北京大学物理楼加建改造工程暖气外线工程--施工组织设计

施工组织设计第一章工程概述一、工程简介1.工程名称：北京大学基金会后院改造暖改造工程2.建设单位建设单位：北京大学基建工程部3.设计单位北京大学建筑设计研究院4.工程位置：北京大学5.开竣工日期：工程工期：天6.工程概况：本工程为北京大学基金会后院改造暖改造工程二、施工总体部署本工程施工顺序是：室外开挖沟槽，钢管保温，然后做热力支架，钢管安装，清洗，打压试验，回填土。（详见施工进度计划网络图，即附表一）第二章工程组织与项目管理一、组织形式：为了更好地为北京大学基金会后院改造暖改造工程进行组织施工，我中心决定为此项工程成立工程领导小组，对整个工程统一协调，进行严格管理。外线工程由我中心具备丰富施工经验的施工队伍进行施工。二、各级人员职责：1、领导小组组长职责：对工程总体部署负责，对工程总体质量负责，执行项目合同中应履行的条款。-13- 1、领导小组副组长职责：负责质量计划的编写，指定施工工艺流程，负责设备与材料加工、定货的审定；负责配合设计人员、甲方技术人员工作，监督质量计划的实施；负责组织施工图纸的会审工作及综合管线图的绘制。2、施工员的职责：参加图纸会审，贯彻质量计划，编制相应的施工方案，对班组进行详尽的技术交底并监督执行，参加分部工程、隐蔽工程验收，及时办理各种验收资料和工程变更洽商。3、质检员的职责：指导督促施工管理人员严格执行418号、558号文件，按要求进行原始资料的积累。负责检查监督班组每一步的施工质量，关键部位要实测实量，对重大质量隐患，有权责令停工返修。4、设备材料员的职责：负责与甲方一起对进场的设备、材料，按合同及规范进行验收，收集合格证明、材质证明等与施工和竣工有关的资料，及时按照施工预算和进度计划组织设备材料进场。5、安全员的职责：负责现场施工的安全，消防工作，发现隐患及时项有关人员提出，出现安全问题向上级安全部门报告；负责检查安全消防技术交底，并监督实施，严禁违章作业。6、班组长的职责：负责班组执行工长技术交底，带领班组严格执行有关质量规范，负责测量、记录工程原始数据。-13- 第三章各项施工计划及劳动力安排一、工程进度计划（见附表一）二、施工劳动力计划技术人员：2人管道工：5人电工：2人起重工；1人电焊工：2人机械工：1人气焊工：1人保温工：2人瓦工：2人木工：1人油工：1人壮工：4人钢筋工：1人维修工：1人三、施工机具计划（见附表二）第四章工程施工方法及技术措施一、管道安装管道施工工艺流程：下管→对口→焊管→分段试压→保温（管身）→设备安装（设备）→总试压→冲洗→试运行1.1钢管保温层加工本项工程管材为无缝钢管保温为聚氨酯发泡保温，高密度聚乙烯保护管，管中管结构。选择具有可靠施工质量、施工工艺先进的厂家进行钢管保温层的加工。下管前，应根据施工现场情况制定详细的排布方案，争取在吊车下管时一步到位，减少钢管的二次倒运。吊车下管时，应有经验丰富的管理人员现场指挥，吊装过程中，吊臂下严禁站人，并注意保护无缝钢管的保温层不受破坏。1.2对口及焊接管道焊接工艺：（1）-13- 本工程的管道属于压力管道的范畴，所以在工艺方面，焊接是压力管道施工的关键工序。（1）焊接方法：本工程无缝钢管焊接方法采用手工电弧焊单面焊接双面成型的方法进行。（2）焊接材料：根据国际GB5117-85，选用E4303焊条。焊条烘干温度为150～2000C，烘干时间为1～2小时，在1000C的温度下保温，随用随取。焊药应无脱落和裂纹。（4）焊接前的准备：焊缝的位置应合理，便于操作，两道焊缝间的距离不小于管子外径。