，立管开孔及短管焊接，水压试验，防腐保温等。管道螺纹加工和连接的方法要正确，不论是手工或机械加工，加工后的管螺纹都应端正、清楚、完整光滑。断丝和缺丝总长不得超过全螺纹长度的10%，套丝扣时，被破坏的镀锌层表面及外露螺纹部分应做防腐处理。螺纹连接时先在管端螺纹外面敷上填料，用手带入2－3扣丝，再用管钳一次拧紧，不得倒回。丝扣外露2-3扣，连接后应把挤到外面的填料清理干净。立管安装立管安装时，应考虑到易于操作和维修，安装前打通各楼层立管预留孔洞，自顶层向底层吊垂线，在墙面上弹画出立管安装的垂直中心线，并确定立管管卡位置（距地面1.5～1.8m）。 管子的下料长度，按实际测量的安装长度下料，并考虑管件长度。用钢锯切割钢管时应完全锯断，不得中途拆断。切断后的管口要平滑，不得有裂纹、毛刺，变形和缩小等缺陷，管口内外不得有熔渣，铁屑等杂物。切断面必须垂直于管子中心线。（3）散热器及支管安装散热器安装前应进行水压试验，试验压力为工作压力的1.5倍，但不小于0.6MPa，试验时间2～3min，压力不降且不渗不漏为合格，试验合格后方可进行安装。散热器与管道连接必须设置可拆卸的连接件，以便检修。散热器支托架安装位置应正确、平整、牢固。散热器支管安装散热器支管安装一般在散热器与立管安装完毕后进行，也可与立管同时进行安装，安装支管时，要把管子调整合适后再进行碰头，以免把支管弄歪。供回水支管与散热器的连接均应是可拆卸的连接，一般采用长丝活接头。散热器支管，长度大于1.5m时，应在中间安装管卡或托勾，直管段不允许有弯曲现象。在支管上安装阀门时，在靠近散热器一侧应该与可拆卸件连接。接散热器的支管若离墙不符合要求时，应安装乙字弯，支管上应安装活接头。 在支管安装时，因有乙字形弯，故活接头与长丝不易对准，这时必须细心调整，不允许将管段硬拧在一起，造成活接头垫片不严而漏水，管子及管件也会出现不必要的损坏。13、电气工程（1）穿线管及予埋件的予埋工程：①施工操作工艺：暗配的管路要沿最近的路线敷设，尽量减少弯曲、接头。埋入墙或砼内的管子，管子距建筑表面的净距离不小于15mm；进入暗配电箱的多根电线管，排列应整齐，管子间要留有一定间隙，可用小水泥块将其隔开；埋入地下的电线管，不宜穿过设备基础，当遇设备基础时应绕过设备基础，在穿过建筑物基础时应加保护管。在建筑物伸缩缝处要设补偿装置。②预制加工件的要求：根据设计图纸，加工将各种盒、弯管及予埋件等。钢管煨弯一般采用冷煨法，管子切断可采用钢锯、无齿锯、砂轮锯，但不能使用割刀，断口处要平整不歪斜，管口刮铣光滑，无毛剌，除尽管内铁屑。管子套丝时，采用套丝板、套丝机，根据管外径选择相应板牙。加工好予埋件如固定电缆桥架所用的予埋件，人防地下室用的密闭肋钢板、洗消间的预埋接地端子等。③测定盒、箱、予埋件位置：根据设计图纸要求，确定盒、箱、予埋件的轴线位置，以土建弹出水平线为基准，挂线拉平，线坠找正，标出盒、箱、予埋件实际尺寸位置。 （2）钢管敷设方式：①在砖墙内暗敷：予埋管管口向上且堵好，为使盒子箱子平整、标高正确，可将立管先偏高200mm左右，然后将盒子稳好，盒子高出墙面15～20mm，再接短管。由顶板向下引管，则不宜过长，以达到开关盒上口为准，等砌好隔墙后，先稳盒子后接短管。②在现浇砼板内暗配：先找灯位，根据房间四周墙的厚度，弹出十字线，将堵好的盒子固定牢，然后敷设管子。有两个以上盒子时，要拉直线。管进盒、箱长度要适宜。管路每隔1m左右用铅丝绑扎牢。