中建六局华夫板专项施工方案

'中国建筑第六工程局有限公司华夫板的专项施工方案南京中电熊猫液晶显示科技有限公司第6代彩色滤光片生产线项目CF厂房土建工程华夫板专项施工方案投标申请人：中国建筑第六工程局有限公司（盖章）法定代表或其委托代理人：地址：天津市滨海新区塘沽杭州道72号日期：2012年2月23日25 中国建筑第六工程局有限公司华夫板的专项施工方案目录第一章编制依据·····························3第二章工程概况·····························4第三章华夫板模板采购贮存、搬运要求·········5第四章华夫板模板的施工工艺流程及操作要点···625 中国建筑第六工程局有限公司华夫板的专项施工方案第五章华夫板模板施工保证措施··············18第六章安全措施····························20第七章环保措施····························2225 中国建筑第六工程局有限公司华夫板的专项施工方案第一章编制依据编制依据：南京中电熊猫液晶显示科技有限公司第6代彩色滤光片生产线项目CF厂房施工图纸，中华人民共和国的法律、规划、国家部级，省级颁布的规范、规程，以及该行业的规范标准，主要25 中国建筑第六工程局有限公司华夫板的专项施工方案第二章工程概况南京中电熊猫液晶显示科技有限公司第6代彩色滤光片生产线项目CF厂房位于南京市新港开发区液晶谷，该工程总建筑面积93305.16平方米，CF厂房层数2、3层为洁净车间，需要采用专门为电子芯片厂房洁净室专用的华夫板模板体系。该工程采用华夫板模板体系厂房层高6.8m，横向长4.8mX44跨=211.2m,纵向长6.0mX25跨=150m，建筑面积31680平方米，横向设5道后浇带，纵向设4道后浇带，框架梁为770X750mm，板厚750mm。25 中国建筑第六工程局有限公司华夫板的专项施工方案第三章华夫板模板采购贮存、搬运要求1.采购贮存1.1.SMC模板出厂时光滑装修面已进行包装，模板应摆放于平整地面上，最好是光滑装修与平整面接触，要防止因地面不平整且长期堆放引起模板变形。1.2SMC模板可以叠放，但在放第二层时，最好在第一层上铺放一层足够刚度的平板(如木纤维板)形成平整面。1.3产品以堆放室内为宜，如堆放室外地面应略垫高，外面用防水布遮盖，以防止雨水、风砂浸蚀光滑装修面，引起污染或划痕。1.4应特别注意用于摆放的平整面上不能有石子，砂粒等硬物，以免破坏光滑面。1.5在生产前，事先准备好平整的堆放厂地；且场地面积足以堆放整批全部模板。2.搬运2.1.SMC模板在搬运过程中，应十分小心不能使模承板引起较大的弯曲，以防折断模承板。2.2.SMC模板短距离搬运时，应采用适当的搬运架，以保证管道相互之间无位移，模承板不变形。2.3.SMC模板在翻转过程中，必须有搬运架保护，以防止翻转过程中折断模承板。2.4.SMC模板较长距离的搬运中，建议应使用平板小车。小车表面应干净、平整、无毛刺、砂粒等硬物。25 中国建筑第六工程局有限公司华夫板的专项施工方案2.5.模板在搬运过程中应轻抬轻放，避免光滑装修面受到锐利工具，砂石等碰撞或磨擦，尽可能避免光滑装修面发生滑移以防破坏包装物，引起光滑装修面划痕。2.6.事先了解工程进度计划，编制运输计划表，调配好车量和人员，以满足工程进度要求。