建筑施工课程设计-四栋同型砖混结构多层住宅楼施工组织设计

建筑施工课程设计任务书及设计方案四栋同型砖混结构多层住宅楼施工组织设计专业班级：房产091班姓名：学号：20090642指导老师：二〇一一年二月二十四日 目录建筑施工课程设计任务书一、工程概况二、施工部署三、施工准备四、主要项目施工方法五、工具、机械、设备计划六、劳动组织七、施工进度计划八、施工平面图九、质量、安全、技术节约措施 建筑施工课程设计任务书四栋同型砖混结构多层住宅楼施工组织设计编制人：单位：广西工学院鹿山学院土建系工程管理教研室日期：2010年12月 一、工程概况本工程为砖混结构多层居住房屋，共四栋。每栋均为四个单元组合，五层。采用标准准案。每栋建筑面积为3403平方米,共计13612平方米。每栋建筑物总长60.02m,宽10.22m,层高2.9m,总高15.29m,室内+0.00绝对标高35.9m,室内外高差为0.60m。现场地势较平缓，自然地面绝对标高35.2m---35.25m，低于室外设计绝对标高。根据地质探资料，现场地下水位较低，施工不考虑排水措施。基础持力层为亚粘土。基础为刚性条形基础，天然地基，地基上450厚石三和土砖砌大放脚，基底标高-2.2m在-0.9m处有一条钢筋混凝土圈梁。结构为砖墙承重，外墙360厚，内墙240厚，隔断墙120厚。每层设置混凝土圈梁（现浇）。预制混凝土过梁，楼板为预应力空心板，屋面板为混凝土屋面板，预制混凝土挑檐梁板。屋面做二毡三油一砂防水。外檐以清水墙为主，仅檐口、楼梯间、阳台为干粘石面层。内檐除厨厕为1.2m高水泥墙裙外，其余均为白灰抹面，120高踢脚板。楼面为35mm细石混凝土面层，水泥面层，顶板勾缝喷浆，木门窗。二、主要工程量详表（一），工具、机械、设备计划详表（二），施工现场用地范围详图（一）.三、主要指标 单栋住宅工期不大于225天，四栋住宅工期不大于445天。劳动力不均衡系数应控制在1.55以内。四、设计要求1、按单位工程施工组织设计的基本原则进行课程设计。2、进行施工部署：（1）规划施工程序、施工起点流向和施工顺序。（2）确定分部分项工程项目并划分施工段（层）。（3）组织分部分项工程内部流水及楼梯间流水。（4）简要说明施工（专业）队组的组成和工作情况。3、进行施工准备工作。确定临时设施的种类和规模情况。4、说明主要项目的施工方法几主要施工机具的选择。5、编制施工进度计划，确定工期和劳动力组合。（1）制订单栋住宅楼的施工进度计划。（2）制订四栋住宅楼群的总进度计划。6、绘制现场施工平面布置图（比例1：200-500）7、简单说明质量、安节约及文明施工措施。（各种参考资料，图表附后）表（一）单栋住宅主要工程量表和产量定额序号分布分项工程名称工程量产量定额备注单位数量1人工挖地槽立方米861．542．4基础工程 2碎石三合土垫层立方米112．041．053砖砌大放脚立方米261．201．124混凝土地圈梁立方米21．91．675人工回填土立方米547．345．76内外墙砌砖立方米12000．962主体结构工程7120隔断砖墙立方米1070．7588现浇混凝土圈梁立方米112．40．879构件安装件200080-120吊次/台班10楼板灌缝立方米46088011屋面找平层立方米67018．2屋面工程12二毡三油一砂防水层立方米760．4623．