焊缝的坡口加工宜采用机械加工的方法，也可用氧乙炔火焰切割。坡口内外20mm范围内的油漆锈垢，氧化层等杂质要清理干净，见到金属光泽。焊缝的管口错口值不超过管壁厚的20%，且不大于2mm。焊口组对时不得用强力，防止焊口变形。（5）焊接工艺要求：在焊件表面不得进行引弧和试验电流。收弧时将弧坑填满，多层焊的层间接头应错开。点固焊采用的焊接材料和工艺要求，与正式焊接相同。点固焊缝高度为2～4mm，焊缝长10～30mm，间距100～300mm。对口程序：检查管口尺寸→清扫管膛→配管→确定纵向焊缝错开位置→第一次管道长找直→对口间隙尺寸→对口错口找平→第二次管道找直→点焊。安装前，检查钢管质量，钢管的直径、壁厚要符合设计要求。有裂纹、起皱及腐蚀严重的钢管严禁使用，焊接前，应将焊口两侧不小于100mm范围内的铁锈、污垢、油脂等清除干净，使呈现金属光泽。管子对口必须先修，使管口端面、坡口角度、钝边符合要求，管子端面与管中心线垂直。对口时，两管纵向焊接错开的环向距离不小于100mm。纵向焊缝必须避开滑动支架。焊工必须有高压容器焊工证，电焊条的技术性能符合要求，焊缝的焊接层数、焊条直径、电流强度应根据被焊钢管的厚度、坡口和焊口位置决定；采用单面焊接双面成形，多层焊接，第一层焊接缝根部必须均匀焊透并不得烧穿，焊接以后各层时应将前一层的溶渣清除干净，盖面时，焊缝宽度应焊出坡口边缘2mm，并高出2～3mm-13- 。每道焊缝焊完后应清除溶渣，进行外观检查。保证焊缝宽窄均匀、表面光滑，宽度及加强面高度均符合规范要求。焊口必须按规定频率进行探伤检验，合格后，方可进行分段试压。1.3固定支架安装①按照设计图纸做好垫板和角板。②垫板和角板安装应垂直，与管子接触面严密。③垫板的立面垂直于管子中心线，角板的竖向中心线通过管子的圆心。④角板未端距管道的横向焊缝不小于50mm，且不得焊在纵向焊缝上。1.4导向支架安装①按照热伸长方向定好导向板的偏心安装方向。②支架的弧型板尖与管道表面贴实。③支架不得焊在纵向焊缝上，其顶端距管道横向焊缝的距离不得小于150mm。④横担的顶面应紧靠在滑板上，不得有悬空现象。⑤安装滑动支墩时，支墩的坡度与管道坡度一致，滑墩底面应凿毛并满铺水泥砂浆，稳实。1.5阀门安装①阀门必须有出厂合格证。②阀门的规格、型号、方向应与设计图纸一致。③法兰盘无砂眼、裂纹、水线清晰完好，管子应插入法兰厚度的2/3，内外焊接牢固。④螺栓应清除铁锈和污物，涂刷上机油，紧螺栓时应对称均匀拧紧，螺栓露出螺帽至少二扣。1.6管道、支架及小室内附件的防腐管身防腐由厂家完成，焊口防腐采用防锈漆，防腐时应清除焊口表面锈迹与污垢，使其呈现出金属光泽。（1）用除锈机或砂布将钢管表面的铁锈、油污、尘土清扫干净，露出金属本色。（2）除锈完毕，及时刷第一层底漆。（3）除锈刷油质量标准：序号项目质量标准1除锈铁锈全部清除干净，颜色均匀，露金属本色2刷油颜色光泽，厚度一致，无起褶、起泡、漏刷1.7支架制作安装1.7.1.加工长度结合结构尺寸,使用时须调直、找平，按设计要求组焊成型。1.7.2.支架安装时先测量定位，保证挡板、肋板垂直、平整，与管子接触面吻合，间隙符合规范要求。-13- 1.7.3.导向支架安装前要先找正管道的中心位置，保证其刚度，运行时不得弯曲，滑板方向必须正确并与支架槽钢留2毫米间隙。1.7.4.所有结构内管道附件、爬梯等均作防腐处理。1.8设备及附件安装1.8.1阀门及钢管附件位置严格按施工图进行。1.8.2波纹补偿器安装：在安装前应根据实际需要，进行1.25～1.5倍工作压力的水压试验。