广东茂名万m高密度板项目施工组织设计

投标文件（第二册：施工组织设计）项目名称：广东茂名年产20万立方米中、高密度纤维板项目安装工程投标内容：设备安装工程投标单位：中国林业机械电力设备安装公司二○○三年十月三十日 施工组织设计审批表编制：二○○三年二月五日审核：二○○三年二月五日批准：二○○三年二月五日施工单位：中国林业机械电力设备安装公司二○○三年二月五日 目录1.工程概况……………………………………………………………12.编制依据……………………………………………………………33.施工准备工作计划…………………………………………………44.施工组织机构及劳动力计划、资源计划…………………………75.施工进度计划………………………………………………………116.工程质量技术依据…………………………………………………137.技术质量保证措施…………………………………………………158.工期保证措施………………………………………………………189.降低工程造价措施…………………………………………………1910.施工现场平面图及道路图…………………………………………2011.安全生产防护措施…………………………………………………2212.雨季施工措施………………………………………………………2413.文明施工，减少扰民降低环境污染和噪声的措施………………2514.各专业交叉作业施工方案…………………………………………2615.主要专业施工措施及施工方法……………………………………2816.生产线设备调试方案(大纲)………………………………………6017.附表1拟承担此项目的项目经理等主要管理人员简历表………6118.附表2配备安装队伍的名称、人员构成及业绩一览表…………6919.附表3采购、交货、验收、入库及检验程序……………………7020.施工组织大纲和本工程主要考核目标……………………………7221.我公司在纤维板生产线设备安装方面的经验……………………73 1.工程概况1.1.工程名称：广东茂名年产20万m3中、高密度纤维板项目安装工程。1.2.工程地址：广东省茂名市1.3.工程性质：新建工程项目。1.4.质量要求：优良工程。1.5.工程范围：招标书规定范围内所有设备、管道、电气、控制、保温、钢结构、干燥系统和气力输送系统的非标制作安装，配合设备生产厂家及建设单位进行调试、联合试生产；以及厂区所有水、电、管线的安装。1.6.工期要求：总工期为180日历天1.7.工程承包方式：包工包料（不含主材）。1.8.工程规模与特点：年产20万m3中、高纤维板生产线设备：水洗工段、热磨工段、纤维干燥工段、调施胶工段、预压工段、连续平压热压工段、素板处理工段和砂光工段。中、高密度纤维板生产线辅助工程部分：空气压缩系统、主车间的消防水系统、热油炉系统、制胶车间设备、主车间的变配电系统。以上工段安装工程包括进口主生产线设备、国产配套设备、通风除尘系统设备安装；支架、梯子、栏杆、平台制作安装；通风除尘管道制作安装；旋风分离器、非承压容器等非标设备的制作安装；压缩空气、给水管道和蒸汽管道等工艺管道安装；电控系统的安装；设备、支架、平台、栏杆、扶梯、管道等刷油、防腐和保温。厂区所有水、电、管线的施工本工程主生产线设备引进德国DIEFFENBACHER公司设备，木片制备及纤维制备设备引进得国PALLMANN公司设备；切割线引进得国ANTHON公司设备；砂光线引进瑞士STEINEMANN公司设备；能源工厂引进比利时VYNCKE公司设备。国内配套制胶设备等。7 1.1.承包承诺1.13.1.工期承诺：诺我单位中标，我们一定按甲方要求在规定日期内完成此工程。并争取提前达到此目标。1.13.2.质量承诺：诺我单位中标，我们坚决严格执行GB/T19002《质量体系，生产安装和服务质量保证模式》的质量管理标准，单位工程均达到优良标准。1.13.3.服务承诺：按建设单位提出要求后，在保修期内派专人负责，接到通知后在2天内到达现场。在超过保修期时，我单位将定期进行工程质量回访，由生产副经理带领工程部、质监部及有关人员对已完工程进行工程质量问题反馈回访。竣工资料的编制，装订保证符合档案馆资料贮存要求。7 编制依据本施工组织设计是依据建设单位提供的招标文件及向建设单位咨询情况和设计图纸，根据国家各行业现行的工程建设施工验收规范标准文件，并结合我公司的技术力量和机械装备状况，参照以往26套人造板安装施工经验，综合本工程的特点及工期质量要求的基础上编制的由于设计图纸不完善，我公司编写的施工组织设计难免存在一定的问题，敬请建设单位对本设计方案予以评审，未尽与不妥之处予以指正，期望工程在甲乙双方密切协作配合下，取得顺利进展。7 施工准备工作计划3.1.施工组织机构准备(施工组织大纲)我公司将派具有资格、有同类工程施工经验、施工组织能力强的人员担任此工程负责人，负责现场生产施工、技术管理，物资管理，安全文明施工等。根据此工类的特点，在施工现场设置项目经理、副经理、主任工程师各一名，组成本工程施工领导班子，项目经理负责全面工作，副经理具体负责现场生产安全工作，主任工程师负责此工程技术物质工作，并派具有专业技术资质的各专业人员担任相应专业的技术工作人员，指导监督相应专业的施工及质量管理。3.1.1.项目经理等人员资质业绩情况(见附表1)3.1.2.配备队伍名称人员(见附表2)3.1.3.调试人员组成3.2.施工临时设施准备3.2.1生产性临时设施：根据该工程的施工需要及施工特点，现场拟设立：3.2.1.1.钢材堆放场地3.2.1.2.设备、零部件、管件存放库。3.2.1.3.铆工平台3.2.1.4.工具库3.2.1.5.现场办公室3.2.1.6.管道化学清洗临时平台。3.2.2生活性临时设施职工生活设施敬请建设单位协助解决。施工能力供应准备3.2.1.7.7 施工临时电源由建设单位负责提供380V容量500KVA电源，低压侧线路由施工单位架设使用，电源线路装设总开关并加计量装置，各支路装自动空气开关，作支路过电流保护，每个支路取电源处装设漏电保护器。3.1.1.1.施工用氧气、乙炔、水泥、碎石、木材等施工材料均在当地解决。3.1.1.2.施工现场消防水、施工用水在现场就近取用，若条件允许可接支管路。3.2.技术工作准备熟悉施工图纸，核对所得到的全部数据及图纸的准确性，配合设计部门对全部图纸进行设计交底和图纸会审，组织各专业技术人员要精确掌握设计意图，设计标准及要求。3.3.1施工资料准备3.3.1.1施工图纸3.2.1.1.施工验收规范3.2.1.2.质量验评标准3.2.1.3.安全操作规程3.2.1.4.施工预算定额3.2.1.5.各种记录表格3.2.1.6.各种标准图集及有关文件3.3.2施工方案准备（采购、验收、入库及检验程序见附表3）组织有关人员对本工程重点工序进行施工方案编制，并在施工前向有关施工人员进行安全技术交底。3.3.2编制计划3.2.1.7.试验检验计划3.2.1.8.物资交付，采购计划3.3.1.9设备交接计划3.2.1.9.生产进度计划7 3.1.人员物资、机械的准备3.4.1根据该工程的特点，组织各专业人员迅速到达施工现场，并进行施工前的安全教育，技术交底，同时搞好暂设工作，建立完善生产、生活设施。3.4.1物资部门积极进行施工材料的组织采购进场工作。3.4.2所有机械包括焊接设备、施工设备、起重吊车等迅速组织进场，所配机械要能满足施工最高峰时的需要。3.2.材料、工具、检测用具的准备施工前对本工程所需的材料进行各项检测并出具报告；工具要逐个检查其数量和质量性能；所用检测用具使用前必须经过检测部门的检测校定后方可使用。7 4.施工组织机构、劳动计划及资源计划4.1.施工组织机构：如下图工程总负责项目经理项目副经理主任工程师物资设备部生产技术质量部钳工班铆工班焊接班油漆防腐班电气班起重运输班管道班财务部4.2.劳动力需用计划：如下表工种、级别按工程施工阶段投入劳动力情况施工准备阶段施工阶段施工高峰阶段施工收尾阶段单机调试阶段联合试运阶段钳工六级418201284铆工六级312254管道工六级2610222电工六级3812664焊工六级2615222保温、防腐14102起重工六级13511司机44542注：开工前部分劳动力到位做准备工作，厂地布置临时电源敷设，食宿安排，开工后根据施工计划合理安排劳动力，根据工期，设备到位情况劳动力可作调整。7 4.3劳动力分配曲线图人1009080706050403020100102030405060708090100110120130140150160170180190200天79 4.4.资源计划4.4.1.施工机械计划序号机械或设备名称型号规格数量国别产地制造年份额定功率KW生产能力备注1汽车起重机NK4502日本94年20045T2汽车起重机QY251国产95年18025T3汽车起重机QY201濮阳94年13020T4载重汽车CA10911长春93年1005T5载重汽车1捷克86年12017T6卷扬机10124天津445T7交流电焊机BX3-33012国产1388直流电焊机ZXG-3008国产489钻床70161国产92年210剪板机QA3-1201国产11卷板机WA16-2500A1国产12等离子切割机1GKB-1001国产13X光探伤机25051国产14无齿锯2国产15试压泵ZDS-Y120/251国产16空气压缩机PH-101国产79 4.4.2.施工机具序号名称规格及型号单位数量1角磨机φ150，φ200台62手拉葫芦2T，3T，5T台83千斤顶5T，10T，50T台84经纬仪台15水准仪台16框式水平仪台27条式水平仪台28水平尺个129游标卡尺个410千分尺个211吹风机个212氧气表块813乙炔表块814电缆盘配线2.5mm2盘315烘干箱台116保温桶个1017弯管器台118欧姆表块119万用表块279 5.施工进度计划5.1.开工前，管道清洗平台搭设、铆工平台搭设、临时电源敷设、物质材料仓库、小型工具仓库、耗材仓库、临时休息室、现场办公室、安全广告牌、食宿安排等工作就序。5.2.安装工程计划有效工期为180天(日历天数),工程量大,并且部分工程与调试、土建交叉施工,针对这种情况公司组织了有多年施工经验的技术人员认真勘察理论现场，反复察看图纸，对现场施工方案、进度、劳动力、施工机械计划进行了认真的安排和制定。79 79 6.工程质量技术依据6.1.