中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案

'中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案目录第一章编制依据2一、施工组织设计2二、施工图2三、规范、规程、文件等2第二章工程概况3一、总体概况3二、工程概况3员工餐厅：3培训中心：3客服中心北楼与南楼：4单证、客服中心综合办公楼：4第三章施工部署5一、技术准备5二、工期准备5三、人员准备5四、施工准备6五、构配件6第四章架体设计8一、荷载分析8二、悬挑架搭设概况8三、构造要求12第五章施工要点24第六章脚手架检查与验收27第七章安全管理措施28第九章外架悬挑型钢穿墙洞处封堵措施30第十章脚手架避雷接地措施30附件1：悬挑架型钢布置图及节点详图附件2：安全计算书32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案第一章编制依据一、施工组织设计名称编号编制日期施工组织设计2013年7月二、施工图图纸名称图纸编号出图日期建筑施工图建施-1～212013年4月结构施工图结施-1～3020123年4月三、规范、规程、文件等类别名称编号国家《混凝土结构工程施工质量验收规范》GB50204-2011《建筑工程施工质量验收统一标准》GB50300-2010《建筑结构荷载规范》GB50009-2001（2006版）《钢管脚手架扣件》GB15831-2006行业《建筑施工扣件式钢管脚手架安全技术规范》JGJ130-2011《建筑施工腕扣件式钢管脚手架安全技术规范》JGJ166-2008《建筑施工高处作业安全技术规程》JGJ80-91《建筑施工安全检查标准》JGJ59-2011其他《危险性较大的分部分项工程安全管理方法》建质（2009）87号《建设工程高大模板支撑系统施工安全监督管理导则》建质（2009）254号企业中建一局（集团）有限公司《项目管理手册》、《质量管理手册》等32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案第二章工程概况一、总体概况序号项目名称1工程名称中国农业银行客服中心（合肥）及安徽省分行营业办公用房建设项目2工程地址合肥市滨湖新区徽州大道与云谷路交口3建设单位中国农业银行股份有限公司安徽省分行、合肥市重点工程建设管理局4设计单位深圳市建筑设计研究总院有限公司5监理单位安徽省建设监理有限公司6质量监督单位安徽省建筑工程质量监督监测站7施工单位中国建筑一局（集团）有限公司8劳务单位合肥跨越劳务有限公司、合肥新天安劳务公司、合肥昌宏劳务公司9总建筑面积m2二、工程概况员工餐厅：1建筑面积(m2)建筑面积12982m22层数-1+4地下1层地上4层共18.95m3层高1层6.55m2层4.50m3层4.50m4层4.50m5层4.50m-1层4.95m4结构形式基础类型独立基础+抗水板结构类型框架结构培训中心：1建筑面积(m2)建筑面积21810m22层数-1+4地下1层地上5层共23.9m3层高1层5.5m2层4.50m3层4.50m4层4.50m5层4.50m-1层4.95m32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案4结构形式基础类型独立基础+抗水板结构类型框架结构客服中心北楼与南楼：1建筑面积(m2)建筑面积46368m22层数-1+4地下1层地上5层共23.95m3层高1层5.5m2层4.50m3层4.50m4层4.50m5层4.50m-1层4.95m4结构形式基础类型独立基础+抗水板结构类型框架结构单证、客服中心综合办公楼：1建筑面积(m2)建筑面积46368m22层数-1+15地下1层地上15层共72.6m3层高1层6.3m2层5.50m3层3.10m4-15层4.30m-1层6.25m4结构形式基础类型独立基础+抗水板结构类型钢筋混凝框架核心筒结构32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案第三章施工部署一、技术准备1、项目总工程师组织技术部、工程部、质量部熟悉图纸，认真学习掌握施工图纸内容、要求和特点，同时针对有关施工技术和图纸存在的疑点作好记录，通过会审，对图纸中存在的问题与设计、甲方、监理共同协商解决，取得一致意见后，办理图纸会审记录会签，作为施工图的变更依据和施工操作依据。