4 13水刷石门套、勒脚、墙垛立方米1873.2室外装修14外墙面干粘石立方米364.465.415外墙勾缝立方米1727.918.516明沟、散水立方米11412.517门窗安装樘6281.52室内装修工程18室内地坪立方米76.41.3619水泥地面立方米484.327.5620天棚喷浆立方米2197.489.5221细石混凝土楼面立方米1757.84.622水泥墙裙立方米9759.0123水泥踢脚板立方米2782.5820 24内墙抹白灰立方米7685.2810.225玻璃、油漆立方米12259.826其它约定15%表（二）工具机械设备配置计划名称规格数量用途塔吊QT1-6型H=30mR=20mQ=2t-6t,轨距3.8m1台结构阶段垂直运输400L搅拌机滚筒式2台砂浆、混凝土搅拌机3t单筒卷扬机2台装修阶段垂直运输电焊机Bx3-3002台楼梯、阳台焊接插入式振捣器HZ-503台浇捣混凝土蛙式打夯机HW-202台基础回填土 电锯MJ1041台木作工程电刨MB1031台桥式脚手架桥长150m外脚手架、装修架子平台架子10个砌砖内脚手机动翻斗车0.5平方米2台砂浆、混凝土水平运输参考数据：一、临时道路：双车道单车道路基宽(m)6—6.54—4.5路面宽(m)5—5.53—3.5路面内侧最小转弯半径(m)710二、卷扬机台班产量（构件提升一五层楼）：60—100次台班。表（三）施工平面图图例 一、工程概况本工程为砖混结构多层居住房屋，共四栋。每栋均为四个单元组合，五层。采用标准图案。每栋建筑面积为3403m2，共计13612m2。每栋建筑物总长62．02m，宽10．22m，层高2．9m，总高15．29m，室内±0．00，绝对标高35．9m，室内外高差均为0．60m。现场地势较平缓，白然地坪绝对标高35．2m—35．25m，低于室外设计绝对标高。根据地质钻探资料，现场地F水位较低，施工可不考虑排水措施。基础持力层为亚粘土。基础为刚性条形基础，天然地基，地基上450厚碎石三合土，砖砌大放脚，基底标高—2．20m，在—0．90m处有一条钢筋混凝十地圈梁。结构为砖墒承重，外墒360厚，内墙240厚，隔断墙120厚。每层设置混凝十罔梁(现浇)。预制混凝士过梁，楼板为预应力空心板，犀面板为加气混凝十犀面板，预制混凝土挑檐板。屋面做二毡二油一砂防水。外檐以清水墙为主，仅檐口、楼梯问、阳台为干粘石面层。内檐除厨厕为1.2m高水泥墙裙外，其余均为白灰抹丽，120高踢脚板。楼面为35mm细石混凝土面层，水泥地面，顶板勾缝喷浆，木门窗。二、施工部署1、工程总的施工顺序为先地下后地上，先十建后设备安装，先结构后装修，避免施工中重复挖填土方。红线外上下水干线己施工完毕，因此在基础同填十的同时，红线内的室外管线府同时施工，并将室外地拌填至道路床底标高。留足房心填十，其他土方均运出场外。2、区内各栋宿舍的施一顺序府由里向外(即由南向北)流水施工，其顺序为4号—3号—2号—1号。每栋主体结构自下而上逐层分段流水施工。待主体结构完成后，白上而下逐层进行内装修，待女儿墙乐顺完成后，自上而下进行外装修。3、据l_程的特点，基础工程不分流水段；结构工程施一时，为减少灰桶和平台架子数量，采用一台塔吊，单栋流水，一条生产线。每栋按单元分四段流水，圈梁、板缝和构件安装不占工期。屋面工程同主体1群一样，每栋单元分四段流水。室内外装修j工程不分施工段，室内装修白上而下分层进行；室外装饰白卜而卜分立面进行。三、施工准备1、开工前技术员、翻样员、预算员、：FK等麻熟悉图纸，组织技术交底，办一次性洽商。