技术依据：1）、《机械设备安装工程施工及验收通用规范》GB50231-982）、《工业技术管道工程施工及验收规范》GB50235-983）、《通风与空调工程施工及验收规范》GB50243-974）、《起重设备安装施工及验收规范》GB50278-985）、《电气装置安装工程电气设备交接试验标准》GB50150-916）、《电气装置安装工程电缆线路施工及验收规范》GB50168-927）、《电气装置安装工程接地装置施工及验收规范》GB50169-928）、《电气装置安装工程旋转电机施工及验收规范》GB50170-929）、《电气装置安装工程盘、柜及二次回路结线及施工验收规范》GB50171-9210）、《电气装置安装工程低压电器施工及验收规范》GB50254-9611）、《电气装置安装工程1KV及以下配线工程施工及验收规范》GB50258-9612）、《现场设备、工业管道焊接工程施工及验收规范》GB50236-9813）、《连续运输设备安装工程施工及验收规范》GB50270-9814）、《制冷设备、空气分离设备安装工程施工及验收规范》GB50274-9815）、《压缩机、风机、泵安装工程施工及验收规范》GB50275-9816）、《施工现场临时用电安全技术规范》JGJ46-8817）、《建筑工程电气安装图》18）、《管道支吊架》GB/T17116.1~3-9719）、《钢结构制作安装施工规程》YB9254-9520）、《混凝土结构施工及验收规范》GB5204-9221)、《木材加工设备安装工程施工及验收规范》LY5207-9322）、《人造板设备安装工程施工及验收规范》LY5218-9379 23）、《工业设备及管道绝热工程施工及验收规范》GB1263.1.质量评定依据：1）、《工业设备及管道绝热工程质量检验评定标准》GB50215-942）、《钢结构工程质量检验评定标准》GB50221-953）、《工业安装工程质量检验评定统一标准》GB50252-924）、《工业金属管道工程质量检验评定标准》GB50184-935）、《通风空调工程质量检验评定标准》GBJ304-886）、《建筑安装工程质量检验评定标准》GBJ300-8879 7.技术质量保证措施7.1.质量管理措施7.1.1建立该工程质量保证体系：在公司的领导下，项目经理是本工程的质量第一责任人，主任工程师为本项目质保工程师，组成以设备、管道、电气仪表、焊接、物质、质检等专业技术人员为专业质量责任工程师的质量保证体系（见下图），对所属工程质量进行监督，实施质量保证预防，置工程质量于控制之下，对工程全过程进行监控。项目经理主任工程师各专业工程师生产班组物资责任人质检员公司总工程师公司质量监督部对施工人员要进行强化质量教育，提高质量意识，反复强调宣传工程重要性，主要技术要求和工艺技术难点，明确质量责任，落实质量管理细则。7.1.2普及GB/TI9002-ISO9002《质量体系、生产安装和服务质量保证模式》教育，使全体职工都能按此体系监督、控制全过程生产活动。7.1.3在施工中，要严格检查工程质量，加强现场管理。此外，还要加强与工程监理单位的联系，密切合作，监督工程质量，接受建设单位、厂家指导人员、监理单位的检查与指导。79 7.1.4.质量控制措施：要做到全体施工人员进行质量控制，要在安装的全过程过程做好质量控制。7.2.1施工准备阶段的质量控制7.2.1.1熟悉掌握本工程施工图纸，设备厂家技术文件及适用于本工程的国家有关施工验收规范、质量检验评定标准。7.2.1.2由专业技术人员编制好施工技术措施，施工方案，质量标准经质保工程师审批后于施工前向施工人员进行交底。7.2.1.3做好设计交底及图纸会审工作。7.2.1.4组织特殊工种技术培训，操作资格审查或考核。7.2.1.5施工机具、试验设备、测量仪器和计量器具的检查、核验工作。7.2.1.6原材料、成品、半成品使用前的检查确定。7.3..安装前质量控制措施：7.3.1做好本工程使用的测量仪表、仪器的检验工作，检验结果要符合标准要求。7.3.2设备质量控制：会同建设单位、厂家指导人员、监理单位依据设计对到货设备型号、规格、性能、合格证、随机文件进行检查，杜绝不合格设备投入安装。7.3.3材料质量控制：材料采购前对分供应方进行物质考核，对不具备生产能力质量保证的，有疑问的生产厂家的材料不许购入，购入的材料必须有质量证明书及材质报告单，对购入的钢材、水泥、电焊条必须进行二次复验，不合格的产品严禁用于工程，焊接材料使用前必须进行烘干处理，没有经烘干处理的焊接材料不许用于工程。79 7.3.4设备基础质量控制依照GB5204-92《混凝土结构施工及验收规范》，GB50321-98《机械设备安装工程施工及验收规范》，设备安装设计图纸，随机图纸文件的要求对设备基础进行详细复测，单台基础尺寸或相互间有联系尺寸均应符合要求，其中大型及主要转动设备基础需有土建施工单位提供的强度合格报告，经见证后才可进行设备就位安装，设备基础由建设单位组织办理移交手续，我方积极配合。7.4.施工过程质量控制措施：7.4.1抓好关键工序的质量控制，依照工艺方案中工序质量控制环节控制点（见附图）严格检查，达到标准，专业质量责任工程师要经常检查，不合格的工序不得进入下一工序施工，必须即使处理结束。7.4.2注重施工过程中材料质量控制，保证施工材料符合标准要求。7.4.3抓好质量责任人员的检查和严格监督施工人员执行施工规范，做好隐蔽工程检验、签证工作，做好安装记录。7.4.4单机试运质量控制措施：做好单机试运前的检验和试运记录。7.5工程竣工质量控制措施：7.5.1抓好质量评定工作，按国家有关工程质量检验评定标准验证。7.5.2完善各设备、系统、管道等安装记录：达到标书的规定和有关的施工及验收规范规定的内容，由施工专业技术人员具体管理，经工程监理和建设方代表认可。7.5.3工程质量评定：组织编订好质量评定书，报请当地工程质量监督部门核定。79 8.工期保证措施：8.1.本工程在施工过程中要严格按施工进度计划进行施工，把握住进展情况及相关施工程序，遵照开、竣工日期合理组织生产，确定正确的施工程序及施工措施和方案。配备充足的劳动力资源，施工机械要满足现场施工最高峰时的需求。8.2.工程开始前，暗敷电缆管如需与土建施工单位配合施工，我单位将提前进入现场，积极与建设单位、监理单位协商，配合土建施工单位逐级敷设电缆管，此工程要严格控制，保证工程在质量和进度上完美结合，决不允许违章作业和自行其事。8.3.在保证安全的前提下，为缩短非有效工作时间，赶时间抓进度，土建工程、设备工程、电气工程、管理工程要采取上下、厂内外交叉立体作业。采取全员责任管理，为准确控制工程进度，以每日为一个施工进度检查点，3天为一个控制期，分公司经理派专人督察，全天候检查施工进度，在办公室列出实际施工进度横道图，与计划进度对比分析，找出影响进度的因素，好的大力推广实施，坏的因素要控制杜绝重新出现。79 9.降低工程造价措施：9.1.充分做好工程施工前技术准备工作，组织施工人员熟悉施工现场和施工图纸，组织工程技术人员进行自审和会审，编制施工方案并在施工前问施工班组进行技术交底，对交叉作业各工种应进行综合图纸会审，对发现的问题及时通知设计部门和监理单位，以便及时得到处理，科学安排人力、机械、器具。9.2在施工过程中按公司已经形成的ISO9002的程序文件、质量手册、作业指导书的规定对施工全过程进行质量控制。9.3对各特殊工种以及其它工种的施工人员技术水平进行控制，保证施工质量，避免造成返工浪费。9.4对安装设备、材料妥善进行保管，避免因保管不善造成的浪费。9.5加强材料计划、采购环节的管理，施工现场严格实行限额领料单制度。9.6充分发挥机械化作业，利用先进的施工机具，施工工序紧凑合理，缩短工期，降低造价。3.79 10.施工现场平面图及道路图79 10.2临时设施布置及临时用地表用途面积(m2)位置需用时间非标制作平台120原料厂6个月现场办公室30车间内6个月临时材料库300原料厂6个月小型材料库40车间内6个月合计49079 11.安全生产防护措施：11.1.树立安全第一、预防为主，防管结合，专管与群管相结合，加强预测预控。做到安全施工，无重大伤亡事故，杜绝重大设备，火灾事故和重伤事故，杜绝高空坠落，高空落物和触电伤亡事故。确保轻伤小于千分之八。11.2保证体系：建立班组、工地、公司专职管理机构组成的三级安全管理网络。明确公司经理为公司第一安全员，工地（分公司经理）为工地第一安全员。班组长为班组第一安全员。班组设置兼职安全员，工地设专职安全员，公司工程部为公司安全职能机构，负责安全管理工。加强工地、公司部（室）、部门的安全监督网络，加强对工地各职能组安全职能监督，监督网络隶属公司工程部领导。11.3保证措施：11.3.1认真贯彻“五同时“，在计划、布置、检查、总结、评比生产任务的同时，计划、布置、检查、总结、评比安全计划。11.3.2每月安排生产计划的同时，有针对性对施工计划安排安全工作计划（安全方针、目标、措施、安全控制重点）。11.3.3每周召开调度工作会议同时，总结上周的安全工作情况，并布置本周安全工作计划。11.3.4根据工程进展情况，组织阶段性安全联合大检查，对不安全情况限期整改，并有整该报告，落实到每个班组部门和人员上。11.3.5安全措施要做到标准化。即高空作业标准化，临时施工用电标准化，空洞盖板、临时防护设施标准化、安全宣传标志标准化。11.3.6贯彻与经济挂钩的安全工作责任制，做到纵向到底，横向到边，安全工作，人人有责。79 11.3.7在启动试转阶段，落实启动试转组织安全机构，严格执行电气作业票，热力机械设备工作票和修复检申请单制度。11.3.8做到施工现场文明施工，下班后，清扫每个承包班组的地段，并做到各施工电线、焊接电缆线、施工机具、边角料整齐，干净美观。11.3.9严格遵守建设单位厂区和施工现场的防火、动火制度，施工现场、工具库、临建生活区设置防火砂箱，泡沫灭火器及有关防火器具。79 12.雨季施工措施12.1雨天作业尽量安排在室内作业，积极收听当地的天气预报，合理组织生产活动，掌握近期天气变化情况。12.2室外作业场地应加设防雨棚，保持作业地面干燥，无积水坑。12.3在室外作业要有可靠的防滑和防水措施，施工人员要带雨具穿雨靴戴绝缘手套进行施工。12.4雨季施工时，现场要保证能够正常施工，避免防雨、防潮设备、机械被雨淋，并防止触电和漏电，加设防雨棚和防雨罩。12.5雨天作业时，必须保证过桥和登高的通道正确搭设，使用前经安全员的检查认可后方可使用，不得随意搭设临时通道。12.6拉合刀闸要带干燥的绝缘手套，身体正面避开刀闸。12.7加强室外未完工程的管理，避免不洁物、杂物进入工程系统中。79 13.