2、施工前组织技术、工程人员进行相应的学习、培训，使他们掌握专业的基础知识，为施工中能够熟练运用打下良好的基础，应达到专业施工技术管理人员持证上岗，专业温习时间不得少于7d。3、认真学习研究施工组织设计、相关规范、规程、标准。4、熟悉各部位截面尺寸、标高制定模板初步设计方案。5、施工前对精密仪器检验，如发现仪器有异常情况发生，不得使用，应及时送往专业部门检验、调试，检测合格后方可使用。二、工期准备序号名称工期1地下结构2013年8月15日~2013年11月30日2地上结构2013年12月1日~2015年2月12日3悬挑架搭设（以实际工程进度为准）三、人员准备序号姓名职务职责1张良项目经理总部署2朱洪可项目总工程师方案编制及交底3李建永生产经理生产计划安排与总协调4王雪峰工长现场作业人员安排，安全、质量等过程控制及管理5王超工长6盖万全安全员搭设、拆除、施工过程中安全监督及过程7架子工32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案30人负责按照技术交底及安全交底的要求搭设、维护、拆除架体（需持有省级建委颁发的操作证件）四、施工准备1、脚手架搭设前，应按专项施工方案向施工人员进行交底。2、所有搭设材料必须按照国家现行规范规定对其检查验收，不合格产品不得使用。3、经检验合格的构配件应按品种、规格分类、对方整齐、平稳，对方场地不得有积水。4、应清楚搭设场地杂物，平整搭设场地，并应使排水畅通。5、结构构件具备架体搭设的强度。五、构配件1、钢管脚手架钢管应采用现行国家标准《直缝电焊钢管》GB/T13793《低压流体输送用焊接钢管》GB/T3091中规定的Q235-A级普通钢管，钢管的钢材质量应符合现行国家标准《碳素结构钢》GB/T700中Q235级钢的规定。脚手架钢管采用Ф48×3钢管，每根钢管的最大质量不大于25.8KG，壁厚最小值不得小于3.0mm。2、扣件扣件采用锻铸铁或铸钢制作，其质量和性能应符合现行国家标准《钢管脚手架扣件》GB15831的规定，采用其他材料制作的扣件，必须经过试验证明其质量符合该标准的规定后方可使用。扣件在螺栓拧紧扭力矩达到65N.M时，不得发生破坏。3、脚手板脚手板采用木材料制作，单块脚手板的质量不大于30KG。竹笆脚手板材质需符合现行国家标准《木结构设计规范》GB50005中Ⅱa级材质的规定。脚手板厚度不应小于50mm,两端设置直径不小于4mm的镀锌钢丝箍两道。4、悬挑脚手架用型钢悬挑脚手架用型钢（悬挑梁及U型螺栓连接件）的材质应符合现行国家标准《碳素结构钢》GB/T700或《低合金高强度结构钢》GB/T1591的规定用于固定型钢悬挑梁的U形钢筋拉环或锚固螺栓材质应符合现行国家标准《钢筋混凝土用钢第1部分：热轧光圆钢筋》GB1499.1中HPB235级钢筋的规定。5、安全网32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案安全网采用经国家指定监督检验部门监定许可生产的厂家产品，同时应具备监督部门批量验证和出厂检验合格证。安全网的力学性能应符合GB5726—88《安全网力学性能试验方法》的规定，进入现场后按规定对安全网进行模拟人型砂包冲击试验，立网采用安全网—L—1.8×6的密目安全网，架内平网采用P—1．5×6的尼龙网。32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案第四章架体设计一、荷载分析以下内容包含本架体搭设中所考虑的全部荷载因素组合：1、荷载类别序号类别名称内容1永久荷载架体自重立杆、纵向水平杆、横向水平杆、剪刀撑、扣件等构配件自重脚手板、栏杆、挡脚板、安全网等防护设施自重2可变荷载施工荷载作业层上的人员、器具、材料等自重风荷载取经验值2、荷载效应组合计算项目荷载效应组合纵向、横向水平杆承载力与变形永久荷载+施工荷载型钢悬挑梁的承载力、稳定与变形永久荷载+0.9（施工荷载+风荷载）立杆稳定永久荷载+0.9（施工荷载+风荷载）连墙件承载力与稳定双排架、风荷载+0.3KN3、荷载标准值类别标准值（KN/m2）木脚手板0.35栏杆、木脚手板挡板0.14型钢工字钢（I18）24.143KG/M密目式安全立网0.01施工均布荷载3风荷载0.35二、悬挑架搭设概况员工餐厅：本工程1层向下西侧北侧搭设满堂脚手架。