作施t组织设计，提出加工定货单，编设计预算，并提出工料分析。2、放线前根据场地自然标高与建筑物室外标高的情况用推十机将场地推平，并将大块的垃圾和废士运到场外。 3、根据设计总平面图，尤作正式道路路床，住路床上用20～30cm厚的级配砂石或焦渣铺散，辗压后作为施工运输道路。4、施工用电（1)主要机械设备用电(按两条生产线计算用电量)：名称规格数量功率QTl—6型塔式起重机H=30m，R=20m2台22X2=44kwQ=2t一6t，轨距3．8m400L搅拌机滚筒式2台10×2=20kw3t单筒卷扬机2台7.5×2=15kw插入式振捣器HZ-502台2×3=6kw蛙式打夯机HW-203台3×3=9kw电锯、电刨等30kw小计：124kw电焊机BX3—3002台20.5×2=41kvA(2)照明用电：由(1)及(2)有：P=1.05(0.6×124/0.75+0.6*41+25)=156.24kvA故选用200/10一台。(3)选择导线：采用三相线BLX。由电杆①～②∑P=0.7(96+18+41+8+11+10)=128.8KW采用BLX铅芯橡皮线，S=70。；同上，由电杆①～③用BLX，S=50。；由电杆②～④用BLX，S=50。：由电杆②～⑤用BLX，S=25。。变压器设置在距离高压线附近的路边处，工作半径满足300～700m。5、施工用水(1)施工一用水：本工程按砌砖日用水量计算， 式中=1.15，=1.5，=30,=250L/。（2）施T机械用水，无特殊机械可不考虑。（3）现场生活用水，按200人计式中=200人，=30L/(人·班)，=1.5，t=1（4）消防用水：现场面积25hm。内，=10～15本工程现场=15。（5）总用水量：因++=0.45+0.31<故总用水量按消防用水计算，Q=15。（6）供水管释d：，式中=1.5，确定选用中120mm上水铸铁管。上水由干线接至消火栓，由消火栓向北引至砂石料场，消火栓为由100ram铸铁管，其他支管用中50mrn的钢管。6、现场临时设施根据临时设施参考定额指标，确定本工程临时设施，见下表：临时设施序号暂设名称规格(m)单位数量1搅拌机棚4×6242水泥库6×12723木工棚6×8484钢筋棚5×8405水电操作间5×8406工具材料库5×8407办公室5×1575 8工人休息室5×9459水房吸烟室5×63010厕所2.5×61511合计4297、其他根据：L程情况垂直运输采用QTl-6型塔吊；砌砖采用内脚手，外部用桥式脚手架。雨季施工前作好临时道路路床和排水沟，以保证运输道路畅通。塔吊道床两侧钉脚手板挡渣石。塔道中作排水沟排水。四、主要项目施工方法(一)、基础工程1。基础施工顺序为：人工挖土→清槽钻探→验槽处理→3：7灰土→基础砌砖→基础圈梁→暖气沟→回填士及室外管线。2。条形基础采用人工开挖。2.7m开间因基槽放坡后，房心士剩余很小，故满堂开挖。槽底留15～20cm人工清底，以防机械超挖。3．基础墙内组合柱生根在基础圈梁上，插铁按轴线固定在模板上，以防位移。4．纵横墙基同时砌筑，接槎处斜槎到顶，基础大放脚两侧要均匀收分，待砌到墙身时挂中线检查，以防偏轴。5．肥槽回填要两侧均匀卜土，分布夯实。房心回填时，遇暖气沟要加支撑，以防挤偏基础墙身。最后一步2：8灰土要作干密度试验。暖气沟外侧回填土要夯填密实。6．暖气沟盖板时，要复验标高，防止沟盖板冒出影响首层地面质量。