12#楼塔吊施工方案

'紫薇希望城12#楼（垂直运输——塔吊）施工方案编制人：审批人：审核人：西安市第一建筑工程公司2009年06月20日33 编制说明一、本方案编制依据施工组织总设计；二、本方案编制依据工程地基勘探报告；三、考虑整个项目处于全面施工状态的垂直运输设备要求；四、本方案主要技术参数依据厂家提供的《C5513》型有关技术参数；五、地基加固处理灰土垫层质量检测初步结论；33 目录一、工程概况二、施工部署三、现场环境勘探四、施工安排五、准备工作六、安装人员组织、分工与职责七、安装程序八、顶升接高程序九、安全注意事项十、安全技术交底记载十一、塔吊基础设计与施工（一）、塔吊主要技术参数（二）、塔吊基础设计十二、塔吊基础定位施工平面布置图十三、施工总平面布置图33 施工方案一、工程概况紫薇希望城位于西安市未央路与太华路、常青二路与凤城五路之间，本标段B区12#、13#、14#楼及地下车库，总建筑面积73166㎡。其中12#楼的总建筑面积为24320㎡（地上23148㎡，地下1172㎡），地上30层，地下1层，剪力墙结构，建筑高度89.60m，地下室埋置深度7.1m.13#楼的总建筑面积为20475㎡（地上19665㎡，地下810㎡），地上28层，地下1层，剪力墙结构，建筑高度83.8m。14#楼的总建筑面积为20815㎡（地上20005㎡，地下810㎡），地上28层，地下1层，剪力墙结构，建筑高度83.8m。地下车库13460m2，框架剪力墙结构均为高层建筑，12#楼至13#楼之间28m,12#楼至14#楼之间18m。整个施工现场占地面积约33600㎡，其中建筑群施工范围南北长140m，东西宽240m。工程计划开工日期另定，总工期650天。33 附：施工现场平面布置图注：⑴按比例标明塔吊服务范围；⑵标明服务范围内的障碍物；⑶对自升式塔吊标明引进标准节平台的开口方向；33 二、施工部署根据施工组织总设计安排，车库和12#楼基本上同时施工，且工期较紧，为解决施工现场垂直运输问题，根据施工现场总平面布置要求，在12#楼施工现场范围内布置1台独立式垂直运输设备——塔吊，型号为C5513，负责12#楼及部分车库的垂直运输及少量现场材料倒运。三、现场环境勘探⑴、安装在建筑物外，塔吊采用附着式设置，场地较开阔；⑵、塔吊安装位置基础故业主无提供工程地质勘察报告结果，为了工程能顺利进行和确保塔吊下基础土质的稳定性、地基承载力要求,我施工单位根据工程基础的做法施工于作地基加固处理（3：7灰土垫层）；⑶、塔吊运行范围内周边无架空线路需保护。四、施工安排1、12#楼塔吊在基础土方开挖施工后必须做好灰土基础加固处理。基坑砼垫层结束后安装就位；2、待屋面工程施工全部完成，外墙装饰完、室外整体施工结束后拆除塔吊。3、塔吊安装采用25t.m汽车吊进行，根据施工计划安排先安装12#楼塔吊，塔吊计划安装2天，33 五、准备工作1、起重机运输设备、工具、索具、调试仪器及防护用品配备序号名称规格型号数量备注1汽车吊25t1台2载重汽车3活络扳手8、10、124专用扳手随机专用5梅花扳手12件1套6大锤6～8磅2只7撬棍0.8～1.2m各一根8千斤顶20t1个9卡环、绳卡全套若干10吊索全套若干11电工工具全套1套12万用表1台13水平仪DS3水准仪1台14经纬仪J2经纬仪1台15安全带若干16安全帽若干33 2、按照确定的塔吊位置和使用说明书要求提前施工塔吊基础。