文明施工，减少扰民降低环境污染和噪声的措施13.1文明施工：树立一级施工企业良好形象，出入场区，穿统一工作服，不与甲方人员、建立人员顶撞，不发生和社会闲杂人员打架等违法现象，切实做好施工现场的文明施工，及时清理现场，做刀工完场净，不在现场的墙壁和设备上乱涂乱画，边角废料要及时清除，施工垃圾做到每日清除并运送道指定地点。13.2减少扰民降低环境污染和噪声的措施：13.2.1减少夜间作业，夜间作业时尽量采用噪声小的工序进行。13.2.2施工现场搭设临时厕所，不许随地大小便。13.2.3生活垃圾要及时清除并送到指定地点，不许乱扔、乱放。13.2.4施工用的材料、设备、机械要集中摆放，派专人统一管理。材料堆放要整齐、明确。废边角料要集中管理，随时清理，做到场地清洁干净，不乱占场地，缩小环境污染面积。13.2.5施工现场粉尘、噪声进行防范及采取一定的防护措施，做到便民不扰民，保证施工期间的安定。13.2.6禁止非有关人员进入施工现场和生活临时设施处，杜绝不安全的隐患。13.2.7分公司定期检查、指导、监督文明施工的执行情况，限期整改，做到文明管理。79 14.各专业流水、交叉作业施工方案针对本工程施工工期短、质量要求高的特点，在保证施工质量、施工安全的前提下，为确保工程得以顺利竣工完成，拟采取各专业流水交叉的作业方式，主要有以下几个方面：土建与安装工程的流水交叉作业施工；土建与电气工程的流水交叉作业施工；电气与设备安装工程的流水交叉作业施工；管道与设备安装工程的流水交叉作业施工。14.1土建与安装工程的流水交叉作业施工交叉作业前，施工负责人应组织交叉作业各方及有关人员，商定相互间的施工范围及安全注意事项。各工序及施工场地应尽量错开。各工序应密切配合，减少干扰。无法错开的垂直交叉作业，层间必须搭设严密、牢固的防护隔离设施。14.2土建与电气工程的流水交叉作业施工各暗敷设电缆管必须配合土建施工单位进行预敷，为此我们公司将派遣电气施工人员提前进入施工现场，在建设单位、监理公司的统一指挥下，与土建施工单位积极配合，安排好合理的施工程序，做到土建施工到那里安装配合到那里，避免重复施工及返工。各电缆保护管，电缆沟洞也应在土建施工前进行完毕。14.3电气与设备安装工程的流水交叉作业施工电气施工应打破以往的施工惯例（在设备全部安装结束再进行电气工程），在设备安装过程中既可进行线路敷设，设备安装结束后立即进行接线、校线，并接临时电源进行分部试运转。桥架的安装亦应伴随设备的安装同时进行，形成以设备为中心上下、左右、前后的立体交叉电气施工网络，确保联合试运行的进行。14.4管道与设备安装工程的流水交叉作业施工79 管道安装可在施工图的指导下提前进行自由端管道的安装并做好保护措施以防杂物进入，待连接设备找正后，继续进行封闭管段的安装，与设备无重要联系的管道可提前进行。79 15.主要专业施工措施及施工方法15.1开箱检查和保管15.1.1设备开箱应在建设单位、监理单位、外方专家等有关人员参加下，按下列项目进行检查，并做出记录。15.1.2箱号、箱数以及包装情况15.1.3设备的名称、型号和规格15.1.4装箱清单、设备技术文件、资料、专用工具及附件。15.1.5设备有无缺损件，表面有无损坏和锈蚀等。15.1.6设备及其零部件和专用工具，均应妥善保管，不得使其变形、损坏、锈蚀、错乱或丢失。15.2设备基础检查15.2.1设备基础的位置，几何尺寸和质量要求，经检验应符合《钢筋混凝土找程施工及验收规范》、设计图纸随机文件的规定要求，并应有验收资料或记录。设备安装前进行复检。15.2.2设备基础表面和地脚螺栓套管及地脚孔中的油污、碎石、泥土、积水等均应清除干净并做好防腐；预埋地脚螺栓的螺纹和螺母应保护完好并加保护措施；放置垫铁部位的表面应凿平。15.3基础放线设备就位前,按施工图和有关建筑物的轴线或边缘线和标高线,划定安装的基准线;生产线同基准线各设备应有共同的安装基准线，平面位置安装基准线与基础实际轴线或与厂房的实践轴线或边缘线距离的允许偏差为±20MM。设备定位基准的面、线或点对安装基准线的平面位置和标高的允许偏差分别为：平面位置：±10MM标高：+20MM、-10MM79 基准线的确定使用经校验合格的经纬仪、水准仪进行，在施工面或立柱上做好标识，并做好记录。15.4大型皮带运输机的安装15.4.1安装前检查a、预埋件与预留孔的位置和标高应符合设计并经检查验收合格。b、金属构架应符合下列要求：①构架的长、宽、高的尺寸偏差不大于10MM；②构架弯曲不大于其长度的1/1000，全长不大于10MM；③构架型钢无扭曲变形；c、托螺表面应光滑无飞刺，轴承应有润滑脂，转动应灵活，否则应解体检修。d、胶带的规格（厚度、宽度、帆布层数和覆盖胶厚度）应符合设计规定，胶面无硬化和龟裂等变质现象。15.4.2安装要求a、构架安装应符合下列要求：①每节构架中心与设计中心偏差不大于3MM；②标高偏差±10MM；③横向水平度偏差不大于3MM；④纵向起伏平面度偏差不大于10MM；15.4.3滚筒的安装应符合下列要求：①轴线必须与胶带相垂直；②纵横向位置偏差不大于5MM；③水平度偏差不大于0.5MM；④标高偏差±10MMC、拉紧装置应工作灵活，滑动面及丝杠均应平直并涂油保护。D、托辊安装应符合下列要求①79 托辊支架应与构架连接牢固，螺栓应在长孔中间并应有态度斜垫；①相邻的托螺高低差不大于2MM；②托螺轴应牢固地嵌入支架槽内；③靠近头部滚筒处的几组托螺应与胶带充分接触，否则将其适当垫高。A、胶带的铺设应符合下列要求①准确核实胶带的截断长度，使胶带胶接后拉紧装置，有不少于3/4的拉紧行程；②覆盖胶较厚的一面应为工作面；③胶接口的工作面应顺着胶带的前进方向，两个接头间的胶带长度应不小于主动滚筒直径的6倍。B、胶带的连接①若采用胶接可按有关运输胶带胶接规程执行。②在切割阶梯剥层和加工时不得切伤或破坏帆布层的完整性，必须仔细清理剥离后的阶梯表面，不得有灰尘、油迹和橡胶粉末等。15.4.4试运要求a、分部试运工作应符合设备技术文件的规定；b、分部试运必须在该设备全部安装结束，有完整的安装记录，并经验收合格后方能进行；c、启动和停止时，拉紧装置，工作正常，胶带无打滑现象；d、胶带运行平稳，跑偏不应超出托螺和滚筒的边缘；e、不得有刮胶带和不允许的摩擦现象存在；f、上料时，全部托辊应转动灵活。15.5风机安装15.5.1安装前检查：C、转子、机壳应符合下列要求79 ①叶轮的旋转方向、叶片弯曲方向以及机壳的进出口位置和角度应符合设计和设备技术文件规定。②焊接结构的焊缝无裂纹、砂眼、咬边等缺陷；③铆接结构的铆接质量良好。④叶轮与轴装配必须紧固，并符合设备技术文件的规定；⑤叶轮的轴间，径间跳动不大于2MM；⑥机壳内衬瓦装置牢固、表面平整。A、调整档板应符合下列要求：①叶片板固定牢靠，与外壳有适当的膨胀间隙；②挡板开启到关闭灵活正确，各叶片的开启和关闭角度一致，开关的终端位置符合设备技术文件的规定；③挡板的导轮沿轨道转动时不得有卡住和脱落现象；④挡板有与实际相符的开关刻度指示，手动操作挡板在任何刻度时都能固定；⑤叶片板的开启方向应使气流顺着风机转向而进入，不得装反；⑥调节挡板轴头与叶片板位置标记一致；⑦挡板有开、关终端位置限位器。15.5.2安装要求B、以转子中心为准，其标高偏差±10MM，纵横中心线的偏差不大于10MM；C、机壳本体应垂直，出入口的方位和角度正确；D、机壳进风斗与叶轮进风口的间隙偏差不大于2MM，径间间隙符合设备技术文件的规定；E、轴与机壳的密封间隙应符合设备技术文件的规定，一般可为2—3MM，轴封填料与轴接触均匀，紧度适宜，严密不漏。15.5.3试运要求：79 A、分部试运工作应符合设备技术文件的规定；B、分部试运必须在该设备全部安装结束，有完整的安装记录，并经验收合格后方能进行；C、启动前应先关闭入口调节挡板或闸门，启动正常后逐渐开启。15.6泵的安装15.6.1安装前检查D、按设备技术文件的规定清点泵的零件和部件，应无缺件、损坏和锈蚀等，管口保护物和堵盖应完好；E、核对泵的主要安装尺寸与工程设计符合；F、泵在保证期内，其内部零件不宜拆卸，只清洗外表，当超过保证期或有明显缺陷需拆卸时，其拆卸、清洗和检查应符合设备技术文件的规定，泵的主要零部件不得有擦伤和划痕，轴表面不得有裂纹，压伤及其它缺陷。清洗洁净后去除水分并将零部件和设备表面涂上润滑油，并应按装配的顺序分类放置；15.6.2安装要求a、在泵的进出口法兰须或其它水平面上测量，纵向安装水平偏差不应大于0.10/1000，横向安装水平偏差不应大于0.20/1000；b、转子部件与壳体部件之间的径向总间隙符合设备技术文件的规定；c、叶轮出口的中心线与泵壳流通中心线对准；d、转子的轴向窜动量符合设备技术文件的规定；e、吸入、输出管道有各自的支架，泵不得直接承受管道的重量，不得和泵强行接头。15.6.3试运要求f、驱动机的转向与泵的转向相符；g、各固定连接部位无松动。79 a、各润滑部位加注润滑剂的规格和数量符合设备技术文件的规定；有预润滑要求的部位按规定进行预润滑；b、各指示仪表，安全保护装置及电控装置应灵敏、准确、、可靠；c、盘车灵活，无异常现象；d、附属系统运转正常，管道连接牢固无渗漏；e、各轴承部位温度正常。15.7起重机的安装15.7.1安装前检查a、设备技术文件应齐全；b、按设备装箱清单检查设备、材料及附件的型号、规格和数量应符合设计和设备技术文件的要求，并有出厂合格证书及必要的出厂试验记录；c、机、电设备应无变形、损伤和锈蚀，其中钢丝绳不得有锈蚀、损伤、弯折、打环、扭结、裂嘴和松散现象。d、起重机地面轨道基础、吊车梁和安装预埋件等的坐标位置、标高、跨度和表面的平面度符合设计和安装要求。e、制动器开闭灵活，制动平稳可靠；15.7.2安装要求a、钢轨铺设前，应对钢轨的端面、直线度和扭曲进行检查，合格后方可铺设。b、吊装轨道前，应确定轨道的安装基准线。c、轨道的实际中心线对吊车梁的实际中心线的位置偏差不应大于10MM。d、轨道的实际中心线对安装基准线的水平位置的偏差不大于3MM。79 a、轨道顶面对其设计位置的纵向倾斜度不应大于1/1000；全行程内高低差不应大于10MM。b、轨道顶面基准点的标高相对于设计标高的允许偏差为±5MM。c、采用鱼尾板联接时，轨道接头高低差及侧间错位不应大于1MM，间隙不应大于2MM。d、伸缩缝处的间隙符合设计规定，允许偏差为±1MM。e、当接头采用对接焊时，焊条应符合钢轨母材的要求，焊接质量符合电熔焊的有关规定，接头顶面及侧面焊缝处均应打磨平整光滑。15.7.3试运要求a、起重机的试运转包括试运转前的检查、空负荷试运转、静负荷试验和动负荷试运转。在上一步骤未合格之前，不得进行下一步骤试运转。b、操纵机构的操作方向应与起重机的各机构运转方向相符。