25 中国建筑第六工程局有限公司华夫板的专项施工方案第四章、华夫板模板的施工工艺流程及操作要点1、施工工艺流程铺设华夫板测量放线木模板铺设满堂架搭设华夫板间缝隙打胶、防漏浆处理华夫板之间固定与收边混凝土抹平、收光、养护混凝土浇筑钢筋绑扎安装华夫板嵌缝、清洗模板及满堂架拆除2、施工准备2.1进场后由项目总工组织SMC模板厂家及施工现场技术人员、施工人员认真熟悉图纸，制定出科学合理的施工方案。2.2专业工长及技术人员对具体施工操作人员进行书面及口头技术交底。2.3对SMC模板在施工现场进行一个单元跨度(柱与柱之间)的实际尺寸排版设计，并制作一个完整的样品（SMCSample）。2.4样品完成后，请设计、监理、业主对SMC模板的施工方案及排版图、样品进行审核，并对各方提出的意见进行修改完善。2.5在业主、监理的指定现场位置进行样板施工（Mock-up），供各方审核。2.6认真听取业主、设计、监理对所做样板提出的意见、要求，并在厂房的正式施工前解决、落实。25 中国建筑第六工程局有限公司华夫板的专项施工方案2.7在SMC模板正式用于施工前，要向业主、设计、监理单位提交相关资料以及SMC模板的释气报告（SMCOutgassingReport）。2.8施工准备流程图25 中国建筑第六工程局有限公司华夫板的专项施工方案3、操作要点3.1、满堂架搭设1、根据上部结构的荷载，确定采用满堂脚手架。该工程层高6.8m，属于高支模范畴，应进行专家认证。满堂脚手架采取立杆的跨距0.9m，步距1.2m，主龙骨100*100mm木方，次龙骨50*100mm木方，同时将主次龙骨固定。2、满堂脚手架搭设，用架子工搭设，搭设前对架子工进行技术交底。3、搭设满堂脚手架前，地面弹线确定纵横向立杆的位置，按确定的位置进行搭设，搭设时立杆底部均设置垫木，以确保立杆不因上部搭设过程中倾斜而虚落，从而避免因立杆未落实造成的下沉。4、搭设最上端水平杆时，使用水准仪检查控制其搭设标高，做好第一步控制，以减少模板铺设后再进行调节水平杆的返工量。5、为防止木方架空影响华夫板的平整度，主次龙骨铺设放完毕后检查其标高和平整度，符合要求后再铺设木模板。满堂架搭设见图3.1：图3.1满堂架搭设25 中国建筑第六工程局有限公司华夫板的专项施工方案3.2、模板铺设1、模板采用16mm厚新木质模板。在铺木模板前必须使用水准仪对最上端水平杆做平整度的校核。2、平板模与柱模转角拼缝粘贴双面胶带，以防砼浆外溢；板柱模板交接处，板模下部木方必须伸至柱模边，避免局部板模因支撑刚度不足而挠度过大，进而引发的华夫模板拼缝密封破裂漏浆。3、木模板铺设完成后，在华夫模板铺设前用水准仪检查模板平整度，整体平整度偏差小于3mm。模板铺设见图3.2.图3.2模板铺设3.3、测量放线使用经纬仪将轴线控制线引至木模板面，并再次进行复核，误差不得大于2mm，以每条轴线作为控制线。根据控制线以每6×4.8m为间距放出纵横轴线。然后根据纵横轴线放出每块华夫板（1.2×1.2m）的控制线；再依据1.2×1.2m的方格控制线，测出华夫板的安装中心线。3.4、华夫板铺设25 中国建筑第六工程局有限公司华夫板的专项施工方案1、根据现场实际情况和施工设计图纸用CAD绘制详细的华夫模板铺排图，为后续的精确定位铺排提供依据，从而避免在铺设过程中出现无法按设计整齐接缝的现象。华夫模板铺排以每6M×4.8M为一单元。