⑴、基础计划浇筑日期：2009年06月29日⑵、技术要求①、固定基础塔吊基础施工方案附后；12#楼塔吊地基处理：基坑开挖至-9.50m，用3：7灰土分层回填夯实至-9.20，灰土压实系数≥0.95；灰土垫层处理范围为基础外沿外放0.5m；塔吊基础承台厚1.35m，塔基根据现场实际情况，塔基面低于地面6.8m，混凝土等级C35，满足塔吊基础承载力设计要求；水平度误差≤1%；②、基础由项目部统一负责施工、验收，记录填入表2。3、清理现场障碍物：包括满足塔吊安装进出场通道、组装场地等要求。4、由项目部统一负责安装前的清点、检查，并做好保养，检查情况填入表1。5、接通现场安装临时用电。33 六、安装人员组织、分工与职责1、人员组织、分工姓名职务、工种证号姓名职务、工种证号负责人现场警戒质检员现场警戒安全员现场警戒塔吊司机现场警戒塔吊司机安装工塔吊司机安装工塔吊司机安装工电工安装工电工安装工持钩、指挥安装工持钩、指挥安装工持钩、指挥安装工33 持钩、指挥安装工33 2、职责⑴、负责人①、是安装作业的技术、质量、安全、人员分工、工程进度、经济核算的负责人和全权指挥者；②、召开安装作业人员会议，认真进行安装前的安全技术交底，做到安全安装，文明施工；③、牢固树立“质量第一、安全至上”的思想，按操作规程和说明书的要求精心组织和指挥施工，加强检验，提高安装质量；④、对现场作业人员进行统一调度和指挥；⑤、主持塔吊安装后的初验工作，严格把关，按标准执行。⑥、报西安山市技术质量监督局验收。⑵、技术负责人①、认真执行有关塔吊安装技术、质量、安全等方面的标准、规范和规定；②、负责编制装、拆、运施工方案，认真进行施工前和施工进程中的技术措施交底，并监督实施；③、全面负责塔吊的安装质检工作，及时解决拆装过程中技术质量问题；④、督促、检查、指导整理好技术资料，确保资料真实、准确、完整。⑶、质检员①33 、具体负责安装前的检查、基础验收、安装过程中对各主要工序的质量检验和安装后自检工作，并做好各项质检记录；负责对作业人员做好安装前的技术交底和安装过程中对关键工序的重复交底工作；②、检查、监督作业人员严格按照安装工艺程序和技术要求实施安装，制止违章作业；③、对发现的质量问题，提出整改方案并组织实施，及时消除隐患，确保安装质量与安全。⑷、安全员①、具体负责安装全过程中的安全工作；②、检查、监督安全技术措施交底后的落实情况，监督施工现场安全作业；③、督促全体人员按各自工种的操作规程和本方案的作业要求施工，严禁违章作业。⑸、电工①、具体做好本工种的一切准备工作，并把电源送至塔吊的临时配电箱；②、按照说明书的要求和安装进度接通线路，保证安装工作的顺利进行；③、总体完成后，及时接通电气线路、各种限位装置及各种电气仪表线路，做好避雷接地工作；④、协助技术测试人员做好电气方面的测试工作；⑤、协助技术负责人做好设备的试运转，调试好各种限位装置。⑹、安装工①、在负责人的领导下，按照安装程序具体完成本次塔吊的安装任务；33 ②、配合电工装好所有限位、保险装置；③、协助负责人进行塔吊的自检、测试、调试工作。⑺、起重工（包括指挥、挂钩）①、起重工必须服从现场负责人的领导；②、负责吊装作业中的绑扎、挂钩和指挥；③、吊装时选择好吊、索具和捆绑方式，准确确定吊物的重心位置；④、必须按照GB5082—85《起重吊运指挥信号》统一指挥信号；⑤、严格执行“十不吊”。⑻、塔吊司机①、安装前清点好塔吊的零配件，每天工作结束后，整理好现场的工具、用具，防止丢失；②、密切注意塔吊的运行和吊装情况；③、顶升过程中听从指挥，不得擅自操作。⑼、现场警戒人员①、负责安装作业区域警戒线和警示标志的设置和监护；②、安装作业过程中严守岗位，严禁无关人员进入作业区域；③、发现异常情况及时向安装负责人或安全员报告。