北侧东侧搭设高支模架体（参考高支模方案）本架体采用工字钢悬挑，2层开始悬挑，一悬挑15.6m32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案序号挑次起始高度(m)结束高度(m)搭设高度(m)覆盖楼层1第一次5.521.115.62-4层注出于安全考虑以上所得搭设高度中均+1.5m的高度，作为安全防护。计算书中已考虑。脚手架参数名称内容备注搭设高度架体高度15.6m单立杆搭设尺寸立杆纵距1.5m立杆横距0.85m立杆步距1.8m大小横杆大横杆在上，搭接在大横杆上的小横杆根数为2根钢管类型Φ48×3.0连墙件两步二跨竖向间距3.6m，水平间距3m连墙件连接方式双扣件连接悬挑水平钢梁见下表架体距离外墙采用250mm。钢丝绳及支杆水平间距6m架体角部加强采用下支撑16a#槽钢,钢丝绳6×19工字钢类型编号型号悬挑长度（mm）锚固长度总长备注A18#工字钢130037005000B18#工字钢用于转角处无法满足让立杆落在工字钢上的时，采用18#工字钢作为连梁。培训中心：本工程1层向下西侧北侧搭设满堂脚手架。北侧东侧搭设高支模架体（参考高支模方案）本架体采用工字钢悬挑，2层开始悬挑，一悬挑20m序号挑次起始高度(m)结束高度(m)搭设高度(m)覆盖楼层1第一次5.525.5202-5层注出于安全考虑以上所得搭设高度中均+1.5m的高度，作为安全防护。计算书中已考虑。脚手架参数名称内容备注32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案搭设高度架体高度20m单立杆搭设尺寸立杆纵距1.5m立杆横距0.85m立杆步距1.8m大小横杆大横杆在上，搭接在大横杆上的小横杆根数为2根钢管类型Φ48×3.0连墙件两步二跨竖向间距3.6m，水平间距3m连墙件连接方式双扣件连接悬挑水平钢梁见下表架体距离外墙采用250mm。钢丝绳及支杆水平间距6m架体角部加强采用下支撑16a#槽钢,钢丝绳6×19工字钢类型编号型号悬挑长度（mm）锚固长度总长备注A18#工字钢130037005000B18#工字钢用于转角处无法满足让立杆落在工字钢上的时，采用18#工字钢作为连梁。客服中心北楼：本工程1层向下西侧北侧搭设满堂脚手架。北侧东侧搭设高支模架体（参考高支模方案）本架体采用工字钢悬挑，2层开始悬挑，一悬挑13.6m序号挑次起始高度(m)结束高度(m)搭设高度(m)覆盖楼层1第一次5.525.419.92-5层注出于安全考虑以上所得搭设高度中均+1.5m的高度，作为安全防护。计算书中已考虑。脚手架参数名称内容备注搭设高度架体高度19.9m单立杆搭设尺寸立杆纵距1.5m立杆横距0.85m立杆步距1.8m大小横杆大横杆在上，搭接在大横杆上的小横杆根数为2根32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案钢管类型Φ48×3.0连墙件两步二跨竖向间距3.6m，水平间距3m连墙件连接方式双扣件连接悬挑水平钢梁见下表架体距离外墙采用250mm。钢丝绳及支杆水平间距6m架体角部加强采用下支撑16a#槽钢,钢丝绳6×19工字钢类型编号型号悬挑长度（mm）锚固长度总长备注A18#工字钢130019003200B18#工字钢161829114529C18#工字钢128020203300D18#工字钢用于转角处无法满足让立杆落在工字钢上的时，采用18#工字钢作为连梁。单证、客服中心综合服务楼：本工程1层向下西侧北侧搭设满堂脚手架。本架体采用工字钢悬挑，3层开始悬挑，一悬挑17.2m、悬挑4次到顶。序号挑次起始高度(m)结束高度(m)搭设高度(m)覆盖楼层1第一次14.631.817.24-7层2第二次31.848.817.28-11层3第三次48.86617.212-15层4第四次6673.97.9屋面设备机房注出于安全考虑以上所得搭设高度中均+1.5m的高度，作为安全防护。计算书中已考虑。脚手架参数名称内容备注搭设高度架体高度17.2m单立杆搭设尺寸立杆纵距1.5m立杆横距0.85m立杆步距1.8m大小横杆大横杆在上，搭接在大横杆上的小横杆根数为2根32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案钢管类型Φ48×3.0连墙件两步二跨竖向间距3.6m，水平间距3m连墙件连接方式双扣件连接悬挑水平钢梁见下表架体距离外墙采用250mm。钢丝绳及支杆水平间距6m，第一道净高6m，第二道净高5.6m架体角部加强采用下支撑16a#槽钢,钢丝绳6×19工字钢类型编号型号悬挑长度（mm）锚固长度总长备注A18#工字钢130019003200B18#工字钢128020203300C18#工字钢用于转角处无法满足让立杆落在工字钢上的时，采用18#工字钢作为连梁。