现浇砼板内配管，在底层钢筋绑扎完后，上层钢筋未绑扎前，根据施工图尺寸位置配合土建施工。暗配管的线路敷设尽量减少弯曲，做好管子与管子、管子与盒、箱之间的跨接，埋入砼的线管离表面净距不小于15mm。镀锌钢管用丝扣连接，并用专用接地卡固定跨接线。③沿墙明配管要求：管子横平竖直，固定方法采用卡子螺丝固定，支架可用角钢或扁钢固定在墙上，管子煨弯要整齐，不得弯扁，管子接头采用丝扣连接做好跨接。跨接用专用接地卡连接。④配管进入盒、箱处要顺直，在盒箱内露出长度小于5mm用锁紧螺母固定管口，管子露出锁紧螺母的螺纹为2-4扣。扣压式薄壁金属电线管与盒、箱的连接采用爪形螺纹接头连接，使用专用扳子锁紧。⑤线管预埋时，如管线过长应在中间增加线盒便于穿线。过线盒的位置要选择适当，既要起到过线作用，又要不影响使用功能和美观的要求。⑥ 人防地下室的线管穿工事围护墙、内部防护密闭墙及顶板时做防护密闭处理。⑦灯具、阀门、电机等设备引出线保护管均采用普利卡可挠镀锌管。⑧扣压式薄壁金属电线管的管路连接采用专用工具进行，管路为水平敷设时，扣压点在管路上、下方分别扣压；管路为垂直敷设时，扣压点在管路左、右侧分别扣压。当管径为Ф25mm及以下时，每端扣压点不少于2处；当管径为Ф32mm及以上时，每端扣压点不少于3处，且扣压点对称，间距均匀。连接处的扣压点深度不小于1mm；扣压点位置在连接处中心；扣压连接后，在连接口处涂抹铅油，使其整个线路形成完整的统一接地体。（3）管内穿绝缘线和电缆：施工操作工艺：①导线、电缆的选择：在导线、电缆穿管前，首先应根据设计图纸要求，核对好型号、规格。带色导线的颜色一律按A、B、C、N和PE线分别为黄、绿、红、蓝和双色线，不得混用。②管内穿线、穿电缆： 在管内穿线时，首先穿入穿带线，即穿入钢丝，目的检查管路是否畅通，清扫管路、清除杂物，同时也是带动电线，电缆穿入管内。电线、电缆在管内不得有破损、断裂、接头。穿线前检查管口的护口是否齐整，如有遗漏和破损，均应补齐和更换。剪断电线、电缆时，要予留一定的长度，按以下情况考虑：接线盒、开关、插座及灯头盒内予留长度应为150mm，配电箱内应为1.5m，低压柜以半周长度为宜。③导线、电缆的连接：本工程施工中禁止电线、电缆有中间接头。所有接头应满足以下要求：接头不能增加电阻值，受力导线不能降低原机械强度，不能降低原绝缘强度。对于铜导线直接连接采用绞接法（适用于4mm2以下的单芯线连接）。具体做法是将两线互相交叉，将两个线芯在另一个芯线上缠绕5圈以上，剪掉余头。多股导线可采用与导线同材质且规范相应的接线端子。电缆的分支接头可采用穿刺线夹连接，施工时严格按产品说明要求操作。（4）开关、插座的安装：施工操作工艺①开关、插座在安装接线前，首先将盒内残存的灰块剔掉、清扫干净。②开关、插座的接线：开关接线要求切断位置一致，操作灵活，接点接触可靠，电器灯具的相线应经开关控制，开关距门口边为150～200mm，开关位置与灯位相对应，开关方向一致，成排开关位置的安装高度应一致，高低差不大于2mm。在卫生间采用防潮防溅型。单相两孔插座分为横装和竖装两种，横装时，面对插座时左零线右相线。竖装时上相线下零。单相三孔插座则左零线右相线上接地保护线。在同一室内安装插座高低不大于5mm，成排安装的插座高低差不大于2mm。在卫生间采用防潮防溅型。 ③开关、插座安装的固定按接线要求，注意线芯不得外露，将盒内甩出的导线与开关或插座的面板连接好，将开关或插座推入盒内，对正盒用螺丝固定牢固。