33 七、安装程序1、安装前的准备工作1.1、检查塔吊配件是否缺件；1.2、检查金属机构部分，要求无疲劳损伤，无焊缝开裂或脱焊，无严重锈蚀钢丝绳、滑轮组等；1.3、检查塔吊安全限位是否良好，是否全面保养；1.4、检查基础是否按厂家说明书要求施工及混凝土强度、养护期；1.5、平整施工现场及专用电箱，供电电压为380±5%V；1.6、检查安装专用工具是否合格产品。2、安装工艺程序2.1、将塔吊基础中的四只预埋件上面用水准仪测平。2.2、安装基础节，预埋件与基础节之间用8只M36的高强螺栓连接，预紧力应达到30t（安装时应注意方向）。2.3、按上述2的方法，连续安装两个标准节。2.4、在地面上将爬升架拼成整体，并装好液压系统，然后将爬升架吊起，套在标准节外面。（爬升架的外伸框架要与标准节的爬升耳板在不同的两个侧面。2.5、在预制好的混凝土基础上安装3节基础节，用经纬仪测量塔身垂直度，要求偏差≤1/500。2.6、在地面上先将上下支座以及回转机构、回转承台、平台等装在一起，然后将这一套部件吊起安装在塔身节上，用16个M24和8个M36的高强度螺栓将下支座分别与爬升架和塔身节相连。33 八、顶升接高程序1、将起重臂旋转至引入塔身标准节接入的方向。2、调整好爬升导轮与塔身之间的间隙，一般以2～3mm为宜。放松电缆长度略大于总的爬升高度。3、在地面上先将四个引进滚轮固定在塔身标准节的四角上，然后吊起标准节并安放在外伸框架上。4、调整小车位置，使得塔吊的上部重心落在顶升油缸梁的位置，实际操作中观察到爬升架上四周16个导轮基本上与塔身标准节主弦脱开时即为理想位置。然后将爬升架与下支座用16个M24高强度螺栓连接好，最后卸下塔身与下支座的8个M36的连接螺栓。5、将顶升横梁顶在塔身的踏步耳板上，开动液压系统使活塞杆全部伸出，稍缩活塞杆，使爬爪搁在塔身的踏步耳板上，然后油缸全部缩回，重新使顶升横梁顶在塔身的踏步耳板上，再次全部伸出油缸，此时塔身上方恰好能有装入一个标准节的空间，利用引进滚轮在外伸框架上的滚动，把标准节引至塔身的正上方，对准标准节的螺栓连接孔，缩回油缸至上下标准节接触时，用8个M36高强度螺栓将上下标准节按一定的予紧力连接可靠，卸下引进滚轮，调整油缸的伸缩长度，将下支座与塔身连接牢固，即完成一个标准节的加节工作。顶升接高注意事项：1、顶升过程中必须利用回转机构制动器，将吊臂锁住，以防吊臂旋转，保证吊臂与引入标准节方向一致。33 2、每加完一节后，用塔机自身起吊下一节前，塔身标准节和下支座必须有M36螺栓连接。3、所加标准节的踏步耳板必须与已有的塔身节对准。4、检查液压油和液压系统的清洁，不得有灰尘、粉金属等杂质。5、液压表最高压力不得超过180MPa。6、顶升前检查套架滑轮和塔身间隙，然后放松电缆，其长度略大于顶升高度。7、顶升作业专人指挥，非工作人员不得上塔机。8、顶升时，必须保持平衡状态，使用标准节作配重，调节平衡状态，严禁回转。9、顶升结束，顶升油缸必须降到原位，检查保险装置是否复位。10、风力四级以上和雨天不得顶升作业。九、安全注意事项1、认真执行安全生产责任制，严格遵守安全操作规程。2、参加安装作业和管理（质检、安全、指挥）人员均必须持有塔吊拆装操作证（特殊工种还必须持有劳动部门颁发的特种作业人员操作证）；3、凡有色盲、矫正视力低于1.0、听觉障碍、心脏病、贫血、美尼尔症、癫痫、眩晕、突发性昏厥等疾病及断指者不得从事登高作业。4、指挥信号必须由指定的指挥者发出，其他人员不得指挥，上下联系采用对讲机，要求信号清晰。5、所有作业人员必须戴好安全帽和防护手套，登高作业必须系好安全带，不得穿硬底鞋及塑料底鞋，严禁酒后作业。6、夏天作业时应做好防暑降温工作，不得赤脚、赤膊。33 7、安装作业必须安排在白天进行，六级以上风力停止安装作业，四级以上风力停止顶升加节作业。