三、构造要求1、悬挑工字钢安装1.1在相应悬挑工字钢的结构楼层顶板支设完成后，按照脚手架步距进行锚环钢筋的预埋绑扎，详见附图1.2悬挑钢梁穿墙构造角钢规格不小于63mm×63mm×6mm。型钢悬挑梁悬挑端设置能使用脚手架立杆与钢梁固定的定位点，定位点离悬挑架端部不小于100mm。悬挑钢梁穿墙构造32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案悬挑钢梁楼面构造1.3墙体预留洞根据本工程墙体配筋均为200×200间距，座椅在现场制作加工200×200的木盒预埋在剪力墙内。2、纵向水平杆、横向水平杆、脚手板2.1纵向水平杆2.1.1纵向水平杆设置在立杆内侧，单根杆长度不小于3跨2.1.2纵向水平杆长度采用对接扣件连接，两根相邻纵向水平杆的接头不设置在同步或者同跨内，不同步或不同跨两个相邻接头在水平放线错开的而距离不小于500mm，各接头中心至最近主节点的而距离不小于纵距的1/3。2.1.3当使用木脚手板时，纵向水平杆应作为横向水平杆的支座，用直角扣件固定在立杆上2.2横向水平杆2.2.1作业层上非主节点处的横向水平杆，根据支撑脚手板的需要等间距设置，最大间距不大于纵向的1/22.2.2使用木脚手板时，双排脚手架的横水平杆两端均采用直角扣件固定纵向水平杆上。2.2.3主节点处必须设置一根横向水平杆，用直角扣件连接且严禁拆除。2.3脚手板2.3.1作业层脚手板应铺满、铺稳、铺实。2.3.2竹笆脚手板设置在四根纵向水平杆上。当脚手板长度小于2m32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案时，可采用两根横向水平杆支撑，将脚手板两端与横向水平杆可靠固定，严防倾翻，脚手板的铺设采用对接平铺及搭接铺设。脚手板对接平铺时，接头处应设两根横向水平杆，脚手板外伸长度应取130mm~150mm，两块脚手板外伸长度的和不大于300mm,脚手板搭接铺设时，接头支设在横向水平杆上，搭接长度不小于200mm，其伸出横向水平杆的长度不小于100mm。2.3.3作业层端部脚手板探头长度为150mm，其板的两端均固定于支撑杆件上。3、立杆3.1每根立杆底部与钢梁连接，采用DN25短钢管与钢梁焊接，焊接长度200mm。3.2脚手架必须设置纵、横向水平杆。纵向扫地杆采用直角扣件固定在距离钢管底部200处的立杆上，横向扫地杆采用直角扣件固定在紧靠纵向扫地杆下方的立杆上。3.3立杆接长除顶层顶步外，其余各层各步接头必须采用对接扣件连接。3.4立杆的对接、搭接应符合以下规定3.4.1当立杆采用对接接长时，立杆的对接扣件交错布置，两根相邻立杆的接头不设置在同步内，同步内隔一根立杆的两个相隔接头在高度方向错开的距离为500mm，各接头中心32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案至主节点的距离需小于步距的1/3（500mm）；3.4.2当立杆采用搭接接长时，搭接长度不小于1m，并采用2个旋转扣件固定。端部扣件盖板的边缘至杆端距离不小于100mm。3.4.3脚手架立杆顶端栏杆高出女儿墙上端1000mm，高出檐口上端1500mm。3.4.4立杆及纵横向水平杆构造要求见下图。立杆对接接头布置32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案纵、横向扫地杆构造3.4.5立杆的垂直偏差应控制在不大于架高的1/400。3.4.6开始搭设立杆时，每隔6跨设置一根抛撑，直至连墙件安装稳定后，方可根据情况拆除。3.4.7当立杆基础不在同一高度上时，必须将高处的纵向扫地杆向低处延长两跨与立杆固定，高低差不应大于1m。靠边坡上方的立杆轴线到边坡的距离不应小于500mm。3.4.84、连墙件4.1连墙件布置必须符合以下规定：4.1.1靠近主节点设置，偏离主节点的距离不大于300mm；4.1.2从底层第一步纵向水平杆处开始设置，当该处设置困难时，采用其他可靠措施固定；4.1.3本工程采用方形布置；4.2连墙件中的连墙杆呈水平设置，当不能水平设置时，应向脚手架一端下斜连接。4.3连墙件必须可承受拉力和压力的构造。采用刚性连墙件与建筑物连接。剪力墙处连墙件洞口处连墙件32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案5、剪刀撑5.1双排脚手架设置剪刀撑与横向斜撑。