BAYER储罐施工方案碳钢.doc

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目 录 1.0工程概况22.0 编制依据及施工验收规范23.0储罐预制安装34.0储罐焊接85.0 充水试验方案126.0技术质量管理管理147.0安全管理158.0附件221劳动力计划2主要施工计量器具配置计划3主要施工机具4 储罐提升倒链数量表5储罐施工进度计划1.0工程概况拜耳异氰酸酯和聚醚项目MDI联合装置罐区工程，有V911，V912，V913罐区组成，其工作范围为25座储罐的预制、安装。储罐位号、材质、规格等参数见表：（本方案为碳钢储罐施工方案）序号名称位号数量材质容积M3净重T直径mm高度mm备注1PU3133成品贮罐V911-TA91-BA015116MnR50030584900095052聚合物单件贮罐V911-TA91-BA018116MnR801213340006436预制厂3PU1806成品贮罐V911-TA91-BA019116MnR10005077711500127804MCD贮罐V912-TA92-BA001116MnR15006265313500129985MDA1号贮罐V912-TA92-BA002116MnR20008070215000144126MDA贮罐V912-TA92-BA003116MnR10005049511500129807MDI产品V20 1号贮罐V912-TA92-BA005116MnR20008316615000141628MDI贮罐V912-TA92-BA007116MnR10005080011500127809MDI WITH MCB贮罐V912-TA92-BA008116MnR150062653135001299810MDA2号贮罐V912-TA92-BA009116MnR200080425150001416211MDA废水贮罐V912-TA92-BA010116MnR100052528115001298012MDA废苯胺贮罐V912-TA92-BA011116MnR500360769000950413MDI产品V203号贮罐V912-TA92-BA012116MnR200081566150001614214纯硝基胺贮罐V913-TA93-BA006116MnR3000132640175001592015纯苯胺贮罐V913-TA93-BA008116MnR100063601115001278016粗苯胺贮罐V913-TA93-BA009116MnR5000204716225001644717废水缓冲贮罐V913-TA93-BA011116MnR100050800115001278018工艺水（苯胺）贮罐V913-TA93-BA014116MnR100050800115001278019雨天贮罐V913-TA93-BA015116MnR15006265313500129982.0 编制依据及施工验收规范2.1. GB50128-2005立式圆筒形钢制焊接储罐施工及验收规范；2.2. JB/T4730-2005承压设备无损检测2.3.南京设计院储罐施工图纸；2.4 JGJ46-20052.5 拜耳有关规定：a. Design criteria equipment Rev.5b. Specification of equipment fabricated in the peoples republic of china bayer shanghai polymers Rev.5c. Piping and equipment top coating color, BISS-ES-50-001 Rev.5d. Storge tank for cyan V910- Tankfarm Rev.04e. Execution specification Rev 2006-05-293.0储罐预制安装措施本工程所以储罐均采用倒链提升倒装法施工，施工过程中采用吊车配合。在预制场内进行储罐的预制，现场进行安装。所有储罐预制滚圆结束后放在胎具上，用20吨汽车将预制件运至施工现场，由16吨汽车吊配合安装。其工艺流程为：材料验收运至预制场划线下料预制成型运至安装现场基础验收罐底工字钢、底板铺设罐底焊接、检验顶圈壁板组焊罐顶包边型钢安装提升装置安装罐顶及附件安装罐顶劳动保护安装提升第二节壁板底圈壁板组焊、检验拆除提升装置附件安装正负压试验基础沉降观测放水铭牌安装交工。3.1 罐底的预制底板预制前，应根据图样要求及材料规格绘制审核排板图，且应符合下列要求:罐底的排板直径，宜按设计直径放大0.10.2%；边缘板沿罐底半径方向的最小尺寸，不得小于700mm；碳钢罐底板采用氧、乙炔半自动切割机切割，罐底板预制检查合格后应标明编号、规格以便于安装使用。罐底板在进现场前应喷砂除锈达Sa2.5级，喷涂油漆，罐底板每块底板边缘需焊接的50mm范围应用胶带纸粘贴。罐底板的运输和保管过程中应采取防变形措施。在运输过程中应对预制件的进行保护，并制作运输胎具以防油漆损伤。3.2 罐壁板的预制（1）壁板应按照到货板材的实际情况依据规范的技术要求并结合施工图纸及罐底排版图综合考虑进行排版。（2）直径小于25米的储罐，壁板宽度不得小于1000mm，长度不得小于1000mm；直径大于或等于25米的储罐，壁板宽度不得小于1000mm，长度不得小于2000mm（3）底圈壁板的纵向焊缝与罐底边缘板对接焊缝之间的距离，不得小于300mm，上、下两圈壁板纵缝距离不小于500mm。（4）罐壁开孔接管或开孔接管补强圈板边缘与罐壁纵环缝之间的距离，应大于焊脚尺寸的8倍，且不小于不小于250mm。（5）壁板环缝采用对接，预制壁板下净料，壁板的周长应按下式计算:L=(Di+)-nb+na+ 式中 L 壁板周长(mm)；Di储罐内径(mm)；储罐壁厚(mm)；n 壁板数量；a 每条焊缝收缩量(mm)，手工焊取2 ；每块壁板长度误差值(mm)；b 对接接头间隙(mm)。（6）碳钢壁板的切割（包括坡口的加工）用氧、乙炔半自动切割机切割，切割完毕后需用磨光机磨平，壁板的坡口形式按图纸要求执行。（7）磨好坡口及钝边，进行滚弧，滚制好的壁板应立置在平台上用直线样板检查平直度，其间隙不得大于1mm，用弧形样板检查其弧度，其间隙不得大于4mm。为了防止变形，壁板成型后应放置在制作的胎具上及时运至施工现场。（8）罐壁板加工后的偏差应符合下表的规定：测量部位环缝对接（mm）AB（CD）10mAB（CD）10mACEFBD简图：宽度AC、BD、EF1.51长度AB、CD21.5对角线之差AD、BC32直线度AC、BD11AB、CD223.3 罐顶板的预制罐顶板应按照到货板材的实际情况依据规范的技术要求并结合施工图纸及罐壁排版图综合考虑进行排版。顶板任意两条相邻焊缝的间距，不得小于200mm。在组装平台上拼装成型，并采用双面焊接，焊后应平整；拱形罐顶板下料是要根据放样图进行。罐顶板预制成形后，应用弧形样板检查，其间隙不得大于10mm 。3.4 包边角钢及其他构件的预制加强圈、包边角钢根据图纸尺寸机械卷制，其弯曲半径偏差为19mm，成型后放在平台上检查，翘曲度不得超过构件长度的0.1%，且不得大于4m