遇有特殊情况必须在夜间进行时，应保证充足的照明。8、吊装平衡臂及起重臂必须要用二根麻绳作缆风，防止碰撞。平衡臂和起重臂的安装必须安排在同一个半天内完成。9、施工现场必须设置警戒线，有专人看护，无关人员不得进入现场。10、整个安装过程中必须按照本安装程序进行，未经负责人同意，任何人不得更改。11、本方案未涉及注意事项均按《使用说明书》和有关安全操作规程执行。12、作好安全技术交底，并有书面交底材料一式两份，履行签字手续并归档。33 十、安全技术交底记载1、交底时间：年月日2、交底人：安全技术3、交底内容：⑴、安装程序及技术要求；⑵、安装过程中安全注意事项；⑶、各工种安全操作规程；⑷、参加人员分工及职责；⑸、⑹、4、接受交底人签字安装工：电工:挂钩、指挥工：塔吊司机：汽车吊司机：现场警戒人员：33 附一：塔式起重机安装前检查记录表项目检查要求检查记录金属结构1、金属结构无变形、裂缝、脱焊、严重锈蚀；2、各部位的连接螺栓、销轴、开口销齐全。工作机构1、制动器的间隙调整合理；2、减速箱、轴承按规定加油，润滑良好；3、各机构连接正确，壳体、传动零部件完好。电气设备1、电气元件齐全、完好；2、电气绝缘电阻≥0.5MΩ；3、电器柜接头无松动，线路无破裂、脱皮、老化。安全装置安全设施1、各限位装置齐全、有效；2、护栏等防护牢固、可靠。其他部分齐全、完好结论检查负责人：安全员年月日33 附二：塔式起重机基础验收记录表固定基础规定尺寸（mm）5600×5600×1350实际尺寸5600×5600×1350砼等级设计C35浇筑日期09.06.30四周排水措施实际C35水平度误差≤1‰1202间距（m）1～21～4测点1234结论误差（mm）合格33 结论负责人：质检员:年月日附三：大型机械安装拆卸的安全技术交底记录工程名称紫薇希望城12#楼交底时间2009年月日交底部位型机械工种塔吊安装33 交底内容：1、进入施工现场必须严格遵守安全生产六大纪律。2、安装人员不准穿高跟皮鞋、硬底鞋；衣着要敏便，不适宜高空作业者不得作业。3、安装前要检查吊索、吊环、吊具、吊钩等用具，不准带病操作。4、安装塔吊时，必须设置安全警戒区域，并有专人进行安全监护。5、严禁酒后作业，高处作业必须系好安全带，严禁向下抛掷工具材料。6、安装人员必须持证上岗，一切作业程序必须服从统一指挥，任何人不得擅自行动，严禁开玩笑。7、各种安全开关、限位、保险装置须经模拟动作试验无误后，方可送电。8、遇大风、雨、雾天气，不得从事该项作业。9、禁止违反工作程序，作业过程中遇不安全因素应及时汇报，严禁玩忽职守。10、每天工作结束后人离去前，必须切断电源，锁好开关箱，防止他人随意开动。交底人签名被交底人签名注：本表一式二份，一份留存，另一份交班组保存。33 十一、塔吊基础设计与施工（一）、塔吊主要技术参数：塔吊采用四川建设机械厂的液压自升式塔吊，型号为C5513，由于整个建筑最高点高度为39.45m，根据房屋设计形状及塔吊设计性能（即附着式塔吊可达140m高，满足施工要求），本高程塔吊采用独立式，即设置附着.1、塔吊主要技术参数表名称单位参数公称起重力矩KN·m760最大起重量t6最大幅度处额定起重量t1.3工作幅度m2.2～55起升高度独立式m40附着式m140起升速度倍率2倍率4倍率起升速度m/min8.540804.252040最大起重量t331.5663回转速度r/min0.6变幅速度m/min1420/725顶升速度m/min0.5塔机重量结构自重（附着式）t31平衡重t15.4整机重量（附着式）t43最大回转半径m55尾部回转半径m12.06最大工作风速m/s20顶升操作风速（不大于）m/s1333 工作环境温度℃-20～4033 2、塔吊型号：方钢式C55133、塔吊生产厂家；四川建设机械厂4、塔吊有效水平运距：55m，最远点吊重1.3t5、独立式塔吊垂直高度（即吊钩高度）为40m（二）、塔吊基础设计：根据厂家提供的基础技术资料，在下述情况下混凝土基础的施工方法；采用边宽为5600×5600厚度为1350mm大板基础。