(二)、结构工程1．砌砖1)结构工程以瓦工为主，木工及混凝土工按工作量配备力量。每栋分四段流水，每层砌砖为两步架，两个施工层，每层平均砌砖量为240m。，约120000块砖，配备瓦工20人(另加普工12人)。每工效率按1000块计，则日砌20000块，每层砌6d，每栋全部流水段为6×5=30个流水段，步距为1d。因每栋为四段流水，故圈梁、扣板等不另占工期。每层另加砌隔断墙1d，则每层平均为7d。2)结构T程主要施工顺序为：放线立皮数杆——绑组合柱钢筋——一步架砌砖——支组合柱模极、浇注混凝土——二步架砌砖——支组合柱模板、浇筑混凝土——安装过梁——绑圈梁钢筋、支模板——安装楼板——板缝支模、整理钢筋——浇筑圈梁、板缝混凝土。3)结构砌砖采用满丁满条法。在首层要作好排砖撂底，前后檐第一层排条砖，山墙第一层排了。砖，门窗旁加七分头，两边对称一致，以防止产生阴阳膀。外墙大角要同时砌筑，内外墙接槎美步架留斜搓到顶，每步架留斜槎剑顶。砌筑时控制灰缝厚度，不得超越皮数杆灰缝高度。240mrn墙单面挂线，370mm墙双面挂线。4)砌砖使用平台架子(里脚手)，建筑物外设桥式脚手架，随楼层升高，作挂安全网、勾缝、外檐装修用。砖用砖笼吊运，灰浆使用吊斗直接投入桶内。5)砖墙与组合柱交接处留三进二出直槎，进出要标准整齐，以保证组合柱断面尺寸。门窗洞口使刖标准顶杆，控制墙面平整及洞口尺寸。圈梁下用硬架支模，螺栓位置留60mm×60mm孔，墙砌至罔梁底，最上一皮要砌条砖，以便圈梁模板贴墙面，减少跑浆现象。2．支模 1)支模除外墙外侧先砌120mm厚砖外，其他采用硬架支模，以保证楼板平整，并减少上板前抹找平层上序。构造柱、板带采用定犁模板，模板按一层用料配制，对号入座。2)模板缝均凹进15mm，构造柱外侧用脚手板贴l00mm×50mm方术支护，用2Φ16螺栓加固。3．钢筋1)隔断墙接槎及施工洞处每8皮砖埋入2Φ6钢筋，长度不小于1m，伸出0.5m。2)为保证8度抗震设防，组合柱钢筋生根在基础梁中，一直伸入屋顶圈梁，并保证锚固长度。3)圈梁钢筋如是预制，在转角处应另加角筋，遇组合柱处另加箍筋固定，以保证组合柱钢筋位置准确。如系现场绑扎，钢筋接头要错开，箍筋尺寸要准确。4)板带箍筋不得踩倒，板缝所加Φ6锚筋应与楼板锚固筋绑扎。4．混凝土1)混凝土采用机械搅拌和机械振捣，拌和料用灰斗吊运。组合柱和圈梁板缝可固时浇灌。外圈梁振捣时应防止挤动外侧砖墙。楼板接头处混凝土应振捣密实。2)组合柱每层高分三次循环浇灌和振捣，以防止外墙外鼓，浇筑前应将根部杂物清理干净。3)4cm板缝用豆石混凝土浇筑，以保证密实。5．构件安装1)楼板进场后要检查板端是否要堵孔(进入板端4cm堵孔)，如未堵孔须补做。楼板有横向通裂者不得使用，板端锚固筋应上弯45度。2)楼板安装时要保证板两端搭墙均匀，板缝宽度不少于4cm楼板翘楞应垫平，吊装就位后，每间跨中支一道断面lOOmm*100mm通长方木顶住，临时加固。3)过梁、沟盖板、烟道等安装时必须坐浆。4)阳台锚筋及楼梯段的焊接，应保证焊缝高度和长度。阳台安装后两角应加支柱顶撑，上下层支柱要对正。结构施工完后，锚固处混凝土强度达到设计要求80％，顶层阳台支柱方能拆除。(三)、防水工程作片面油毡前，应先将加气混凝土板边棱、鼓包铲平，凹处用混合砂浆找平，雨水斗处应比屋面低lO～20／mm，以保证油毡铺贴后不存水。1．沥青胶结材料到货后应及时进行试配，要求耐热度不小于70℃。