（5）灯具安装施工操作工艺：①检查灯具型号、规格要符合设计和国家标准要求。②检查灯内的配线是否符合设计要求，穿入灯箱导线分支线连接处要不承受外应力和磨损，多股软线端头需盘圈涮锡，灯箱内的导线不应过于靠近热光源。③使用螺口灯头时，相线在灯头芯上。④灯具固定牢固可靠，固定用螺栓不小于2个。⑤所有灯具按图纸要求均有PE线引入灯具。⑥软线吊灯的软线两端做保护口，两端芯线搪锡。⑦安装普通灯时，先木台，将导线从木台的出线孔中穿出，使之紧贴建筑物表面，并用螺丝固定，削出线芯，接于灯头上。⑧吊顶内安装的灯具，应将灯具的正确位置和开孔尺寸提供给土建，由土建根据的资料开孔。吊顶内安装的灯具，其灯具严禁安装在土建吊顶板上或吊顶龙骨上，而必须另设由角钢加工成的灯框，其灯框必须固定在砼顶板上，由元钢作吊筋固定，不能固定在龙骨或土建吊顶的吊筋上。灯具就安装在角钢灯具框用机罗丝固定。⑨ 灯具安装完毕，要摇测绝缘电阻并符合要求。并进行检查，检查内容包括：灯具型号、规格、位置是否符合设计，开关控制是否灵活，控制顺序是否相对应，应急灯是否灵敏可靠，疏散指示灯所指方向是否正确等。吊顶内的金属软管是否进入灯具接线盒。（6）配电箱、柜安装工程施工操作工艺：①配电箱要求：本工程配电箱除设备间、机房、电气竖井内明装外，其它均为暗装。人防地下室均为明装。在同一建筑物内，同类配电箱安装高度允许偏差10mm。配电箱外壳要有明显的PE接地线，PE线不允许利用配电箱外壳串接。垂直装置的开关电器上端接电源，下端接负荷；横装的则左接电源，右接负荷。开关位置与支路相对应，下面标出路别。接地线和零线要分别用接线端子排。箱上的导线有A、B、C、N、PE为黄、绿、红、蓝、双色，在箱门背面有箱子的系统图。②配电箱安装平整牢固，紧贴墙面，垂直偏差允许3mm，二层板出线孔安装绝缘环，一孔一线。③配电箱内4mm2以上多股线与端子连接采用接线鼻子，规格与导线配套，压接时采用压接钳，并搪锡。④配电箱、柜安装完成后用500V摇表进行绝缘摇测，包括相与相、相与零、相与地和零与地其绝缘电阻大于0.5MΩ，二次回路大于1MΩ，并作好记录进入技术资料归档。⑤人防地下室的壁挂明装配电箱做防潮除湿处理。（7）电缆桥架安装 本工程电缆桥架采用金属电缆桥架，固定用角钢支架。施工操作工艺①测量放线根据设计图纸的桥架位置和规格，进行测量放线。②以间距1.8米找出支架固定位置，按要求加工支架。③根据要求将支架固定在予埋件上。④安装桥架，要求平稳顺直，连接板螺丝固定牢固。⑤连接接地线（PE），并用40x4扁钢作好接地跨接。⑥检查、核对。检查PE线是否正确，固定是否牢固，并调整顺直。（8）桥架内的电缆敷设施工操作工艺①检查桥架的固定，PE线的连接，管子的安装等。②施放电缆。用放线车施放电缆，中间人员要均匀。③电缆排列整齐，首尾两端，转角两侧设固定点并有标志牌。④桥架中应急线路与其它线路之间用金属隔板分隔。⑤在出入电缆沟、竖井、建筑物、柜以及管口处做密封处理。（9）调试运行：①在电气安装工作全部完成后，可进行通电调试运行，首先检查各系统，各部位以及PE线的连接情况。用仪表测量电源电压，把各回路的支路全部断开，摇测主干线绝缘电阻值，满足设计要求后方能通电。② 电机通电试验，首先以不带负荷的单机进行，待正常后方可重负荷试验。电机试验要检查电压、电流、温度、噪音等。照明动力系统试验，干线按系统回路逐步进行，支线按回路进行，照明可分层分回路进行。