①、按提供的塔机基础图开挖地基，基础地面须经夯实处理，应能承受不低于0.2Mpa的压力。2、砼基础的技术要求（根据厂家提供基础技术资料）：①、按图纸制作基础钢筋网；②、在网上的平面图中心位置安置基础节，每个底板下各垫一块10mm厚钢板，垫板距离上层钢筋网应有50mm距离；③、以基础节上平面为基准测量其水平度，水平度误差≤1㎜；④、用细铅丝将地脚螺栓与钢筋固定，防止浇注砼时地脚螺栓倾斜，同时用塑料布捆扎露在地面的螺栓头部，防止溅上水泥；（注意：由于地脚螺栓为特殊材质，禁止用焊接方法固定）33 ①、砼标号不低于C35，钢筋砼基础总重量不小于90t；②、预埋螺栓为M36的螺栓，强度级别不小于8.8级，其预紧力矩必须达到1.8KN.m；③、设置可靠的接地设置，接地电阻不大于4Ω；④、浇注后对地基进行养护；3、固定式基础示意图（附图一）4、钢筋砼基础简图（附图二33 塔吊基础设计1、混凝土强度等级：C35；基础表面平整度允许偏差1/1000；埋设件的位置、标高和垂直度以及施工工艺符合出厂说明书要求。2、起重机的混凝土基础周围应修筑边坡和排水设施，并应与基坑保持一定安全距离。33 附墙杆平面布置锚固装置附着杆在建筑结构上的固定点要满足以下原则：1、附着固定点应设置在丁字墙（承重隔墙和外墙交汇点）和外墙转角处，切不可设置在轻质隔墙与外墙汇交的节点处；2、对于框架结构，附着点宜布置在靠近柱根部；33 3、在无外墙转角或承重隔墙可利用情况下，可以通过窗洞使附着杆固定在承重内墙上；4、附着固定点应布设在靠近楼板处，以利于传力和便于安装。附墙杆立面布置与要求33 33 　1、装设附着框架和附着杆件，应采用经纬仪测量塔身垂直度，并应采用附着杆进行调整，在最高锚固点以下垂直度允许偏差2/1000；　2、在附着框架和附着支座布设时，附着杆倾斜角不得超过10°；　3、附着框架宜设置在塔身标准节连接处，箍紧塔身。塔架对角处在无斜撑时应加固；　4、塔身顶升接高到规定锚固间距时，应及时增设与建筑物的锚固装置。塔身高出锚装置的自由端高度，应符合出厂规定；　5、起重机作业过程中，应经常检查锚固装置，发现松动或异常情况时，应立即停止作业，故障未排除，不得继续作业；　6、拆卸起重机时，应随着降落塔身的进程拆卸相应的锚固装置。严禁在落塔之前先拆锚固装置；　7、遇有六级及以上大风时，严禁安装或拆卸锚固装置；8、锚固装置的安装、拆卸、检查和调整，均应有专人负责，工作时应系安全带和戴安全帽，并应遵守高处作业有关安全操作的规定。内部资料仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXp6X4NGpP$vSTT#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*3tnGx2zVkum&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#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%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