铺卷材时遇风道、烟道根部和雨水口处阴阳角处要抹成平缓半圆弧形，并附加玻璃布毡一层。2．保护油毡的小豆石必须过筛、清洗、炒干(或晒干)，以利粘结牢固。3．雨期施工时加气板应遮盖，晴天铺油毡。4．厕所管道穿楼板处应用玻璃丝布油毡封裹后再铺地面油毡。墙与地面阴角应抹小圆角，油毡裹到墙上200mm，并与墙粘结牢固。(四)、抄平放线 建筑物四人角和楼梯问设轴线控制桩，并保护好，作为每层放线的依据。每层各条轴线均由控制轴线上引，并用钢尺实量其间距，校正后再开始该层的其他工序施工1．水平线由楼梯问向上引。每层楼板或墙身完成后，将由下层引上的标高点引至室内砖墙上，在砖墙上测设一条地面以上+0.5米的标高线，并弹出墨线，作为地面抹灰或室内装修的依据。2．每层划线杆误差控制在0～-lOmm以内，不允许超高。3．圈梁模板上口标出板位和板号，楼板安装时对号入座。(五)、装修L程内外装修白上而下进行，室内先作楼地面后作立墙；外檐应勾缝，后抹灰，作干粘石。两道工序连续进行，以便落下桥式架。1．装修阶段，垂直运输采用井字架，运输砂浆等装修材料，室内水平运输采用手推车。2．内装修主要施工工序为：放线—立门窗口—楼地面—养护—贴饼子—冲筋—门窗口护角—门窗口塞缝—混凝土窗台板—水管设备管线安装—水泥墙裙—炉片后抹白灰—安装炉片—墒面抹灰—安装门窗扇—安装玻璃—顶板勾缝—墙面顶板刮腻子、喷浆—油漆—灯具安装。木门窗安装前，要先刷好底漆。3．窗口用水泥砂浆塞缝，楼面施工前要作好清理，并浇水湿润，以防地面空鼓。豆石混凝土地面作好后要浇水养护，防止过早上人，以防起砂裂缝。为避免水泥踢脚板空鼓，踢脚板应在墙面抹灰前施工。4．外挑儋和窗台下要做好滴水线，不得遗漏。(六)、水、暖、电、卫二程在基础同填土同时，作好上、下水和管沟内管线的铺设。1．吊装楼板后，插入下层下水立管和回水干管安装。屋顶油毡铺设前，先安装污水透气管，使屋顶油毡一次成活。2．室内抹灰前应将所有立管的穿楼板孔和横管的穿透孔按设计位置剔出，并将上水、暖气的管卡及炉片钩安装好。3．电气管线、立管随砌墙进度设置，不得事后剔凿，水平管应采用塑料软管，在安装楼板时配合埋设。4．水暖立管穿过楼板时，应按准确位置剔孔，严禁随意扩大剔凿，损伤圆孔板肋。(七)、冬雨期施工措施冬期施工时，混凝土二掺早强剂，用O．5t小锅炉加热水，设热沙坑一个，搅拌机棚及建筑物门窗均封闭，进山料口挂麻袋草帘，桥式架沿西北侧挂风挡。雨期施工前，作好道路两侧和构件堆放场地周围排水沟，道路修整垫实，塔吊轨道两侧钉脚手板挡石渣，塔轨中心修排水沟。工具、机械、设备计划见下表五、工具、机械、设备计划名称规格数量用途塔吊QTl-6型H=30m．R=20m0=2t～6t，轨距=3．8m1台结构阶段垂直运输400L搅拌机滚筒式2台砂浆混凝土搅拌 3t单筒卷扬机2台装修阶段垂直运输电焊机BX3—3002台楼梯、阳台焊接插入式振捣器HZ一503台浇筑混凝土蛙式打夯机HW．202台基础、房心回填等电锯电刨MJl04MBl031台1台木工制作电刨MB1031台桥式脚手架桥长150m外脚手和装修架子平台架子10个砌砖内脚手机动翻斗车0．5m2台混凝土和砂浆水平运输劳动组织见劳动力配备表：六、劳动组织七、施工进度计划1、单栋住宅楼施工进度计划见图(1)；2、单栋住宅楼施工双代号网络计划见图(2)；3、四栋住宅楼群施T总进度计划见图(3)；八、施工平面图现场除南侧已有建筑物外，无其他建筑物可以利用，施工场地较为宽敞。