5.2双排脚手架剪刀撑的设置须符合以下规定：32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案5.2.1每道剪刀撑宽度不应小于4跨，且不应小于6m，每道剪力撑跨越立杆的根数为5根不超过7根，斜杆与地面的倾角为45~60度之间。5.2.2剪刀撑斜杆应用旋转扣件固定在与之相交的横向水平杆的伸出端或立杆上，旋转扣件中心线至主节点的距离不大于150mm。5.2.3本工程所有悬挑架设置连续剪刀撑。5.2.4剪刀撑斜杆的接长应采用搭接或对接，采用搭接连接时，搭接长度不小于1m，应采用不少于2个旋转扣件固定，端部扣件盖板的边缘至杆端距离不小于100mm6、钢丝绳要求6.1墙体绑扎钢筋的同时下放直径80mm以上PVC套管，与墙体钢筋夹角成45°左右，用14#铅丝绑扎牢固，确保浇筑混凝土时套管不发生位移。6.2套管内用锯末填实，浇筑完混凝土拆除模板后将套管内的锯末掏空。6.3将钢丝绳头用钢丝绳卡进行连接后，穿过PVX套管伸入室内，将长500mm，直径48mm的钢管穿入从PVC套管伸进来的钢丝绳头内（见附图）32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案6.4将另一根长500mm，直径48mm的钢管与穿过钢丝绳环的钢管垂直焊接，防止穿过钢丝绳环的钢管脱落如下图，行街位置在竖直钢管的中间偏上位置。6.5安装或拆除工字钢时，先用塔吊或人工将卸料平台稍稍吊起，是钢丝绳出于不受力状态，再将焊好的十字型钢管穿入从PVC套管伸进来的钢丝绳内。6.6钢丝绳卸荷(1)梁板内的受拉锚环，必须在混凝土达到设计强度的75%以上方可受力使用。(2)拉钩、吊环一定要采用圆钢制作，不允许用螺纹钢筋。(3)派工人扎接上部拉环的钢丝绳，至少采用3个卡头扎紧，钢丝绳扎头螺丝全要拧紧，不允许松动。(4)对整个架体进行安全检查，发现钢丝绳松动、锈蚀或焊缝脱焊等情况时要立即进行修复，合格后方可继续使用。钢丝绳绳卡做法7、建筑结构阳角部位工字钢处理7.1建筑结构阳角部位：悬挑梁宜扇形布置，如果阳角处悬挑梁交汇，无法保证伸入端长度，在交汇处采用两侧悬挑梁与阳角处悬挑梁焊接，上下各增设-200×200×10mm钢板，所有接触点必须满焊，焊脚高度不得小于8mm，且不得有气孔、夹渣、漏焊等现象；如果结构阳角部位钢筋较多不能留洞，可采用设置预埋件焊接型钢三角架等措施；32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案阳角处的悬挑梁布置1阳角处的悬挑梁布置232/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案阳角处的悬挑梁布置38、悬挑构件上搭设悬挑架的加固措施二区的客服中心北楼、三区的培训中心、员工餐厅悬挑架均搭设在悬挑构件上，所以对悬挑构件进行回顶加固处理。所有悬挑构件的支撑架不得拆除直至悬挑架拆除之后方可拆除，并且在悬挑构件支撑架搭设之前地下室回填土要严格按照要求回填，人工回填每200厚夯实一次，机械回填每500厚夯实一次，回填土施工完成后做回填土土工试验，拿到合格的检测报告后方可进行支撑架的施工。硬化200厚作为支撑架的基础。具体支撑架搭设详见高支模方案与落地架施工方案。有的悬挑构件支撑架体落到地下室顶板上，在相应的地下室顶板支撑架2跨范围内不能拆除支撑架体直到悬挑架拆除后方可拆除。地下室顶板支撑假体详见地下室模板施工方案及地下室高支模施工方案。单证、客服中心综合服务楼在楼梯的东侧及西侧有消防连廊，每三层一道，此部分悬挑外架连墙件采取上拉下撑式每跨一拉一撑。所有楼的悬挑架遇到连廊口不得部位在连廊上部的楼层处重新做悬挑工字钢，工字钢布置与每栋楼楼的工字钢相应位布置相同。在两廊口部的外架端部要设置横向斜撑，并且在连续2跨内层层与结构拉结。所有连廊的支撑架体详见地上高支模施工方案，此部分外架用支撑架每侧延伸出来900宽就是将此部分支撑架体作为承重平台架施工。9、防护栏杆(1)脚手架外侧使用建设主管部门认证的合格绿色密目式安全网封闭，且将安全网固定在脚手架外立杆内侧。(2)选用18#铅丝张挂安全网，要求严密、平整。(3)脚手架外侧施工作业层必须在0.6m、1.2m高位置设置2道防护栏杆和18cm高挡脚板，栏杆和挡脚板均应搭设在外立杆的内侧。