2、华夫板铺排前首先清理木模板面，检查钉子无露帽和松动；3、华夫板铺排时，先安装铺设区域四周最外侧的一排华夫板，作为安装中间部分的基准线；四周安装好后再安装中间区域的华夫板，严格按照四周基准线进行铺设。4、单元内铺设完毕，复核外围华夫板模板边缘与轴线是否吻合（华夫板制作设计时即作此考虑）。若出现误差则应符合附近轴线距离，掌握并根据轴线偏差情况争取将误差消化在临近单元内，切忌将误差累计。5、检查管帽是否盖紧，管帽的误差控制在+0.5mm至1mm。华夫板铺排施工见图3.4。图3.4华夫板铺排施工3.5、华夫板及平板、收边板的固定及打胶25 中国建筑第六工程局有限公司华夫板的专项施工方案1、铺设一定区域并经复核后（4.8*4.8米一个区块），采用自攻螺丝将华夫板法兰边固定，华夫板与华夫板、平板之间的连接为每边2个点，平板与收边板之间采用自攻螺丝收紧固定。2、用密封胶填缝模板法兰边间缝隙防止浇筑混凝土时漏浆，密封胶需一小时固化时间，此期间应避免人员踩踏，并使用两个燕尾夹固定，待固化后取下。如图3.5：图3.5华夫板打胶及固定3.6、钢筋绑扎1、华夫板的井字梁密集，而圆筒间净宽为250mm，高度超过600mm，因而必须架空绑扎；但整体架空又几乎无法落放，因而必须分区段绑扎；小区段内主次梁节点处钢筋密集，为方便穿筋并确保保护层厚度必须分方向分主次梁进行绑扎落位。2、梁筋绑扎采取架空逐根绑扎完毕后落放入模的方法，架空采取在华夫板盖板间架立木方悬挂梁面筋，摆底筋，穿箍筋成型。将同一方向的梁全部完成后即同此法绑扎另方向的梁。3、腰筋的绑扎，因纵横梁绑扎需要穿主筋，腰筋先不绑，待梁绑扎就位后穿筋绑扎；25 中国建筑第六工程局有限公司华夫板的专项施工方案4、保护垫块，华夫板的板沿有翻边可控制梁筋的保护层，现场根据梁的下挠情况在底部加设2CM厚垫块。钢筋绑扎照片见图3.6所示。图3.6钢筋绑扎示意图3.7混凝土浇捣1、因华夫板空心楼板厚度750mm，为了增强满堂架的整体稳定性，柱混凝土先进行浇筑，并将排架和已浇筑完成的柱子进行连接，增加其整体稳定性，确保满堂架安全。2、混凝土浇筑从一侧向另一侧依次进行浇筑。一鼓作气连续浇筑完成整个华夫楼板的浇筑。3、混凝土浇筑前将标高控制点设置在6M*4.8M的柱主筋上，控制整体平整度；另外根据筒盖面控制混凝土面标高，因为筒高同板厚，将混凝土浇筑至与筒盖面平齐控制平整度。25 中国建筑第六工程局有限公司华夫板的专项施工方案4、混凝土下料振捣和粗平时以华夫模板筒面标高作为控制依据。混凝土浇筑高于筒面3mm作为沉实和泌水的厚度损失。精确找平磨光时参照柱上标高控制点和华夫板盖板面标高。模板施工与交接验收中已反复控制标高平整度，故此时最大标高误差一般在3mm内，满足表明平整度2mm的平整度要求。5、因华夫板空心楼板较厚，因而混凝土浇筑时采取全面分层浇筑、分层捣实的浇筑方式，同时明确混凝土上下层覆盖的时间间隔不得超过2小时，必须保证上下层混凝土在初凝之前结合好，避免形成施工缝。6、混凝土振捣时，由于泵送混凝土流动性大，应控制好浇筑厚度及振捣后的坡度。振捣时应做到快插慢拔，要求浇上层混凝土时，需插入下层混凝土内10mm，使上下层混凝土紧密结合。振捣器在每一位置振捣的持续时间，应以拌和物停止下沉不再冒气泡并泛出水泥砂浆为准，不宜过振。华夫板混凝土浇筑见图3.7所示。图3.7华夫板混凝土浇筑25 中国建筑第六工程局有限公司华夫板的专项施工方案3.8、混凝土找平、收光、养护1、找平采用人工操作，找平过程中分粗平和精平两个阶段，粗平采用2m刮尺按控制标高和管帽刮平，再用木抹子拍浆，剔除表面骨料；精平采用2m刮尺（铝合金方管）进行精平。