③弱电部分调试，要配合有关专业队伍进行。④通电中要设专人检查，检查各支路的电流、电压是否正常，有无发热现象，并每2小时进行一次检查，检查情况要作记录。九成品防护措施(一)、主体阶段成品防护１、进行土方工程施工时，必须保证基坑的放坡系数，以免造成塌方。２、人工清槽时挖的土方不能堆放在基坑边，必须全部运走。３、在进行支模和钢筋绑扎时，操作人员要远离基坑边行走，防止踩塌基坑。４、施工过程中必须严格按顺序施工，加强工序管理，做到落手清，操作过程中必须爱护上道工序成品，不得随意损坏。５、进场的大宗材料、半成品应按品种分类，按其要求分别堆放。水泥进场应贮放在防雨、防雪、防潮的水泥库中。钢筋加工半成品进场应按部位分类堆放，并采取防腐、防锈措施。６、钢筋绑扎完毕后，在支模或浇筑砼时，必须搭设专用跑道，运输道，不允许任意在成品钢筋上踩踏，不允许让模板上的隔离剂污染钢筋。 ７、在浇筑砼时，应防止碰撞已支好的模板和成品钢筋，应派有经验的技术工人看护成品模板和钢筋，及时处理浇筑砼中的模板和钢筋的变形问题。８、拆模时，应在砼构件强度达到设计要求后，方可拆除，拆除时应保证砼构件表面的棱角不受损坏，以免影响验收。９、对浇筑完的砼应及时进行养护、防护，不能随意在砼上凿洞。水、暖、电、设备等预留孔洞应事先预留、预埋，不得事后凿洞，如有发现必须严惩。(二)、装修阶段成品防护１、装修工程施工时，应坚持先上后下，先湿后干，先管道试压，灌水不渗漏再粉刷的原则，加强工序管理，做到人人爱护上道工序，不破坏、不污染。室内装修完成后，及时做好防护，防止污染影响交工验收。２、加强门窗成品防护，加强装卸、运输、搬运入库、保管等全过程的各个环节的管理工作，妥善保护、防止变形、变质、变色、损坏、污染等。３、抹灰前需用毡子、麻袋等包裹门框的外露面，严防小推车碰坏门框。使用脚手架、脚手板时要搭设牢固，严防其倾倒碰砸门窗，抹灰时，严禁踩踏已安装好的窗台板，防止损坏其棱角，严禁将灰浆甩抹粘在已安好的门窗框上，粘上后须及时清理干净。４、地面施工时，严禁将灰浆溅到完工的墙面及瓷砖墙面上，注意倾倒高度。严禁小推车碰撞已完工的墙面及阴阳角，及时清理溅到墙面上的杂物、灰浆。 ５、地面装修完工后，严禁在其上拌和砂浆，再搭设脚手架。对于后期粉刷、灯具安装、暖气检修等所用的工作梯架腿要包橡皮或麻布，要铺设保护布。操作人员要穿软底鞋，严禁损坏地面及墙面装饰。在成品后的楼梯踏步上要铺设草袋子，搭设木跳板走道，严防损坏其楞角。６、已安装好的设备管道不得用其作为支撑，不得在其上面挂安全带、绳，放脚手板，严禁随意打开设有临时措施的预留口、地漏等，以防灰浆灌入引起堵塞。７、屋面防水施工时，在未做保护层及防水层未固化前不得穿钉鞋在屋面上随意走动，防止损坏防水层影响防水质量。８、进行室内最后清理时，需洒水清扫地面，在洒水时要注意控制洒水高度，严防水、灰尘污染墙面、门窗等。不得在室内使用小推车，不得从高空抛扔垃圾，防止污染外墙面门扇，砸坏玻璃等。９、交工前，设专人保管钥匙，负责交接登记，操作人员进出需登记，责任明确，奖罚分明，严防损坏、污染成品，严格执行成品防护方案保护成品。（三）水、电、卫成品防护1、管路敷设完毕后注意成品保护，特别是在现浇砼结构施工中，电工配合土建施工关系密切，在合模和拆模时，应注意保护管路不要移位，砸扁或踩坏等现象。2、穿线时不得污染设备和建筑物品，应保持周围的环境清洁，穿线时不得遗漏带护线套管或护口。 