32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案(1)脚手架内侧形成临边的(如遇大开间门窗洞等)，在脚手架内侧在0.6m、1.2m高位置设置2道防护栏杆和18cm高挡脚板。(5)脚手架上门洞、出入口构造示意图：10、架体内封闭(1)脚手架的架体内立杆距墙体净距最多为200mm，如因结构设计的限制大于200mm的必须铺设站人板，站人板设置平整牢固。(2)脚手架施工层内立杆与建筑物之间应采用脚手片或木板进行封闭。(3)施工层以下脚手架每隔10m以及底部用双层网兜进行封闭。32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案第五章施工要点1、搭设悬挑脚手架搭设的工艺流程为：加强部位槽钢安装安装悬挑型钢定位悬挑型钢定位楼板预埋筋及剪力墙预留洞第一步、第二步大横杆、小横杆横向扫地杆安装纵向扫地杆安装立杆安装剪刀撑支设连接立杆连墙件安装三、四步大小横杆斜撑加强处工程、技术、质量、安全联合验收扎安全网安装防护栏杆铺设脚手板循环搭设1．1双排脚手架必须配合施工进度搭设，一次搭设高度不超过相邻连墙件以上两步，如果超过相邻连墙件以上两步，无法设置连墙件时，采取撑拉固定等措施与建筑物拉结。1．2立杆搭设须符合以下规定：1.2.1相邻立杆的对接连接需要符合第四章3.4中规定。1.2.2脚手架开始搭设立杆时，每隔6跨设置一个抛撑，直到连墙件安装稳定后，方可根据情况拆除。1.2.3当架体搭设至有连墙件的主节点时，在搭设完该处的立杆、纵向水平杆、横向水平杆后，应立即设置连墙件。1.3脚手架纵向水平杆的搭设应符合以下规定：1.3.1脚手架纵向水平杆随立杆按步搭设，并采用直接扣件与立杆固定：1.3.2在封闭脚手架的同一步中，纵向水平杆应四周交圈设置，并用直角扣件与内外角部立杆固定。1.4脚手架横向水平杆的靠墙一端至墙装饰面的距离不应大于100mm。1.5连墙件安装应符合以下规定：1.5.1连墙件的安装随脚手架作业层同步进行，不得滞后安装。1.5.2当脚手架施工操作层高出相邻连墙件以上两步时，采取确保脚手架稳定的临时拉结措施，直到上一层连墙件安装完毕后再根据情况拆除。32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案1.6扣件安装应符合以下规定：1.6.1扣件规定与钢管外径相同。1.6.2螺栓拧紧力矩不小于40N.M，却不大于65N.M。1.6.3在主节点处固定横向水平杆、纵向水平杆、剪刀撑、横向斜撑等用的直角扣件、旋转扣件的中心点的相互距离不大于150mm。1.6.4对接扣件开口朝上或朝内。1.6.5各杆件端头伸出扣件盖板边缘的长度不小于100mm。1.7作业层栏杆及挡脚板的搭设必须符合以下规定：1.7.1栏杆和挡脚板均应搭设在外立杆的内侧。1.7.2上栏杆上皮高度为1.2m。1.7.3挡脚板高度不小于180mm。1.7.4中栏杆居中设置600一道。1.8脚手板1.8.1脚手板铺满、铺稳、离墙面的距离不大于150mm。1.8.2脚手板探头采用直径3.2mm的镀锌钢丝固定在支撑杆件上。1.8.3在拐角处的脚手板，用镀锌钢丝固定在横向水平杆上，防止滑动。2、拆除2.1脚手架拆除前须做好以下准备工作：2.1.1全面检查脚手架的扣件连接、连墙件、支撑体系等是否符合构造要求。2.1.2拆除前对是给施工人员进行交底。2.1.3清除脚手架上的杂物及地面障碍物。2.2双排脚手架拆除作业必须由上而下逐层进行，严禁上下同时作业，连墙件必须随脚手架逐层拆除，严禁先将连墙件整层或数层拆除后再拆脚手架，分段拆除高差大于两步时，应增设连墙件加固。2.3当脚手架拆至下步最后一根长立杆的高度（约6.5m）时，现在适当位置搭设临时抛撑加固后，再拆除连墙件。并采取分段、分立面拆除时，对不拆除的脚手架两端必须按照规定设置连墙件和横向斜撑加固。2.4架体拆除作业设专人指挥，当有多人同事操作时，明确分工，同一行动，且应具有足够的操作面。2.5卸料时各构配件严禁抛掷至地面。2.6材料运输至地面后，及时检查、整修与保养，并按照品种、规格分类存放。3脚手架的使用规定32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案3.1作业层每1m2架面上实用的施工荷载人员、材料和机具重量不得超过以下规定值和施工设计值，因该外架为结构脚手架，因此施工荷载（作业层人员、材料、器具的重量）的标准值为：取2KN/m2。3.2在架板上堆放的施工设备单重≤1KN，使用人力在架上搬运和安装构件的自重≤2KN。