2、表面收光因后续工序要求，华夫楼板表面应原浆压光，一次成型。采用人工收光则收光效果不佳，且施工速度慢。因华夫筒面与混凝土表面平齐，且筒体间距仅为210mm，因此当混凝土位于临界初凝期时，首先使用磨光机对大面积混凝土进行磨光，此时混凝土有了硬度，表面较容易磨出光泽。其次，因为受圆筒影响，筒间混凝土机械磨光效果不尽理想，此时采用人工收光；人在筒盖上施工，可避免破坏前期机械打磨的成果；此时混凝土经过机械打磨已经非常平整，且已经有了一定硬度；工人参照筒盖面，仅以筒与筒之间小面积混凝土为作业对象，完全能满足收光效果及速度要求。3、养护华夫楼空心楼板虽然厚度750mm，但因为圆筒均匀满布有利于内部散热，故不作超厚混凝土水化热控制；根据天气及季节采取与其它混凝土相同的养护方法即可。3.9、满堂架及模板拆除1、满堂架承重杆件及模板待混凝土强度达到100%后方可拆除，模板拆除时按照先支后拆、后支先拆的原则进行。2、模板拆除过程清理局部的漏浆和污染，拆除过程中不能损伤或划伤华夫板表面，然后拆除华夫板的保护膜。25 中国建筑第六工程局有限公司华夫板的专项施工方案3、楼面筒体的孔洞密布，做好必要的安全围护后再揭除筒体盖板，并修整筒口局部混凝土毛刺，华夫板塑料保护层拆除见图3.9所示。图3.9华夫板保护膜拆除3.10华夫板嵌缝、清洗1、华夫板嵌缝1）清除漏浆部分的残渣和灰迹，清除残渣和灰迹的时候不能损伤华夫板表面。2）用同色系的防霉型低离子密封胶填补缝隙，用密封胶填补缝隙时，由于密封胶有收缩性，故密封胶要稍微凸出。3）用刮板将密封胶刮平，密封胶刮平，不能有明显的高低不平，清除密封胶残渣时不能损伤华夫板表面。2、华夫板清洗25 中国建筑第六工程局有限公司华夫板的专项施工方案1）采用净水清洗，将表面的混凝土余浆、污渍清洗干净。2）再用柔软棉布擦拭干净。华夫板嵌缝清洗完成后照片见图3.10所示。图3.10华夫板嵌缝完成示意图25 中国建筑第六工程局有限公司华夫板的专项施工方案第五章华夫板模板施工保证措施1、华夫板施工组织强有力的管理班子，设置：施工总负责，技术负责人，模板施工工长，钢筋施工工长，混凝土施工工长，混凝土浇筑协调员，机电管理员，混凝土计量员，试验管理员，质量监督员，资料员，材料员，后勤管理员，专职安全管理员，测量管理员，塔吊指挥。2、土建劳务队按模板工，钢筋工、混凝土工，力工，电工，水管工，机修工等分班组，实行工种承包，挂牌施工，工种人数根据实物工程量确定。3、华夫板模板安装对分放样组（2组6人、分别负责纵横向），搬运工（10人），铺排组（5组20人），固定组（按固定与填缝工序分2组共10人）。华夫板模板安装工岗前应经过专门培训，考核合格后方可上岗。4、对SMC模板在施工现场进行一个单元跨度(柱与柱之间)的实际尺寸排版设计，并制作一个完整的样品，请设计、监理、业主对FRP模板的施工方案及排版图、样品进行审核，并对各方提出的意见进行修改完善，做到样板先行。5.建筑模板与SMC模板之间应采用隔离薄膜(塑料膜)隔离，以防止SMC模板表面受污染。6.SMC模板应按模板铺放图进行铺放，铺放时要尽可能避免SMC模板在建筑模板上滑移，要保持建筑模板表面清洁，无砂粒等硬物或其他任何凸起存在。25 中国建筑第六工程局有限公司华夫板的专项施工方案7.铺放时应调整模板间隙，以保持要求的尺寸精度。