波纹管与其他构件相比，强度和刚度都较差，在吊装和运输时要十分谨慎小心，出厂前要装好拉杆及吊装附件。1.8.3当波纹管安装后卸下波纹管上的临时加固螺栓。1.8.4阀门种类、规格型号符合规程、规范要求。1.8.5所有阀门安装前按制造厂标定的压力逐个做水压试验，合格后再安装，不能用系统整体试压来检验阀门质量。1.8.6阀体强度的试验：试验压力为公称压力的1.5倍阀体和填料处无渗漏为合格。1.8.7严密性试验：试验压力为公称压力，阀芯密封面不漏为合格。1.8.9阀门安装和手柄方位将根据现场情况进行安装并使其便于安装和操作。1.9管道试压1.9.1管道进行1.5倍工作压力分段试压，试压时先升压进行检查，10min无渗无漏，然后降至工作压力，用1Kg的小锤在焊缝周围对焊缝逐个进行敲打检查，在30min内无渗无漏且压力降不超过0.02Mpa即为合格。1.9.2管道总试压在管道、设备等均已安装完毕，固定支架等承受推力的部位达到设计强度后进行，试验压力为1.25倍工作压力，管道内的压力升至试验压力并趋于稳定后应详细检查管道、焊口，管道及设备等有无渗漏，固定支架是否有明显的位移等。在1h内压力降不超过0.05Mpa即为合格。1.9.3试压过程中，盲板后不得站人；不得带压力补焊或作其他焊接操作；试验压力超过0.4Mpa时，不得再紧法兰螺栓。2.回填土2.1回填土采用细砂及好土，注意控制含水量，每层虚铺厚度为200-250mm，不得使用渣土和腐蚀土，管道两侧同时进行。密实度要求执行市政工程施工技术规程的有关规定。2.2填砂应在水压试验合格后，对焊口进行发泡保温处理后进行，砂的粒径为0.5-2.0mm不应有尖角的颗粒，并安放标志带。3.管道清洗3.1管道冲洗由设计、施工、管理单位共同制定方案，成立冲洗领导小组，负责冲洗过程的组织，技术安全等全面工作。-13- 3.2管道冲洗时间每次不超过2h为宜，冲洗时进行检查，发现问题及时处理。3.3冲洗水出口水色和透明度与冲洗水进口一致时，即为合格。第五章依据的规范标准一、文件1.国家的有关法律、法规、标准、规范。2.企业的有关标准、要求。3.设计图纸及招标文件。二、管道安装标准1.GB50235-97《工业金属管道工程施工及验收规范》2.GB50236-98《现场设备、工业管道焊接工程施工及验收规范》3.GBJ126-89《工业设备及管道绝热工程施工及验收规范》4.GB50275-98《压缩机、风机、泵安装工程机验收规范》5.91SB1、3、5、9《建筑设备施工安装通用图集》三、建筑工程施工标准1、GBJ300-88《建筑工程质量检验评定统一标准》2、GBJ301-88《建筑工程质量检验评定标准》3、建筑分项工程施工工艺标准相应子目4、建筑修缮工程施工技术手册相应子目第六章雨季施工安排1、雨季施工措施前首先做好防洪排水工作，如排水沟的设置、洼地疏水、集水带排引、汇水坑、集水井的挖设、抽水机的配备、机械停放位置、材料的堆放等一定做好、做实，尤其是水泥，一定放入水泥库或棚内，严防受潮、水浸而变质报废。2-13- 、检查库房、车辆机具停放场地、生产设施是否都设在最高洪水位以上地点或高地上。3、修建临时排水设施，保证雨季作业可能被洪水淹没场地能及时排除地面水。4、储备足够的工程材料。5、管道基础施工时，做好周围的截水、排水准备工作，减少降雨对施工的影响和损失。第六章安全技术措施一、中心安全工作方针方针：安全第一、预防为主。二、安全措施1、各项施工方案要分别编制安全技术措施，以书面形式项施工人员交底。在任何情况下不得违章指挥和违章作业。2、进入现场必须严格遵守现场各项规章制度，工长对施工人员要做好工程介绍和现场安全教育。