严禁大模板堆放在外架上。3.3作业人员在架上的最大作业高度以可进行正常作业为度，禁止在脚手板上加垫器物。3.4在作业中，禁止随意拆除脚手架的基本构件、整体性杆件、连接紧固件和连墙杆。确因操作需要临时拆除时，必须经主管人员同意，采取相应弥补措施，并在作业完后及时恢复。3.5工人在架上作业时，应注意个人安全保护并保证他人安全，避免发生碰撞、闪失和落物，严禁在架上嬉闹和坐在栏杆上等不安全处休息。3.6人员上下必须走安全防护的出入通道（斜道），严禁攀援脚手架上下。3.7工人上架作业前，各小组先行检查有无影响安全作业的问题存在，在排除和解决后方可作业，发生异常和危险情况时，应立即通知架上人员撤离。3.8每步架作业完成后，必须将多余材料、物品移至室内，工人收工前应清理架面，将材料堆放整齐，垃圾清扫走，在任何情况下，严禁自架上向下抛掷材料物品和倾倒垃圾。32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案第六章脚手架检查与验收6.1脚手架及其悬挑支撑应在以下各阶段进行检查与验收：6.1.1搭设脚手架前6.1.2作业层上施加荷载前6.1.3每搭完6m~8m高度后6.1.4达到17.4m后6.1.5遇有六级强风及以上风或大于后，冻结地区解冻后，6.1.6停用超过一个月6.2脚手架使用中，定期检查下列要求内容：6.2.1杆件的设置和连接、连墙件、支撑等构件必须符合本方案前期要求6.2.2底座应无松动，立杆应无悬空6.2.3扣件螺栓应无松动6.2.4安全防护到位6.2.5无超载使用6.3在分段搭设完成后，应由安全、技术、工程、分包等部门按分段、部位、搭设和防护等项目进行检查、验收，并填写验收单，合格后方可使用。6.4在搭设过程中，如需使用，必须由施工负责人组织相关人员进行检查，符合要求并须见办理汇签单后方可上人。6.5架子未经检查、验收前，除架子工外，严禁其它人员攀登，验收后任何人不得拆改。需做局部拆改时，须经施工负责人同意并将拆改申请单报至工程部、质量安全部后由架子工操作。6.6建立有效的外架安全管理机构和定期检查、复查制度，由安全主管主持检查和验收。6.7脚手架材料进场后对所进材料进行外观检查，外观检查时同时审查材料的合格证和检测报告等相关资料。在外观检查合格的基础上对主要构配件进行抽样送检。在抽样送检合格后方可使用。6.8脚手架的检查验收标准：《建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）》及《北京市建筑工程施工安全操作规程（DBJ01-62-2002）》、《建筑施工安全检查标准（JGJ59-2011）》、《建筑施工高处作业安全技术规范（JGJ80-91）》。32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案第七章安全管理措施7.1本工程脚手架均采用密目安全网封闭，密目安全网挂设在外排架的内侧。7.2操作层必须满铺脚手板，不得有空隙、探头板和跳板。脚手板下兜设水平网，且在外侧均设置1.2m高的护身拦，栏杆设水平栏杆两道，600mm，1200mm各设一道，并设置一道挡脚板。7.3脚手架每结构两层设置水平安全网一道，作业层外架子水平满铺脚手板并在其下设水平安全网一道。7.4脚手架做好防雷接地，防雷接地电阻不大于30Ω。第八章脚手架工程的应急预案1、应急准备1.1培训和演练1.1.1项目部安全员负责主持每季度进行一次按倾覆事故和高空坠落事故“应急响应的要求进行模拟演练。各组员按其职责分工，协调配合完成演练。演练结束后由组长组织对“应急响应”的有效性进行评价，必要时对“应急响应的要求进行调整或更新。演练、评价和更新的记录应予以保持。1.1.2成立应急响应领导小组二区组长：李建永曹振铎组员：张金龙于洪超盖完全黄常亮丁守俊三区组长：张永斌曹振铎组员：王雪峰王超盖完全黄常亮赵士笑1.1.3应急物资的准备、维护、保养(1)应急物资的准备：简易单架、跌达损伤药品、包扎纱布。(2)各种应急物资要配备齐全并加强日常管理。1.1.4预防措施1)脚手架支搭必须先编好搭设方案，经有关技术人员审批后遵照执行。2)所有架子工必须持证上岗，工作时佩带好个人防护用品，支搭脚手架严格按方案施工，做好脚手架拉接点拉牢工作，防止架体倒塌。3)所有架体平台，架设好后，必须设各方；专业技术人员验收签字后，投入使用。4)脚手架材质必须符合国家标准：钢管脚手架的杆件连接必须符合方案要求。