c、当吊钩下放到最低位置时，卷筒上钢丝绳的圈数不应少于2圈（固定圈除外）。15.8管道安装15.8.1安装前检查a、管道组成件及管道支承件必须具有制造厂的质量证明，其质量不得低于国家现行标准的规定。b、管道组成件及管道支承件的材质、规格、型号、质量符合设计文件的规定，并应按国家现行标准进行外观检查，不合格者不得使用。c、合金钢管道组成件应采用光谱分析或其他方法对材质进行复查，并应做标记。合金钢阀门的内件材质应进行抽查。d、阀门的壳体试验压力不得小于公称压力的1.5倍，试验时间不得少于5min79 ，以壳体填料无渗漏为合格；密封试验宜以公称压力进行，以阀瓣密封面不漏为合格。a、试验合格的阀门，应及时排尽内部积水，并吹干。除需要脱脂的阀门外，密封面上应涂防锈油，关闭阀门，封闭出入口，做出明显的标记。b、安全阀按设计文件规定的开启压力进行调整。调整时压力应稳定，每个安全阀启闭试验不得少于3次。c、管道组成件及管支承件在施工过程中应妥善保管，不得混淆或损坏，其色标或标记应明显清晰。材质为不锈钢，有色金属的管道组成件及管道支承件，在储存期间不得与碳素钢接触。暂时不能安装的管子，应封闭管口。15.8.2管道加工：a、管子切断前应移植原有标记。b、宜采用机械方法切割；当采用氧乙炔火焰切割时，必须保证尺寸正确和表面平整。c、管子切口质量应符合下列规定：①切口表面应平整，无裂纹、重皮、毛刺、凸凹、缩口、熔渣、氧化物、铁屑等。②切口端面倾斜偏差不应大于管子外径的1%，且不得超过3MM。d、加工尺寸符合下列规定：管道加工尺寸允许偏差（mm）项目允许偏差长度自由管段封闭管段法兰面与管子中心垂直度DN＜1000.50.5100≤DN≤3001.01.0DN＞3002.02.079 法兰螺栓孔对称水平度±1.6±1.615.8.3管道焊接：a、直管段上两对接焊口中心面间的距离，当公称直径大于或等于150MM时，不应小于150MM；当公称直径小于150MM时，不应小于管子外径。b、环焊缝距支、吊架净距不应小于50MM。c、不宜在管道焊缝及其边缘上开孔。d、管子、管件的坡口形式和尺寸应符合设计文件规定，遵守焊接作业指导书的要求。e、管道组成件组对时，对坡口及其内外表面≥10MM的范围进行油、漆、锈、毛刺告示污物的清理。f、除设计文件规定的管道冷拉伸或冷压缩焊口外，不得强行组对。g、管道对接焊口的组对应做到内壁齐平，内壁错边量不宜超过壁厚的10%，且不大于2MM。15.8.4管道安装前须具备的条件a、与管道有关的土建工程已检验合格，满足安装要求，并已办理交接手续。b、与管道连接的机械已找正合格，固定完毕。c、管道组成件及管道支承件等已检验合格。d、管子、管件、阀门等，内理已清理干净，无杂物。e、管道穿越道路，墙或构筑物时，应加套管或砌筑涵洞保护。15.8.5管道安装a、管道安装时，应检查法兰密封面及密封垫片，不得有影响密封性能的划痕、斑点等缺陷。b、79 当大直径垫片需要拼接时，应采用斜口搭接或迷宫式拼接，不得平口对接。a、软垫片的周边应整齐，垫片尺寸应与法兰密封面相符符合允许偏差表（附表）的规定。软垫片尺寸偏差（mm）法兰面密封平面型凸凹型榫槽型内径外径内径外径内径外径<125+2.5-2.0+2.0-1.5+1.0-1.0>125+3.5-3.5+3.0-3.0+1.5-1.5b、法兰连接应与管道同心，并应保证螺栓自由穿入。法兰螺栓孔应跨中安装。法兰间应保持平行，其偏差不得大于法兰外径的1.5%，且不得大于2MM。不得用强紧螺栓的方法消除歪斜。c、法兰连接应使用同一规格螺栓，安装方向应一致，螺栓紧固后应与法兰紧贴，不得有楔缝。需加垫圈时，每个螺栓不应超过一个。紧固后的螺栓与螺母宜齐平。d、管子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；当管子公称直径大于或等于100MM时，允许偏差2MM；但全长允许偏差均为10MM。e、管道安装的允许偏差应符合下表的规定管道安装的允许偏差（MM）项　　　　目允许偏差坐标架空及址沟室外25室内15埋地60标高架空及地沟室外±20室内±15埋地±2579 水平管管平直度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交叉管的外壁或绝热层间距20注：L—管子有效长度；DN—管子公称直径15.8.6道压力试验及吹扫清洗管道安装结束后，组织有关人员编制详细的压力试验及吹扫清洗方案及技术要求。15.9热压机的安装15.9.1热压机基础验收放线应与主生产线的其他基础统一进行，确定纵、横中心线及标高，并作永久标记。15.9.2底座安装应符合下列要求：15.9.2.1底座应清洗干净，接合面应平整、光滑无毛刺，底座与灌浆层结合处应清除油漆，铁锈及油脂。15.9.2.2底座就位找正应符合下列要求：15.9.2.2.1底座上平面的纵、横水平度允许偏差为0.10/1000；15.9.2.2.2中心线允许偏差为正负2.0mm；15.9.2.2.3标高允许偏差正负1.0mm；15.9.2.2.4垫铁安装应符合有关技术文件。15.9.3热压机框架安装应符合下列要求：15.9.3.1框架与底座的接合面应清洗干净无毛刺，接触应严密，接合面的间隙不应大于0.20mm。15.9.3.2框架直接座落在基础垫铁上的设备，框架底座与灌浆层的结合部位应清除油漆及油脂。15.9.3.3框架组装排列的顺序，应符合在制造厂组装时的编号顺序。79 15.9.3.4框架之间的连接支撑件，应按厂家编号对号安装，若无编号标记时在同一间隔应选用长度相等的支撑件。15.9.4单层压机框架组合找正应符合下列要求：15.9.4.1各框架的内框下平面应在同一标高位置，用平尺检查各框架的纵向水平度，允许偏差为0.10/1000。15.9.4.2各框架内框下平面的横向水平度允许偏差为0.10/1000。15.9.4.3框架内框下平面的标高与设计标高的允许偏差为正负1mm；15.9.4.4各框架内框下平面中心点，与设备中心线的允许偏差为正负1mm；15.9.4.5框架组合后，测量内框下平面的对角线应相等，其允许偏差为2mm.15.9.4.6压机机架组装找正合格后，进行设备地脚螺栓灌浆，灌浆工作应符合有关技术文件的规定。15.9.4.7设备地脚螺栓灌浆达到规定强度后，拧紧设备地脚螺栓，并同时复查机架各部的水平度应符号要求。15.9.5热压板及隔离块安装，应符合下列要求：15.9.5.1热压板安装应在机架组装完，地脚螺栓紧固后进行。15.9.5.2热压板安装应符合下列要求：15.9.5.2.1热压板加热介质的进出口方向必需与图纸相符。15.9.5.2.2热压板表面必须清扫干净，板面应光洁、平整、无划痕、锈痕、磕碰等缺陷。15.9.5.2.3上、下热压板结合面之间必须十分清洁防止损划板面。15.9.5.2.4下热压板安装应保持板面水平，纵横方向水平度允许偏差为0.5/1000。15.9.6隔离垫块安装应符合下列要求：15.9.6.1隔离垫块应平整无变行。15.9.6.2各隔离垫块与热压板及机架的结合面应接触均匀良好。79 15.9.6.3热压板与活动横梁之间的隔离垫块其上、下结合面应接触均匀良好，用塞尺检查各隔离垫块其上、下结合面应严密，结合面局部间隙不大于0.10mm。15.9.7活动横梁安装应符合下列要求：15.9.7.1活动横梁应清扫干净，各接合面应光洁平整无毛刺。15.9.7.2活动横梁由两段组成时，对接的接合面应严密，用塞尺检查局部间隙应小于0.10mm。15.9.8柱塞缸安装应符合下列要求；15.9.8.1柱塞缸设备到货应包装完好，柱塞缸各出入口孔洞应封闭严密。15.9.8.2机架油缸底座平面应水平，水平度允许偏差为0.20/1000。15.9.8.3柱塞缸安装应保持垂直，垂直度允许偏差为0.20/1000。15.9.8.4柱塞缸与底座及活动横粱的接触应良好，用塞尺检查局部间隙应不大，于0.10mm，如间隙过大应采用磨削的方式消除间隙，不允许架垫片。15.9.8.5柱塞缸应按厂家标记对号安装15.10.连续热压机安装15.10.1运输吊装机具的选择：79 高密度纤维板主生产线的厂房层高通常是九米左右，厂房内生产线两侧通道也比较狭窄。受地面和空间条件限制，大型运输车和吊车很难发挥作用。只能采用自行设计、制造安装的专用设备来解决压机设备的水平运输和吊装问题。自设备存放场地至安装地点，采用平板拖车运输，利用自制载重50T的平板车，由叉车或卷扬机牵引运输更为适宜。设备的吊装，利用自制的、可在轨道上带负荷行走的、起重量为80T的龙门架（类似龙门吊车）来实现。龙门架的跨度略大于压机的宽度，龙门架的主梁高度按满足压机各部件起吊高度确定。龙门架中心与主生产线纵向中心一致。龙门架靠卷扬机牵引，在轨道上行走，靠两套起重滑轮组实现压机部件的起吊和就位。重量较轻的部件，如压机底梁可用12T汽车吊，直接吊装就位。15.10.2.连续热压机安装程序15.10.2.1连续热压机的安装通常是在供货方专业技术人员指导下进行，其安装质量也需指导人员认可。1.10.2.2连续热压机安装工序：基础验收放线、设备开箱检查→基础H钢梁就位初调、一次灌浆→底坑液压及其它部件安装→基础梁精调、垫铁焊接二次灌浆→下部钢带滚针回转系统的轨道安装→下部进口辊架安装调整→下部链条驱动、张紧装置的安装→下部压板的支承墙板按顺序安装找平→下部出口辊架安装调整→各支承墙连接螺栓热拧→下压板安装调整紧固→上部压板先就位在下部热压板上→上部链条驱动、张紧、导向装置的安装→下部进出口压辊的安装→上部压板的支承墙板安装调整→上压板调整、紧固→上部进出口辊架的安装→上部进出口辊的安装→主液压缸及部件的安装→顶部主梁的安装→顶部钢带滚针回转系统安装→所有位移传感器、限位开关的安装→液压、热油管道安装→穿钢带、焊接钢带→设备的清洁、润滑加注、准备试运行。15.10.3.连续平压机主要部件安装：1.基础梁的安装基础梁的安装精度质量直接关系到连续热压机的整体设备的安装精度和下一道安装工序的顺利与否，所以基础梁安装时它的质量、精度必须重点的控制，严格按照技术要求进行施工，随机配有平尺一把，水平尺一架。基础梁的标高，纵横向水平、纵横向的中心线，对角线的测量均以基础梁上承台的加工面为测量基准面。标高使用SD水准仪测量，偏差为±79 0.5mm,两支基础梁相对标高差控制在0.1mm内，单支梁的横向水平控制在０.10/1000，纵向水平控制在0.10/1000内，全长＜0.1mm(测量水平均以随机平尺及水平仪为准)，纵横向中心的测量以基础放线的经纬仪测出的热压机纵横中心线为基准，依据该基准，用钢丝（0.5）拉出纵横中心线，两支基础梁纵横中心偏差应＜0.5mm，跨距应以随机所配卡尺可能自由放入取出为准，用30m钢圈尺测量基础梁，水平内对角线误差控制在1mm以内，基础梁所有技术尺寸完成后，应在外方专家认可，甲方验收后进行灌浆，精调后检查地脚螺栓是否拧紧，各项尺寸是否变化，同时准备下一道工序的安装工作。