根据设计总平面，因建筑物位于南侧，故将整个现场基本分成两个区域，南面为生产区，北面为生活区(休息室、办公室、材料库等)。1．垂直运输：建筑物之间距离为18～20m左右，故结构阶段选用一台QTl—6型塔吊，塔高为30m，塔臂长19．7，立于3号楼和4号楼之间，待3号楼结构完成后拆除此塔，再立于1号和2号楼之间。当回转半径为20m时，塔吊起重量为2t，本工程结构施：r中最大构件重量为0．91t，小于2t，塔吊能满足要求。根据砂浆、混凝土、模板、钢筋、楼板、过梁等构件和平台架子吊次的计算，每台班平均为100吊次左右，可以满足使用要求。混凝土构件一般安排在夜班进场，用塔吊卸车。装修阶段在各楼南侧立一卷扬机井架，用作运输装修材料和灰浆等。2．东侧设两个出入口，按汽车吊行走要求，做4m宽道路，道路转弯半径要大于10m，并形成循环路。搅拌机内的灰浆、混凝十由翻斗车运至塔吊下卸入吊斗内。3．砖排子和构件位于塔轨两侧，构件堆放于塔吊回转半径内。此范围可以存放圆孔板300块，可供二层楼使用；现场存砖13万块，可使用8d，其他构件配套于塔下和场内堆放。4．在现场设4个消火栓。5．由于l：期较短，暂设用房原则上利用活动工棚。其他见施工总平面图。九、质量、安全、技术节约措施(一)质量措施1)施工前作好技术交底，并认真检查执行情况，做好钢筋、模板和轴线等隐预检。2)现场推行样板制和三上墙制度，贯彻白检、互检、交接检制度。3)严格执行原材料检验和混凝土试配制度。混凝土、砂浆配合比要准确，并按要求留足试块。回填土、房心填土要分步作干密度试验。 4)工具模板应先进行验收检查，合格后方能使用。5)做好成品保护。楼梯安装后随即钉木护套保护踏步棱角。装修时应在门口车辆高度钉150mm宽铁皮保护。屋顶铺油毡后小车应用胶皮包铁脚。屋面上铺用的脚手板不得钉铁钉，铺豆石后不准再走车。(二)、安全措施1)施工人员进入现场要戴安全帽，高空作业要戴安全带。严禁高空扔物。楼梯、阳台安装后要加护身栏。首层出入口搭安全棚。安全网固定并张挂于首层桥架上。高车架运料设护身栏。顶层楼梯口二砌筑所在层的楼梯口均应加临时栏杆。楼层孔洞大于20cm者，应加临时木盖防护。2)各类架木搭设后，应由安全员会同架子工及使用组长检查验收，合格后方能使用。桥式架应严格按操作规定使用，并与墙身拉接好。．3)非机电人员不准动用机电设备，机电设备防护措施要完善。高车架应设接地防雷装置。4)现场道路保持畅通。消火栓要设明显标记，附近不准堆物，消防工具不得随意挪用。明火作业必须专人看火，并申请用火证。现场吸烟应到吸烟室。5)构件码放要垫稳，每垛不得超过10块。(三)、技术节约措施1)灰土、回填土尽量利用挖槽土，存放于现场平衡使用，节约运费和购土费。2)砌筑砂浆掺粉煤灰和塑化剂，节约白灰和水泥。装修用水泥砂浆采用重量配合比，控制水泥用量。3)圈梁组合柱采用定型模板，硬架支模，以节约木材。4)工地尽量使用散装水泥，以节约材料费用。5)砌砖使用定型平台架，外脚手使用桥式脚手架，以节约人工和木材。6)每栋砌砖首层二步架不用塔吊。用1台塔吊为两栋建筑物服务，减少大型机械台班费和进出场费。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*3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