32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案5)结构脚手架立杆间距不得大于1.5m，大横杆间距不得大于1.2m，小横杆间距不得大于1m，脚手架必须按两步三跨的要求与结构拉接牢固，连墙件用钢管和双扣件与结构墙体有效拉结。不得使用柔性材料拉接。在拉接点处设可靠支顶，脚手架的操作面必须满铺脚手板，离墙面不得大于20cm，不得行空隙和探头板、飞跳板、脚手板下层设水平网，操作面外侧应设两道护身栏杆和一道挡脚板或设一道护身栏杆，立挂安全网，下口封严，防护高为1.2m严禁用竹笆做脚手板。6)脚手架必须保证整体不变形，外脚手架纵向必须设置十字盖，十字盖高度不得超过7根立杆，与水平面夹角应为45°～60°有脚手架结构计算书，特殊情况必须采取有效的防护措施。7)井字架的吊笼出入口均应有安全门、两侧必须有安全防护措施，吊笼定位托杠必须采用定型装置，吊笼运行中不得乘人。2、应急响应2.1如果有脚手架倾覆或人员高空坠落事故发生，首先在现场的旁观者立即现场高呼，提醒现场有关人员立即通知现场负责人，由安全员陈从启负责拨打应急救护电话“120”，通知有关部门和附近医院，到现场救护，现场总指挥由项目经理陈海清担当，负责全面组织协调工作，现场管理孙兴银亲自带领有关工长及班组负责人，分别对事故现场进行抢救，如有重伤人员由土建工长韩振华负责送外救护，电气工长先切断相关电源，防止发生触电事故，门卫值勤人员在大门口迎接救护车辆及人员。2.2其他工种的工长等人员协助生产负责人对现场清理，抬运物品，及时抢救被砸人员或被压人员，最大限度的减少重伤程度，如有轻伤人员可采取简易现场救护工作，如包扎、止血等措施，以免造成重大伤亡事故。2.3如有脚手架倾覆事故发生，按小组预先分工，各负其责，但是架子工长应组织所有架子工，立即拆除相关脚手架，其他工种人员应协助清理有关材料，保证现场道路畅通，方便救护车辆出入，以最快的速度抢救伤员，将伤亡事故降到最低。2.4事故后处理工作2.1查明事故原因事故责任人。2.2写出书面报告，包括事故发生时间、地点、受伤害人姓名、性别、年龄、工种、受伤部位、受伤程度。2.3制订或修改有关措施，防止此类事故发生。2.4组织所有人进行事故教育。2.5向全体人员宣读事故结果及对责任人处理意见。三、应急救护电话和医院：32/32 中国农业银行客服中心（合肥）及安徽省分行营业办公建设项目型钢悬挑脚手架施工方案应急救护电话：120应急救护医院：滨湖医院0551-0551-第九章外架悬挑型钢穿墙洞处封堵措施1、外架悬挑型钢穿墙洞处封堵施工工艺悬挑型钢洞口清理→钢丝刷刷毛→洒水润湿→浇筑混凝土→现场淋水试验-抹防水砂浆2、工艺流程2.1清理悬挑型钢洞口粘存杂物，清理完毕后用吹风机吹干净。2.2悬挑型刚洞口清理干净后，用钢丝刷绕周围刷毛，用放风机吹干净。2.3使用喷壶进行喷水润湿，在施工前一小时进行喷水，使悬挑型钢洞口周围保持湿润，施工时再进行小量喷水，以便施工。2.4将外墙一面用模板遮挡严密，用微膨胀细石混凝土边浇灌边人工捣密实（封堵混凝土必须使用比原有混凝土强度高一个等级的混凝土），细石混凝土外面凹进墙面10-15mm。2.5待细石混凝土具有一定强度后再掺入10%防水剂的1：3水泥砂浆补嵌密实并与墙面平整。2.6外墙悬挑型钢穿墙洞封堵完毕后应做好成品保护，防止碰撞造成未凝固墙表面损伤，待混凝土，砂浆有一定强度后应及时养护，防止收缩干裂。2.7封闭完工后，应进行现场淋水试验，不得有渗漏水现象。第十章脚手架避雷接地措施8.1防雷装置的冲击接地电阻值控制在4欧姆内，脚手架立杆顶端做避雷针，用直径25~32mm，壁厚不小于3mm的镀锌钢管或直径12mm的镀锌钢筋制作，与脚手架立杆顶端焊接，高度不小于1m，将脚手架所有最上层的大横杆全部接通，形成避雷网络。8.2脚手架接地利用主楼四周四个柱子的引下点用Ø12圆钢引出与脚手架焊接，每隔三层焊接一次，焊接长度不小于6D钢管直径，焊缝饱满清除焊渣用油漆防腐。8.3接地装置完成后，要用电阻表测定电阻是否符合要求。接地板的位置，应选择人们不易走到的地方，比避免和减少跨步电压的危害和防止地接线遭机械损伤，同时注意与其他金属物或电缆之间保持一定距离（不小于3m），以免发生击穿危害，在施工期间遇有雷雨时，脚手架上的操作人员应立即撤离到安全地方。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&M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