2、下部进出口辊架的安装下部进出口辊架的安装也是非常重要的一个环节，它的标高水平关系压机今后的正常运转，安装时应按图纸要求进行施工。首先辊架因重量重（估计重30-40t）、安装场地的限制，给吊装带来了很大的困难，我公司经多年人造板厂安装经验的总结，自制了一套带轨道的专用吊装机具，可很方便、稳妥地将一些热压机大件吊装就位，辊架亦不例外。设备就位后，辊架的中心以基础放线时经纬仪测出的纵横中心所拉出的钢丝为基准，误差＜0.5mm，辊架调整水平度在0.1/1000。所有数据符合要求，经专家认可验收后，底座进行一次性灌浆。3、下部压板的支承墙板的安装下部压板的支承墙板安装之前，将墙板座按左右侧号码对号入座，同时按图纸要求将固定块焊接于基础梁上，此工作完成后，钢带与滚针的回转系统也应完成。在此基础上将下压板的支承墙板按号码就位，同时进行找平找正，支承墙板的横向水平以加工面为基准，0.10/1000水平仪进行找平，误差全长小于0.10mm，纵向使用平尺等高块水平仪进行找平，误差为＜0.10/1000，全长＜0.10mm。水平调整可用0.1-0.5mm的钢垫片，在墙板与墙板座之间加垫。各墙板调平后，连接螺栓采取热拧。4、上下压板的安装79 在下部压板的支承墙板安装调整完成后，确认所有技术数据符合图纸及专家要求后，进行热压板的安装。由于受到场地的限制，压板的吊装方案将用我公司自制的压机专用吊装机具（如前所述）进行。安装前应对压板进行清除油脂、锈渍、清洗。安装顺序：先吊装进口端的压板，将其找正后，再吊装出口端的压板，压板找正后（它的纵横中心尺寸偏差应＜1mm），联接定位凹形键嵌入螺栓拧紧，压板的固定拉杆螺栓拧紧，在进行上下压板的吊装前，应将下压面涂油防锈并铺上塑料布，垫上2500*600*60的木片组，间距为支承墙板的距离，完成后方可进行上压板的安装，安装方法与下压板相同。5、上部热压板的支承墙板安装上部支承墙板在安装前，垫压板的所用板木应符合要求，所用的固定螺栓全部拧紧后才可进行。顺序应为1#—8#，其中2#、８#、16#边导向的间隙应调整正确，两侧的间隙应为0.3—0.5mm。墙板横向与定位块的间隙为每边3mm。6、上部进出口辊架与辊的安装上部辊架安装前，应将上辊架与下辊架联接端面进行清洗除锈，清除毛刺，测量键与键槽的尺寸，核对无误后进行吊装，位置正确后，将所固定螺栓拧紧。上部辊的吊装，吊装前应对辊的轴承座及辊架上的滑轨进行清洗，完成后涂上专用的润滑油，由于辊的轴承座与辊架上的滑轨配合的尺寸间隙较小，又在高空，给安装带来了一定的困难，吊装前可在辊架上安一临时导轨，吊装时可先将辊置于临时导轨上，左右两侧用2T的葫芦将辊慢慢拉入，到位后，将固定螺栓拧紧。至此热压机的主要大件、重要部件已安装完成，在整个热压机的安装过程中，应严格按照图纸及专家要求的各种技术、操作工艺进行施工，并做好各种数据的记录。79 7、钢带安装连续热压机有上、下两条钢带，先安装下钢带，后装上部钢带。钢带（连同包装物）放置在预先制作好的穿钢带专用支架上，此支架骑在压机入口的皮带运输机上。打开包装后，采用随机或制作的卡具，利用牵引装置将钢带包在进、出压辊上。注意钢带的工作面和非工作面之分（非工作面贴在压辊上），防止金属物划伤工作面。特别注意放松钢带时的安全工作，注意人身和设备安全。钢带对接后由外方钢带焊接专家进行焊接。8、热油及液压管道安装热压机的液压管道工作压力较高，应按排专业高压焊工焊接；同时两种油管道内表面都要求清洁无杂质，应采用氩弧焊接，其它施工要求应按高压管道进行。以上系主要部件的安装，其余部件的安装可穿插进行。安装质量，要达到供货方专业技术人员的要求，指导人员无明确要求的项目，也要达到国内有关技术规范的规定。15．11热能工厂作业指导书15．11．1概述热能工厂是人造板厂的关键配套设施。除含进口设备：油加热器、热油加热器、多管式尘器及其它主要零部件外，其余非标设备如热油炉混合室、膨胀罐、钢烟囱、落灰斗等。钢构包括：燃烧炉操作平台、热油加热器操作平台、油加絷器钢架、多管式除尘器钢架、混合室钢架等。15．11．2主要施工程序和方法15．11．2．1施工程序（见附录）15．11．2．2施工方法1、基础预埋79 热能工厂所有钢架布置均附属于热油炉，故应以热油炉十字中心线去展开延伸，各钢架的标高也应以燃烧炉本体钢支架水泥基座标高尺寸为基准，往下延伸至地面标高为±0.00。各钢架基座预埋板采用s=20或s=30*450*450钢板，单个基座预埋板水平度误差在±1mm/m与相邻基座误差应控制在±2mm内，校正合格后经甲、乙双方及监理验收后方可进行灌浆保养，保养期十五天（进出口水泥除外），期间埋地的给、排水管、电气埋设同时进行。为了今后安装方便，预埋板在安装合格后，同时基柱间中心线应打上洋冲眼。进行基座水泥浇灌时要搅实,特别是油炉本体钢支架，油加热器钢架座预埋板待水泥干后用小锤敲击,如实声为合格，若现空洞声应重新浇灌至合格。地脚螺栓每根上紧二个螺帽且留出2—3牙。2、非标设备的制作与安装设备制作的先后次序应依据安装需要乾进行，燃烧炉是最主要的的制安设备，工期最长，也是热能工厂应最先安装的设备。热油炉包括上半部园柱形炉体、下半部的墙板式燃烧室。且有折边。工艺要求；较高，故专门安排一个小组负责其制作与安装。其它附属设备如：膨胀罐、混合室灰斗、钢烟囱等分另一作用于同时进行，其中钢烟囱排在最后。热能工厂最先安装的时燃烧炉部分，其步骤为：（1）先安装炉体钢支架并找正找平合格验收。（2）炉底落灰斗四个按图布局先吊至原位下端（3）炉排的整体安装与调整（4）燃烧炉的就位（5）燃烧室的安装（6）膨胀罐安装（7）炉体内胆的砌筑。其余非标设备按钢支架安装先后顺序及时安装就位。钢烟囱可待所有钢支架及设备安装后，于地面成形后一次吊装完成。3、钢支架的制作与安装79 钢支架制安先后次序应根据施工现场实际情况，同时优先考虑重型进出口设备的吊装。所以钢架制安次序为：（1）热油加热器钢架（2）混合室钢架（3）燃烧炉操作平台钢架（4）热油加热器操作平台钢架（5）多管除尘器钢支架。钢架的制作原图均为螺栓联接，这样无形墙加了工作量，影响施工进度，实际上钢架吊装前于地上分片组焊成形，留相邻柱间螺孔联接板即可，待上横梁时固定成形。钢架拼接前应逐根调整平直，整片组焊后不能有扭挠现象，组装用螺孔应采用机械钻孔，严禁气割。4、防腐与砌筑凡钢支架及不要求保温的设备如膨胀罐、混合室等按图均要进行喷砂处理后再二底三面油漆防腐，所以钢构及非标设备吊装前应先进行二底二面防腐，最后一遍面漆待全部安装补焊合格后进行。砌筑主要指燃烧炉、混合室等的内胆耐火砖砌筑，为了创造便于砌筑的施工条件，其燃烧炉钢架应抓紧安装。锅炉浇筑的技术要求一.作业是一项特殊过程，需要专业人员进行施工。项目部专门纺制浇筑作业指导书，指导班组的施工。其施工流程是：材料验收→锚固件制作→施工表面清洁→锚固件焊接→表面涮沥青漆→模板制安→浇筑→保养拆模二.浇筑的技术要求（1）锚固件是采用V型，其长度为其工作层厚度的2/3—3/4，锚固件之间的距离视炉墙厚度来确定，炉墙厚度在100mm以下，其距离为150mm，墙厚度在100—200mm时，其距离为230mm。（2）模板表面光滑，施工前应涂一层油，使得浇筑表面良好，并且有利于拆模，模板应加加强板，防止变形和移位。（3）浇筑料混合时，应用自来水，高温高强浇注料加水量为6.0—6.5%，绝热浇注料加水量为25—28%，未经允许不得擅自增大或减小加水量。浇筑料在搅拌机内只能搅拌4—5分钟，并且一次搅拌就在20—79 30分钟内浇筑完毕，每次搅拌都要将搅拌机内的余料清除干净，特别是搅拌不同浇注料时更要认真清洗干净。（1）搅拌料干湿度的检验可用手球法，就是把搅拌好的泥料握成一个直径75—100mm的小球，抛300mm高，然后接在手中，若小球开裂，说明料太干，顺着指缝流下说明料太湿，刚刚从指缝流出，说明料的干湿度正好。（2）膨胀缝的设置，应1.2—1.5m设置一道膨胀缝，其填料用陶瓷纤维纸，膨胀缝宽3m。（3）保养期为24小时，在此期间应对浇筑料喷水，使其逐渐凝固，防止有裂缝。浇筑施工过程中要求班组应做好每天的施工日记，包括环境情况，每天搅拌次数等均要记录，同时每次搅拌的料均应留一块下来。以备今后检验。如浇筑施工遇冬季，应采取防冻措施和保证炉内的温度，可采用加热设备保证浇筑时的环境温度，采用的加热设备应视当地的施工环境情况选定。15.11电气工程施工方案及技术措施15.11.1屏柜安装15.11.1.1各种屏、柜、箱出库前应检查型号、规格等与图纸设计是否相符。部、器件有无损坏。各种附件是否齐全，各种技术资料是否齐全，无误后方可出库。15.11.1.2屏、柜等在搬运和安装时应有防震、防潮、防止柜变形和漆面受损等措施。15.11.1.3基础型钢安装其允许偏差应符合规定，不直度每米小于1mm，全长小于5mm，水平度每米小于1mm，全长小于5mm，位置误差及不平行度全长小于5mm，型钢应固定牢固，接地良好。15.11.1.4屏、柜、箱本体及内部设备与各构件间连接牢固，屏、柜、箱不宜与基础型钢焊死。屏、柜、箱安装后应符合下表的规定：79 屏柜安装检查项目允许偏差垂直度（每米）＜1.5mm水平偏差相邻两盘顶部＜2mm成列盘顶部＜5mm盘面偏差相邻两盘边＜1mm成列盘面＜5mm盘间接缝＜2mm端子箱安装牢固，封闭良好，能防潮、防尘，安装的位置便于检查。15.11.2抽屉式开关柜安装尚应符合下列要求：（1）抽屉推拉应灵活轻便、无卡阻、碰撞现象；（2）动触头与静触头的中心线一致，触头接触紧密；（3）二次回路辅助开头的切换接点应动作准确，接触可靠；（4）机械闭锁，电气闭锁应动作准确、可靠；（5）柜内照明齐全；（6）抽屉的机械联锁或电气联锁装置应动作正确可靠，断路器分闸后，隔离触头才能分开；（7）抽屉与柜体间的二次回路连接插件应接触良好；（8）抽屉与柜体间的接触及柜体、框架的接地良好。15.11.3引进设备安装应满足设备购买合同中所规定的标准及历次技术联络会买卖双方签认的质量技术要求，安装技术指导说明书等。15.11.4变压器安装：15.11.4.1变压器出库前应检查其型号、规格同设计图纸是否相同，所有附件是否齐全，有无锈蚀、机械损伤和渗漏油现象，油箱、油盖螺栓是否齐全，密封情况是否良好，绝缘套管有无损坏裂纹现象，检查无误后，方可出库。