进入现场必须戴安全帽。3、凡两米以上高空作业需支搭脚手架，工长要事先提出支搭架子的要求。高空作业必须系安全带。4、使用的脚手架，使用前必须认真检查架子有无糟朽现象，有无探头板，施工区域周围应及时清理障碍物，防止钉子扎脚或其他磕碰工伤事故。5、暂设用电必须符合安全用电100条的规定，凡手持电动工具的使用必须通过漏电保护装置，施工照明用电必须使用36V低压电。潮湿地点作业必须穿绝缘胶鞋。6、现场起吊设备或材料时，要注意避开高压电线，防止触电。7、施工机具要有防雨罩或置于遮雨棚内，电气设备的电源线要悬挂固定，不得拖拉在地。下班后要拉闸断电。8、生产班组每月要进行两次以上的班组安全活动并有记录。查隐患、查漏洞、查麻痹思想。要经常不断的进行安全教育。-13- 一、保卫工作1、选好库区、料场位置、仓库门窗要坚固、严密，门锁插销要齐全。料工离库上锁，库房建立严格的管理制度。2、要求仓库管理人员加强责任心，办事认真，收发料具时要坚持认真登记、清点的制度。3、库房电源控制必须设在外面，下班后断电。库房门一律向外开。4、贵重器材和设备应指定专人保管，严格领用、借用、交接手续。5、班组工具、量具有专人负责，下班后要锁入防盗工具箱内。二、消防工作1、建立施工现场临时消防组织，专职消防人员经常进入现场巡回坚持，如有特殊情况应与有关部门及时联系。2、严格执行现场用火制度，主动接受现场消防警卫人员的检查，电气焊用火前应先办理用火手续，并设专人看火，看火人员应具备有足够的消防工具。电气焊工要经常坚持电气焊工具是否漏电、漏气，以防易燃易爆等不安全因素的产生。遇五级以上风时，禁止使用明火作业。3、为了便于消防工作的管理，氧气和乙炔气要集中保管，用火时也应远离乙炔氧气瓶，气瓶存放地点要防止爆晒。4、仓库、料场应配备足够的消防器材。对易燃材料要集中管理，并设有明显标志，严禁在消防栓周围堆放设备材料，以确保消防设施道路的通畅。各施工小组工具房内不得存放汽油、煤油等易燃材料。第七章文明施工措施1、认真贯彻国家关于文明施工的要求，推行现代管理方法，科学组织施工，做好施工现场的各项管理工作。2、机械按规定的位置行驶和停放，不得任意侵占场内其他位置。3-13- 、保证现场道路畅通，排水系统处于良好使用状态；保持场容场貌整洁，随时清理建筑垃圾；在车辆、行人通行地方施工应设置沟井坎穴覆盖物和施工标志。4、在施工场地设置围档，非施工人员不得擅自进入施工现场。5、在保障工期的前提下，尽量采取降噪等措施，以保持原有的优良环境。北京大学供暖中心2012-6-8-13- 附表一：施工进度计划表项目名称1-23-66-89-1111-1415-181920挖沟槽拆盖板支架安装管道防腐管道安装管道保温盖板安装回填土清运渣土清理现场-13- 附表二：主要施工机具计划表序号机具名称机具规格、型号单位数量备注01交流电焊机台402台钻台103砂轮锯台104卡钳表块105兆欧表块106万用表块207手动葫芦1-2t台408手动葫芦2-5t台409卷扬机5t台210电锤台211手电钻台112冲击钻台113煨弯器台114开空器台115电动套丝机台116电动试压泵台117水准仪台118钢直尺-/20mm把219钢直尺-/1000mm把220钢卷尺-/2m把1521钢卷尺-/30m把122空气压缩机台123汽车辆124压力表块425电镐台126搅拌机台127振捣器台128打夯机台129云石机台130手推车辆531、精品资料-13- 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