1、配电箱安装后，应避免碰坏，弄脏电具、仪表，安装箱面板时应注意保持墙面整洁。2、安装开关、插座、灯具时不得碰坏墙面，要保持墙面的清洁，开关、插座、灯具安装完毕后，不得再次进行喷浆，以保持面板的清洁。3、给、排水管安装完毕后，要用塑料包裹好，防止污染，所有地汛、排水栓、屋顶通气口等到处，用布堵好，防止杂物进入，堵塞管道。4、卫生器具安装完毕后，要用纸壳盖好，防止油漆污染。5、成品安装过程中，加强保卫人员，一旦损坏，照价赔偿。十、消防保卫措施１、建立消防现场组织机构及专职人员责任制。２、配备齐全现场应有的消防设施。３、由主管消防的负责人每月定期组织有关人员检查，对存在的问题，写出整改办法，并定期评比。４、对消防管理人员提出的问题，领导应大力支持并责成专人限期解决。十一、环境保护、文明施工措施(l)施工现场严格执行国家有关环境保护的法律规定。采取有效措施，控制施工现场的各种粉尘、废气、固体废弃物以及噪声、振动对环境的污染和危害。(2)施工污水泥浆不得溢流到运输路面, 应及时排入沉淀池，并保持沉淀池通畅，不得将有沉淀物的泥浆水不经沉淀直接排到城市下水道之中。(3)不得在工地焚烧油毡、油漆等产生有毒、有害和恶臭气体的物质。(4)不准从楼层高处向下抛撒建筑垃圾，采取有效措施控制施工过程中粉尘，禁止将有毒、有害废弃物作土方回填。施工现场建筑垃圾设专门的垃级堆放区，并将垃圾堆放区设置在通风处，用苫布盖好，以免产生扬尘，同时根据垃圾数量随时清运出现场。(5)施工车辆(机具)驶出工地前必须进行清扫冲洗干净，不得污染马路。运输散体材料、流体材料或清运建筑垃圾等，要加盖棚布，不得撒漏飞扬污染市容，建筑垃圾清运到规定的地点卸放。(6)为防止大气污染施工现场道路采用硬化路面，施工时道路随时洒水，防止进出车辆的尘土飞扬。禁止高处倾倒垃圾，污染周围环境，搅拌砂浆需控制投料顺序，防止水泥飞扬。(7)施工建筑外围立面采用绿色高密度密目安全网全封闭围。其中在施工层用专用隔声防尘幕布围挡，以保证降低楼层内风的流速、阻挡灰尘、降低噪声。(8)采用现代化的施工手段，如：采用防水胶合板模板，降低支模时产生的噪音。(9)水泥采用水泥罐存放，以防止水泥粉末飞扬。(10)施工现场选择满足施工照明需要又不刺眼的新型灯具，使夜间照明只照射生产区而不影响休息。 十二、降低成本措施１、施工中加强质量控制，消灭工程质量通病，减少返工损失。２、根据施工进度合理安排人工，合理安排机械、工具，以达到最好效益。３、材料采购按照预算材料计划实行限额领料，坚持“先厂家，后批发，再零售”的采购原则，降低成本。及时回收，合理使用边角材料，降低消耗。４、对班组实行分部、分项经济承包，执行限额领料，节约有奖，超耗有罚的办法。５、合理安排半成品及预制构件存放位置，减少二次搬运费用。６、成立综合作业班组，充分利用现有生产力。７、现浇板采用木质大板，减少内墙及天棚的抹灰量，可降低成本。８、在砼、砂浆中掺入粉煤灰或凯西粉，改善和易性，可有效节约水泥，降低成本。十三、施工平面布置图（见附图）十四、施工网络图　　（见附图）精品文档————————————————————————————————————————————————————————————————————————————————————————————————————————————————精品文档精品资料精品文档 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