79 15.11.4.2变压器出库时用吊车装卸，钢丝绳必须挂在整体起吊的吊耳上，并保持水平，防止变压器倾倒，在变压器运输过程中不应有冲击或严重振动等情况，运输时的倾斜角不得超过15°,否则应采取措施防止内部结构变形，整个运输过程都必须听从指挥人员指挥。15.11.4.3变压器运到现场后在卸车前应确定高低前后侧方向无误后方可卸车。15.11.4.4变压器基础轨道应水平，轨距与轮距应配合，装有气体继电器的变压器，应使其顶盖沿气体继电器电流方向有1～1.5%的升高坡度，变压器母线与封闭母线连接，其低压套管中心线应与封闭母线安装中心线相符，装有滚轮的变压器应能转动灵活，在变压器就位后，应将滚轮用能拆卸的制动装置加以固定。15.11.4.5变压器的所有法兰连接处，应用耐油橡胶密封垫密封。15.11.4.6变压器到现场后，应先进行器身检查，当满足下列条件之一者可不进行检查：1)、制造厂规定可不作器身检查者；2)、容量为1000KVA及以下运输过程中无异常情况者；3)、就地产品仅作短途运输的变压器，在运输过程中进行了有效监督，无紧急制动、剧烈振动、冲撞或严重颠簸等异常情况者。15.11.4.7变压器器身检查时，周围空气温度不宜低于0℃，器身温度不低于周围空气温度；当器身低于周围空气温度时，应将器身加热，使其温度高于空气温度10℃15.11.4.8器身检查按规范要求进行。15.10.4.9变压器注油、热油循环、补油和静置应按规范要求进行15.12电动机15.12.1电动机外观检查：1)电机完好，应没有损伤。79 2)电机的附件、备件应齐全、无损伤。15.12.2电机检查和安装一)电机安装时，电机检查要符合下列要求1)盘动转子应灵活，不得有碰卡声。2)润滑脂得情况正常、无变色、变质及变硬等现象。3)电机的引出线鼻子焊接或压接要良好，编号齐全，裸露带电部分的电气间隙要符合产品标准的规定。二)当电机有下列情况之一时，要作抽芯检查。1)出厂日期超过制造厂保证期限，2)当制造厂无保证期限时，出厂日期已超过一年，3)经外观检查或电气试验,质量可疑时,三)电机抽转子检查,要符合下列要求:1)电机内部清洁无杂物,2)电机的铁芯、轴颈、极电环和换向器应清洁，无伤痕和锈蚀现象，通风口无阻塞，3)绕组绝缘层应完好,绑线无松动现象,4)定子槽楔无断裂、凸出和松动现象，每根槽楔的空响长度不得超过其1/3，端部槽楔必须牢固，5)磁极及铁轭固定良好，励磁绕组紧贴磁极，不应松动，6)电机绕组连接正确,焊接良好,7)直流电机的磁极中心线与几何中心线要一致。15.13保护管安装15.13.1金属电缆管不应有穿孔裂缝，显著的凸凹不平及严重锈蚀等情况，管子弯制后不应有裂缝或凸凹现场，一般弯扁程度不大于管子外径的10%，管口应作成喇叭口或磨光。79 15.13.2电缆管的弯曲半径应符合所穿入电缆半径的规定，电缆管的弯曲半径不小于所穿入电缆的最小允许弯曲半径；每根电缆管最多不超过3个弯头，直角弯不应多于2个，采用钢管作保护管时，应在外表涂上防腐漆，镀锌管锌层剥落处也应涂漆。15.13.3电缆管连接牢固，密封良好，两管口对准。套接的短套管或带螺纹的管接头的长度，不小于电缆管外径的2.2倍。电缆管不直接对焊。15.13.4.引至设备的管口位置应便于与设备连接，并不妨碍设备拆装和进出，并列敷设的电缆管管口应排列整齐，利用电缆管作接地线时应先焊好接地线，再敷设电缆。15.13.5.电缆管的埋设深度不小于0.7m；在人行道下面敷设时，不小于0.5m；电缆敷应有不小于0.1%的排水坡度；电缆管连接时，管口应对准，接逢应严密，不得有地下水和泥浆渗入。15.14母线安装15.14.1首先应检查母线与图纸设计是否相符；15.14.2母线表面应平整，不得有裂纹，折叠及夹杂物；15.14.3各种金属构件的安装螺孔不应采用气割，金属构件应做镀锌或防腐处理；15.14.4交流母线应按规定涂相色。母线的螺栓连接处，支持连接处，母线与电器的连接处及距所有连接处10mm以内的地方不应涂刷相色；15.14.5母线的安装应符合室内配电装置的安全距离，带电部分至接地部分及不同相的带电部分之间的最小要求距离是：额定电压10KV为125mm，额定电压0.4KV为20mm；15.14.6矩形母线宜进行冷弯，母线弯制时应符合下表规定：母线种类弯曲方式最小弯曲半径（mm）铜铝79 矩形母线平弯50×5及其以下125×10及其以下2a2a2a2.5a立弯50×5及其以下125×10及其以下1b1.51.5b2b15.14.7母线接触面加工后必须保持清洁，并涂以电力复合脂，母线的接触面应连接紧密，连接螺栓应用力矩扳手坚固，并达到力矩值的要求。15.15.桥架配制要求15.15.1按设计要求进行安装15.15.2电缆梯架（托盘）、电缆梯架（托盘）的支架、连接件和附件的质量应符合现行的有关技术标准。15.15.3电缆梯架（托盘）的规格、支吊跨距、防腐类型应符合设计要求。15.15.4梯架（托盘）在每个支架的固定；梯架（托盘）连接板的螺栓应坚固，螺母应位于梯架（托盘）的外侧。15.15.5电缆桥架层间允许最小距离值（mm）电缆类型和敷设特征桥架电控制电缆20079 缆10KV以下（除6-10KV交联聚乙烯绝缘外）2506-10KV交联聚乙烯绝缘35KV单芯30035KV三芯110KV及以上，每行多于1根350110KV及以上，每层1根300电缆敷设槽盒内h＋100注：h表示槽盒外壳高度15.15.6当直线段钢制电缆桥架超过30米时，应有伸缩缝，其连接宜采用伸缩连接板。15.15.7电缆桥架转弯处的转弯半径不应小于该桥架上的电缆最小允许半径的最大者。15.15.8电缆桥架全长应有良好的接地。15.16电缆敷设15.16.1.敷设前检查1)电缆放线架应放置稳妥，钢轴的强度和长度应与电缆盘重量和宽度相配合。2)敷设前应按设计和实际路径计算每根电缆的长度，合理安排每盘电缆，养活电缆接头。3)在带电区域内敷设电缆，应有可靠的安全措施。4)电缆敷设时,不应损坏电缆沟,隧道、电缆井和人井的防水层。5)三相四线制系统中应采用四芯电力电缆，不应采用三芯电缆，另加一根单芯电缆或以导线电缆金属护套作中性线。6)并联使用的电力电缆其长度、型号、规格宜相同。7)电力电缆在终端头与接头附近宜留有备用长度。8)电缆各支点间的距离应符合设计规定。9)机械敷设的电缆的速度不应超过15m/min。10)电力电缆接头的布置应符合下列要求79 11)并列敷设的电缆，其接头的位置宜相互错开。12)直埋电缆接头盒外面应有防止机械损伤的保护盒，位于冻土层内的保护盒，盒内宜注以沥青。13)电缆敷设时应排列整齐，不宜交叉，加以固定，并及时装设标志牌。15.16.2标志牌的装设应符合下列要求1)在电缆终端头、电缆接头拐弯处、夹层内、隧道及竖井的两端、人井内等地方，电缆上应装设标志牌。2)标志牌上应注明线路编号,当无编号时,应写明电缆型号、规格及起迄地点，并联使用的电缆应有顺序号，标志牌的字迹应清晰不易脱落。3)标志牌规格宜统一，标志牌应能防腐，挂装牢固。15.16.3电缆的固定应符合下列要求1)垂直敷设或超过45度倾斜敷设的电缆在每个支架上、桥架上每隔1.5m加以固定。2)水平敷设的电缆，在电缆首末两端及转弯、电缆接头的两端处，当对电缆间距有要求时，每隔5--10M处加以固定。3)单芯电缆的固定应符合设计要求。4)电缆进入电缆沟、竖井、建筑物、盘（柜）以及穿入管子时，出入口应封闭，管口应密封。15.16.4电缆的排列1)电力电缆和控制电缆不应配置在同一层支架上。2)并列敷设的电力电缆，其相互间的净距应符合设计要求。3)电缆在支架上的敷设应符合下列要求：A)控制电缆在普通支架上，不宜超过1层；桥架上不宜超过3层。B)交流三芯电力电缆，在普通支架不超过1层；桥架上不超过2层。79 C)电缆与热力管道、热力设备之间的净距，平行时不小于1M，交叉时不小于0.5M，当受条件限制时，应采取隔热保护措施。D)电缆敷设完毕后，及时清除杂物，盖好盖板，必要时，应将盖板缝隙密封。15.16.5在下列地点，电缆应有一定强度的保护管：1)电缆进入建筑物、穿过楼板及墙壁处。2)从沟道引至设备、墙外表面或屋内行人容易接近处，距地面高度2M以下的一段。3)其他可能受到机械损伤的地方：保护管埋入非混凝土地面的深度不小于100MM，伸出建筑物散水坡的长度不小于250MM。4)管道内无集水、且无杂物堵塞，穿电缆时，不得损伤护层。5)电缆排管在敷设电缆前，进行疏通、清除杂物。6)穿入管中电缆的数量要符合设备要求，交流单芯电缆不得单独穿入钢管内。15.16.6直埋电缆的敷设1)在电缆线路路径上有可能使电缆受到机械损伤、化学作用、振动、虫鼠等危害地段，要采取保护措施。2)电缆表面距地面的距离不小于0.7M，在引入建筑物，可浅埋，但应采取保护措施。3)直埋电缆的上、下部应铺以不小于100mm厚的软土或沙层，并加盖保护板。其覆盖宽度应超过电缆两侧各50mm,保护板采用砖块。4)直埋电缆在直线段每隔50--100mm处、电缆接头处、转弯处、进入建筑物等处，应设置明显的方位标志或标桩。5)直埋电缆回填土前,需经隐蔽工程验收合格.回填土应分层夯实.15.17.电缆终端和接头的制作15.17.1电缆终端和接头的制作，需由经过培训的熟悉工艺的人员进行。15.17.2.电缆终端和接头的制作时，应严格遵守制作工艺规程。79 15.17.3.电缆终端与接头要符合下列要求：1)型式、规格需与电缆类型一致。2)结构简单。紧凑。便于安装。3)所用材料、部件符合技术要求。4)主要性能符合现行国家标准《额定电压26/35KV及以下电力电缆附件基本性能要求》的规定。5)采用的附加绝缘材料除电气性能满足要求外，尚需与电缆本体绝缘具有相容性。6)电缆线芯连接金具，采用符合标准的连接管和接线端子，其内径需与电缆线芯紧密配合，间隙不要过大，截面宜为线芯截面的1.2--1.5倍，采用压接时，压接钳和模具需符合规格要求。15.18.电缆头制作要求1)制作电缆终端接头,从剥切电缆开始,要连续操作直至完成。剥切电缆时不损伤线芯和保留的绝缘层。2)电缆终端和接头要采取加强绝缘、密封防潮、机械保护等措施。3)塑料绝缘电缆在制作终端头和接头时,要彻底清除半导电屏蔽层。4)装配、组合电缆终端和接头时，各部件间的配合或大接处必须采取堵漏、防潮和密封措施。5)电缆终端上要有明显的相色标志,且与系统的相位一致。6)控制电缆终端可采取一般包扎，接头应有防潮措施，备用芯应留有适当长度。