8.布置钢筋及混凝土浇注施工过程中应注意避免筒身单侧受力，而影响筒身的垂直度。布置钢筋时应小心防止钢筋扎伤玻璃钢筒身，另外在施工过程中必须注意防火安全，防止引起玻璃钢模板燃烧而引发火灾或烧损玻璃钢模板。9.支撑架搭设满堂架钢管上部采用可调顶托，便于调整龙骨的高度，主次龙骨木方应刨平直，木模板应挑选偏差较小的优质模板。模板拼接处要严格控制接茬处的平整度，模板铺放完成后，要清洁模板表面，不允许有铁钉，混凝土等残渣存在。10、吊装FRP模板时，轻起轻放，不准碰撞，防止模板变形，FRP模板下木模拆模时不得用大锤硬砸或撬棒硬撬，以免损伤混凝土表面及棱角。25 中国建筑第六工程局有限公司华夫板的专项施工方案第六章安全措施1、模板应码放在塔吊的有效回转半径内，堆放场地要坚实平整、排水流畅、不得积水。2、模板要划出专门堆放区，并要设立明确的标志，非操作人员不得随意进入模板堆放场地，不得在组拼木模板下休息、乘凉。3、进入现场必须佩戴安全帽，高空作业必须系好安全带。4、模板存放时应面对面平面放置。钢柱模板应两两相对平放。5、模板起吊前，应将吊车的位置调整适当，并检查吊装用绳索、卡具及每块模板上的调换是否牢固，然后将吊钩挂好，拆除一切临时支撑，稳起稳吊；严禁用人力搬动模板。吊运过程中，严禁模板大幅度摆动或碰倒其它模板。6、吊车司机及指挥信号工必须经过培训，持证上岗，施工中指挥人员与司机必须统一信号，禁止违章指挥和操作。7、模板安装放置时，下面不得压有电线和气焊管线。8、模板组装或拆除时，指挥拆除和挂钩人员必须站在安全可靠的地方方可操作，严禁任何人员随模板起吊。安装外模板的操作人员必须配戴安全带。9、所有人员进入施工区域要佩戴安全帽，不能穿拖鞋、背心进入施工现场。服装与安全帽要求统一，便于区分与管理。10、施工现场孔洞处标识明显，安全设施及围栏不得随意拆除、转移；如因工作必须移除时，在作业完毕后要立即复原。11、高处作业人员戴好安全帽、系好安全带，确保安全。12、项目经理、安全员应每日检查各项安全设施的安全性并做好记录。25 中国建筑第六工程局有限公司华夫板的专项施工方案13、施工现场严禁随意搭接电线，临时用电每天进行检查。严格使用插头接用电源，不可以直接裸线接入。14、未装设安全设施的区域通道，严禁通行、施工。25 中国建筑第六工程局有限公司华夫板的专项施工方案第七章、环保措施1、成立对应的卫生环境管理机构，在工程施工过程中严格遵守国家和地方政府下发的有关环境保护的法律、法规和规章，加强对工程材料、设备、废水、生产生活垃圾的控制和管理。2、工人进入施工现场后不得大声喧哗，工地现场严禁吸烟。3、严格控制施工现场的噪音：施工现场设置噪音仪，同时对产生较大噪音的设备搭设双层防护棚进行防护。4、对施工道路进行硬化，并在晴天经常对通行道路进行洒水，防止尘土飞扬，污染周围环境。5、施工现场设置排水管网，大门出入口设置车辆冲洗台及污水沉淀池。污水经过处理后排入市政排水官网，禁止向饮用水源及各类河道、水域排水。6、施工现场合理布置、规范围挡，做到标牌清楚、齐全，各种标识醒目，施工场地整洁文明。内部资料，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Q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中国建筑第六工程局有限公司华夫板的专项施工方案25'