15.19二次结线15.19.1　按图施工接线正确；15.19.2电缆芯线和所配导线的端部应标明回路编号；15.19.3配线整齐美观，导线绝缘良好，无损伤；15.19.4引进盘柜的控缆及芯线应牢固固定，不使所接端子板受力；79 15.19.5盘柜内的电缆芯线应按垂直线或水平有规律的配置，不得任意歪斜，交叉连接备用芯应留有适当长度。15.20接地15.20.1垂直接地体用G50镀锌钢管，水平接地体采用-50X5镀锌扁铁，采用搭接焊。15.20.2电气装置的下列金属部分，均应接地或接零：15.20.3电机、变压器、电器、携带式或移动式用电器具等的金属底座和外壳;15.20.4电气设备的传动装置;15.20.5配电控制、保护用的屏（柜、箱）及操作台等的金属框架和底座；15.20.6交、直流电力电缆的终端头和电缆的金属护层，可触及的电缆金属护管和穿线的钢管；15.20.7控制电缆的金属护层。15.20.8接地装置的敷设：1)接地体顶面埋设深度要符合设计规定，当无规定时，不应小于0.6M，钢管接地体应垂直配置。除接地体外，接地体引出线的垂直部分和接地装置焊接部位应作防腐处理；在作防腐处理前，表面必须除锈并去掉焊接处残留的焊药。2)垂直接地体的间距不小于其长度的2倍。水平接地体的间距应符合设计规定。当无设计规定时不小于5M。3)接地干线应在不同的两点及以上与接地网相连接。4)每个电气装置的接地应以单独的接地线与接地干线相连接，不得在一个接地线中串接几个需要接地的电气装置。5)接地体敷设完后的土沟其回填土内不要夹有石块，外取的土壤不得有较强的腐蚀性；在回填土时应分层夯实。6)接地体（线）的连接：79 7)接地体（线）的连接采用焊接，焊接必须牢固无虚焊。接至电气设备上的接地线，应用镀锌螺栓连接。8)接地体(线)的焊接采用搭接焊,其搭接长度是扁钢宽度2倍（且至少3个棱边焊接）。9)扁钢与钢管焊接时，为了连接可靠，除应在其接触部位两侧进行焊接外，并应焊以由钢带弯成的弧形卡子或直接由钢带本身弯成弧形与钢管焊接。15.21工程施工执行的规范15.21.1《电气装置安装工程高压电器施工及验收规范》（GBJ147—90）15.21.2《电气装置安装工程电力变压器、油浸电抗器、互感器施工及验收规范》（GBJ148—90）15.21.3《电气装置安装工程母线装置施工及验收规范》（GBJ149—90）15.21.4《电气装置安装工程电缆线路施工及验收规范》（GB50168—92）15.21.5《电气装置安装工程旋转电机施工及验收规范》（GB50170—92）15.21.6《电气装置安装工程盘、柜及二次回路结线施工及验收规范》（GB50171—92）15.21.7《电气装置安装工程接地装置施工及验收规范》（GB50169-92）15.21.8《电气装置安装工程旋转电机施工及验收规范》（GB50170-92）15.22焊接专业施工方案及技术措施15.22.1管道焊接施工方案高压管道对接焊口采用手工钨极氩弧焊打底及盖面的焊接方法(WS/WS)，焊丝采用H08MN2SIA；或采用手工钨极氩弧焊两次打底，手工电弧焊盖面的焊接方法，熔敷金属采用H08MN2SIA及E5003；.15.22.2焊接技术要求：15.22.2.1焊前准备79 15.22.2.2焊接场所必须具备防风、防雨等措施，施焊时不得有串膛风，地面管道组合时，管道两端应堵死。15.22.2.3焊条、焊丝焊必须有出厂质量证明书及复验证明，否则不得使用。15.22.2.4对接焊口对接时应按规范尺寸对接，施焊过程中，不得撬动，不得带应力强制对口，焊口的局部间隙过大时，应设法修正至规定尺寸，严禁在间隙内填充杂物。15.22.2.5钨棒端头6-10MM长度磨成15-25度圆锥形。安装钨棒时，应使棒体处于喷嘴中心，不得偏斜，钨棒伸出端面的长度为6-10MM。15.22.2.6检查使用工具是否完好，如流量表、氩气皮管是否失效或漏气。15.22.2.7管子坡口内外壁及距坡口10-15MM范围内彻底清除油漆、锈、毛刺等污迹及水分，直至漏出金属光泽。15.22.2.8焊条使用前应进行烘干，烘干温度为150度，烘干时间为1-2小时，施焊过程中把焊条放置于保温筒内，做到随用随取；氩弧焊丝表面清除油漆、锈等污迹，至露出金属光泽后方可使用。15.22.2.9严禁在管子表面引弧、试验电流及焊接临时支撑物。15.22.2.10氩气纯度为99.99%以上。15.22.3施焊15.22.3.1氩弧焊打底；15.22.3.2采用直流正接法，即正极接工件。15.22.3.3点焊后仔细检查点焊质量，如发现有裂纹、气孔等缺陷，应将该点用角磨砂轮清除掉，重新点焊。焊点长度为1.5-2.0MM，高度为1—2MM。15.22.3.4电弧的引弧为短路引弧，引弧应在坡口内进行且动作轻捷，防止损伤钨极。79 15.22.3.5开始施焊时（包括点焊）先引发电弧加热母材，当呈现熔池时应立即填加焊丝，防止裂纹产生；开始时焊接速度不应过快，并多填加焊丝，使焊壁加厚。15.22.3.6采用填丝方法进行施焊，施焊时送丝速度必须与焊枪运动速度相适应，在坡口较大的情况下，焊丝不能离开氩气保护区，以免高温气化影响焊接质量。15.22.3.7焊接收弧时，焊接速度应适当减慢，以增加焊丝的填充量，待熔池填满后不再填焊丝，立即将电弧引至坡口边缘后速灭弧。15.22.3.8规范参数：采用电流：80---90A，电压：27---24V，焊接速度：5CM/分；氩气流量：8—12升/分；钨极为铈钨极，钨极直径为φ2.0MM;焊丝直径:φ2.4MM.。坡口采用V型坡口（坡口开角色0---35度，间隙为1—1.5MM,钝边尺寸为1MM.。15.22.3.9氩弧焊接过程中，如发现有裂纹、气孔等缺陷时，应其彻底清除后再继续施焊，不得用重复熔化方法来消除缺陷。15.22.3.10为防止裂纹、气孔等到缺陷，施焊过程应连续完成，不得中途停止。15.22.3.11氩-弧打底后不允许放置时间太长，应尽快进行施焊15.22.3.12氩弧焊打底的手工电弧焊盖面：15.22.3.13与氩弧打底相邻的一层，应选用小直径的电焊条（φ2.5、φ3.2）并选用较小的电流，以免封底层被烧穿。15.22.3.14施焊过程中，注意接头及收弧质量，多层焊时，相邻焊道接头应错开；收弧时，应将弧坑填满。15.22.3.15多层焊时，每焊一层后，都应进行清理检查，确保焊道无缺陷合格后才允许焊接次层，最外层焊道应确保几何尺寸及无外观缺陷。15.22.3.16焊接完毕后彻底清除表面的焊渣、氧化物等污物，确保几何尺寸合格后，在焊缝4-5CM处打上低应力钢印，并做好焊接记录。15.22.3.17手工钨极氩弧焊打底及手工钨极氩弧焊盖面79 15.22.3.18采用直流正接法，即正极接工件。15.22.3.19点焊后仔细检查点焊质量，如发现有裂纹、气孔等缺陷，应将该点用角磨砂轮清除掉，重新点焊。焊点长度为1.5-2.0MM，高度为1—2MM。15.22.3.20电弧的引弧为短路引弧，引弧应在坡口内进行且动作轻捷，防止损伤钨极。15.22.3.21开始施焊时（包括点焊）先引发电弧加热母材，当呈现熔池时应立即填加焊丝，防止裂纹产生；开始时焊接速度不应过快，并多填加焊丝，使焊壁加厚。15.22.3.22采用填丝方法进行施焊，施焊时送丝速度必须与焊枪运动速度相适应，在坡口较大的情况下，焊丝不能离开氩气保护区，以免高温气化影响焊接质量。15.22.3.23焊接收弧时，焊接速度应适当减慢，以增加焊丝的填充量，待熔池填满后不再填焊丝，立即将电弧引至坡口边缘后速灭弧。15.22.3.24规范参数：采用电流：80---90A，电压：27---24V，焊接速度：5CM/分；氩气流量：8—12升/分；钨极为铈钨极，钨极直径为φ2.0MM;焊丝直径:φ2.4MM.。坡口采用V型坡口（坡口开角0---35度，间隙为1—1.5MM,钝边尺寸为1MM.。15.22.3.25氩弧焊接过程中，如发现有裂纹、气孔等缺陷时，应其彻底清除后再继续施焊，不得用重复熔化方法来消除缺陷。15.22.3.26为防止裂纹、气孔等到缺陷，施焊过程应连续完成，不得中途停止。15.22.3.27多层焊时，每焊一层后，都应进行清理检查，确保焊道无缺陷合格后才允许焊接次层，最外层焊道应确保几何尺寸及无外观缺陷。15.22.3.28焊接完毕后彻底清除表面的污物，确保几何尺寸合格后，在焊缝4-5CM处打上低应力钢印，并做好焊接记录。79 15.22.4质量检验：15.22.4.1对口检验按图纸要求进行。15.22.4.2焊接质量检验要求：按《工业锅炉施工及验收规范》《热水锅炉安全技术监察规程》的焊接部分进行。检验比例：100%外观检查。15.22.5钢架组合安装施焊技术交底：。15.22.5.1施焊要求：15.22.5.2施焊时应焊平焊缝。打底层选用小直径焊条、大电流施焊的焊接方法。15.22.5.3焊口两侧面10—15MM范围内彻底清除油漆锈待污物至露出金属光泽后方可施焊。15.22.5.4施焊时注意接头和收弧的质量，每条焊缝的接头必须错开，且层间焊接前应进行清理，检查合格后方可进行次层的焊接。15.22.5.5焊接加强面不符合图纸设计要求时，应进行处理至合格为止。焊接完毕后应清除熔渣和金属飞溅物（可用钢丝刷），并在焊缝上打上焊工代号钢印。15.22.6质量检验：钢架在组合安装过程中应执行《钢结构工程及验收规程》（GBJ205—83）的有关规定。15.22.7其余管道采用手工钨极氩弧打底手工电弧焊盖面的焊接方法。15.22.7.1焊接技术要求：15.22.7.1.1焊前准备。15.22.7.1.2焊接场所必须具备防风、防雨等措施，施焊时不得有串膛风，地面管道组合时，管道两端应堵死。15.22.7.1.3焊条、焊丝焊必须有出厂质量证明书及复验证明，否则不得使用。79 15.22.7.1.4对接焊口对接时应按规范尺寸对接，施焊过程中，不得撬动，不得带应力强制对口，焊口的局部间隙过大时，应设法修正至规定尺寸，严禁在间隙内填充杂物。15.22.7.1.5钨棒端头6-10MM长度磨成15-25度圆锥形。安装钨棒时，应使棒体处于喷嘴中心，不得偏斜，钨棒伸出端面的长度为6-10MM。15.22.7.1.6检查使用工具是否完好，如流量表、氩气皮管是否失效或漏气。15.22.7.1.7管子坡口内外壁及距坡口10-15MM范围内彻底清除油漆、锈、毛刺等污迹及水分，直至漏出金属光泽。15.22.7.1.8焊条使用前应进行烘干，烘干温度为150度，烘干时间为1-2小时，施焊过程中把焊条放置于保温筒内，做到随用随取；氩弧焊丝表面清除油漆、锈等污迹，至露出金属光泽后方可使用。15.22.7.1.9严禁在管子表面引弧、试验电流及焊接临时支撑物。15.22.7.1.10氩气纯度为99.99%以上。15.22.8施焊15.22.8.1与氩弧打底相邻的一层，应选用小直径的电焊条（φ2.5、φ3.2）并选用较小的电流，以免封底层被烧穿。15.22.8.2施焊过程中，注意接头及收弧质量，多层焊时，相邻焊道接头应错开；收弧时，应将弧坑填满。15.22.8.3多层焊时，每焊一层后，都应进行清理检查，确保焊道无缺陷合格后才允许焊接次层，最外层焊道应确保几何尺寸及无外观缺陷。15.21.8.4焊接完毕后彻底清除表面的焊渣、氧化物等污物，确保几何尺寸合格后，在焊缝4-5CM处打上低应力钢印，并做好焊接记录。质量检验:按《工业金属管道工程施工及验收规范》GB50235-97标准执行.79 16.生产线调试方案（大纲）79 16.1由于中密度纤维板生产线设备的安装特点，所有设备均是在设备供应商的技术指导下进行的安装，调试工作也是在设备供应商的指导下进行的，安装单位只负责单机调试并且配合整线空负荷及投料试车。因此，试车的基本程序是：设备供应商提出调试方案，经业主、监理单位、施工单位讨论确定后，进行设备安装的消缺、电气接线的校线、测绝缘等工作，然后进行设备空负荷运转，单机运转无问题后，进行分系统调试，所有分系统调试结束后，进行全线的联动试车，直至进行投料试车。16.2所有调试过程，由安装单位处理各种缺陷，对于安装的质量，对业主负全责。16.3由于调试工作是在设备供应商的技术指导下进行，所以，未提出详细的调试方案。17.附表1拟承担此项目的项目经理、项目副经理主任工程师简历表1、项目经理简历79 姓名李金刚性别男民族汉职务项目经理职称工程师出生年月1965.12参加工作时间1986.7文化程度大专主要工作简历及业绩毕业后，一直从事技术管理工作，承担了很多个项目的技术管理工作，主要有黑龙江大兴安岭发电厂35吨/小时锅炉安装，绥化复合板厂生产线设备安装，任技术员、工地主任。自1995年7月起任项目经理，承担了河北冀州人造板厂、辽宁清源人造板厂、山东寿光晨鸣人造板厂、山东莱芜中密度纤维板厂设备安装，以上已完工程安装质量均达到优良标准。2、项目副经理简历姓名陈松峰性别男民族汉79 职务项目付经理职称工程师出生年月196712参加工作时间1987.7文化程度大学主要工作简历及业绩毕业后，一直从事技术管理工作，承担了很多个项目的技术管理工作，主要有黑龙江带岭造纸厂设备安装，绥化复合板厂生产线设备安装，任技术员、工地主任。自1996年7月起任项目经理，承担了辽宁丹东人造板厂、辽宁清源人造板厂、山东寿光晨鸣人造板厂、山东莱芜中密度纤维板厂设备安装，以上已完工程安装质量均达到优良标准。3、主任工程师简历姓名郑勇性别男民族汉79 职务项目经理职称工程师出生年月1967.2参加工作时间1988.10文化程度大学主要工作简历及业绩毕业后，一直从事技术管理工作，承担了很多个项目的技术管理工作，主要有黑龙江汤旺河林业造纸厂设备安装，绥化复合板厂生产线设备安装，任技术员、工地主任、主任工程师，承担了辽宁丹东人造板厂、黑龙江鸡西滴道发电厂设备安装、江西宜春人造板厂设备安装、山东莱芜中密度纤维板厂设备安装，以上已完工程安装质量均达到优良标准。拟承担此项目的主要技术人员简历表姓名龚军民性别男民族汉79 职务工艺技术员职称工程师出生年月1972.5参加工作时间1995.7文化程度大专主要工作简历及业绩毕业后，一直从事技术管理工作，承担了很多个项目的技术管理工作，主要有黑龙江大兴安岭漠河发电厂设备安装，河南扶沟中密度板厂生产线设备安装，承担了辽宁丹东人造板厂、黑龙江鸡西滴道发电厂设备安装、江西宜春人造板厂设备安装、山东寿光晨鸣人造板厂、山东莱芜中密度纤维板厂设备安装，任技术员，以上已完工程安装质量均达到优良标准。拟承担此项目的主要技术人员简历表79 姓名刘中立性别男民族汉职务机械技术员职称工程师出生年月1974.5参加工作时间1995.7文化程度大专主要工作简历及业绩毕业后，一直从事技术管理工作，承担了很多个项目的技术管理工作，主要有黑龙江大兴安岭漠河发电厂设备安装，河南扶沟中密度板厂生产线设备安装，承担了辽宁丹东人造板厂、黑龙江鸡西滴道发电厂设备安装、黑龙江郎乡林业局人造板厂设备安装，任技术员，以上已完工程安装质量均达到优良标准。拟承担此项目的主要技术人员简历表79 姓名庞钊性别男民族汉职务电气技术员职称助理工程师出生年月1968.5参加工作时间1992.7文化程度中专主要工作简历及业绩毕业后，一直从事技术管理工作，承担了很多个项目的技术管理工作，主要有四川广元人造板厂设备安装，河南扶沟中密度板厂生产线设备安装，承担了辽宁丹东人造板厂、黑龙江鸡西滴道发电厂设备安装、江西宜春人造板厂设备安装、山东寿光晨鸣人造板厂、山东莱芜中密度纤维板厂设备安装，任技术员，以上已完工程安装质量均达到优良标准。拟承担此项目的主要技术人员简历表79 姓名邢中文性别男民族汉职务铆工工程师职称工程师出生年月1958.5参加工作时间1980.7文化程度高中主要工作简历及业绩参加工作后，从事铆工工作，多年来积累了丰富的钣金方面的施工经验，后提拔为技术员、工程师，从事技术管理工作，承担了很多个项目的技术管理工作，主要有海南人造板厂设备安装，河南扶沟中密度板厂生产线设备安装，承担了辽宁丹东人造板厂、黑龙江大庆发电厂设备安装、北京林科院等人造板厂设备安装，任技术员，以上已完工程安装质量均达到优良标准。拟承担此项目的主要技术人员简历表79 姓名于明涛性别男民族汉职务材料员职称经济师出生年月1969.5参加工作时间1992.7文化程度技校主要工作简历及业绩参加工作后，从事物资管理工作，多年来积累了丰富的物资管理方面的经验，承担了很多个项目的物资管理工作，主要有海南人造板厂设备安装，黑龙江带岭造纸厂生产线设备安装，辽宁丹东人造板厂、黑龙江大庆发电厂设备安装、黑龙江金山屯造纸厂设备安装工程的物资管理工作，任材料员，以上已完工程物资管理工作管理到位、严把材料质量关、未出现因材料问题影响施工的情况。79 18.附表2配备安装队伍的名称、人员构成及业绩我公司拟派公司第一项目经理部承担此项目的施工，该项目经理部基本构成如下：1、管理人员项目经理、项目副经理、主任工程师各一人各类专业技术人员、安全员共六人材料、财务及后勤行政管理人员共六人翻译一人2、各类技术工人工种数量备注钳工20工程开工后，根据现场实际情况可进行调整。管工10电工12焊工15保温工10起重工5铆工25司机5合计102该项目经理部主要施工业绩见我公司人造板工程主要施工业绩一览表。19.附表3采购、交货、验收、入库及检验程序79 一、采购1.制定物资采购计划由承担工程合同的分工司根据施工图纸，施工计划及合同中规定的顾客提供的物资，编制物资计划，编制时应遵照国家有关规定进行编制。2.分工司物资计划编制后经分工司经理批准后报公司工程部。工程部接到分工司物资计划后与质监部门核实有关标准的基础上由部长审核签字确认，再由工程部报公司分管领导批准生效转发分工司。3.对分承包方的评价4.对合格分包方供应物资的控制。5.采购资料的编制。6.采购合同的签订和审批。7.采购。8.采购产品的验证。二、交货1.采购的产品由分公司保管员进行核对、验收进行库存。2.采购员把有关资料（如检验单、合格证等）移交给保管员。3.移交完毕，采购员持有关手续报分公司经理。三、贮存1.物资开箱检查、验收、保管、定期检查，发放等记录齐全，并做到帐、卡、物一致。设专人管理帐目，履行严格的出入库手续；2.库存物资应定期检查，盘点其质量和数量，包括包装和标识，发现问题及时处理；3.金属材料应按规定做好相应的标识，以防混料；4.不同材料、规格、型号的物品不得混放在一起，防止混错；79 5.对贮存条件要求较高的物资，应有有效防护措施，视需要采取隔离或专库贮存；6.库内贮存的物品放置、堆放应有利于存取，摆放整齐美观，作到规范化、标准化，库内应保持清洁，通道畅通；7.露天存放的物资，应按规定做好下垫工作，有特殊要求的物资，应有良好防雨措施；8.物资贮存，保养应符合安全防火规定，库内不允许摆放与保管无关的物品；9.保管人员应经常检查贮存情况并做好记录，发现问题及时采取有效措施。四、检验1.凡施工用材料、成品、半成品及设备入库或投入使用前进行相关的检验和试验；确认合格后，方可使用。2.从施工开始到设备整套启动前的各工项过程(工序）进行检验和试验；3.工程项目设备整套启动后至整体移交过程中进行检验和试验。20.施工质量保证大纲和本工程主要考核目标79 我公司的施工组织设计中第6—15中已详细介绍了质量、工期的保证措施及各专业施工措施及方法，本工程主要考核目标有：一、质量目标：1、分项工程、分部工程全部合格，且优良品率80%以上。2、本工程确定为优良工程。二、工期目标：保证按合同工期完成施工，且争取提前5天。三、安全目标：无重大工伤、伤亡事故发生，轻伤事故频率小于千分之三十。四、文明施工：工完场清，决不出现任何扰民施工。五、达标生产：保证生产线设备不因安装问题影响运行。21.我公司在中、高密度纤维板安装方面的经验79 根据我公司已安装完成的近30套纤维板生产线设备安装工程的经验，我们认为，要想尽快建成一条现代化的中、高密度纤维板生产线，主要有以下几方面的经验：1、组织好，有一良好、有战斗力的项目班子，包括业主、施工单位、监理单位及外方专家，只要这几方面的人员懂技术、有战斗力，那么协调起来也比较容易一些，解决问题快一些，每周一次的调度协调例会要进行，以解决施工中出现的问题。2、用专业队伍施工，我公司有能力完成大型人造板生产线设备安装任务，因为我公司拥有一大批有着丰富施工经验的施工队伍及自制的专业吊装设备。3、在业主协调下，控制好各专业流水交叉施工，见方案14。4、非标加工量大，因此及早转化图纸，提前进行非标加工制作。5、根据山东东营的气候特点，建议灭火花、施胶、施腊系统要进行伴热保温。6、土建设备基础，特别是主生产线及室外大型旋风分离器支架基础要先施工完，给安装创造条件。精品文档————————————————————————————————————————————————————————————————————————————————————————————————————————————————精品文档精品资料精品文档——————————————————————————————————————————————————————————————————————————————————————————————————————————————-———精品资料79 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