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'1、工程概况工程为九江市S304九马快速通道,九江市碧桂圆小区雨水顶管工程,采用顶管方式穿越公路。施工内容:DN1200型F口水泥管顶管施工约150米。1.2、顶管现场地质、地貌情况此次施工地表根据,地表平整,地表施工环境良好。施工材料及设备进场方便。地下土质为亚粘土。1.3、地下管线情况顶管工作井施工范围内的地下管线情况根据对当地政府的调查资料。2、施工准备根据现场情况,工程进行了现场布置临时设施,按照设计图纸进行现场工作坑放线、施工机械、设备、材料、人员按计划有序进场。项目开工前做到三通一平、文明施工等方面的准备工作。3、机头选型为确保将此次工程对路基沉降风险降到最低,确保绝对工程安全,我公司根据以往施工经验,决定使用1200型土压平衡顶管设备。土压平衡特点:通过液压千斤顶顶力使机头向前推进将土压入机仓中,由人工将土拖运出管道。相对与人工掏土施工人员的安全有所保障。不会出现因掏土面过大或过深出现塌方情况,有效避免因塌方造成的路基沉降。16
4、井内布置及地面布置4.1、在工作井范围内实行全封闭隔离施工并布置以下必要的设施,地面设施布局要合理,环境整洁、卫生,并有专职人员进行管理。 4.2、现场布置采用25t汽吊,设备进场时,采用25t汽车吊车。4.3、管道顶进时,起吊设备采用25t汽吊。4.4、井内布置工作井井内布置主要是后靠背、导轨、主顶油缸、逃生梯等。5、出土方案土压顶管的出土采用斗车输送方式,被挖掘的土通过人工在机舱内装填入运土车,然后托运出管道。由25t汽吊吊至地面,将土方临时堆放在距离井口2米以外。土方外运需按文明施工要求和渣土处理办法,运到永久堆土点,不得污染沿途道路环境。6、测量以及设备安装测量的方法16
(1)、测量使用交汇法引北端(A点)工作井及南端(B点)至各自的井壁。置经纬仪至A点,后视B点,作BA直线的延长线,并在工作井后部定出一点C。保证C、A、B在一条轴线上,置经纬仪在C点上,后视A点,在工作井井壁上定出一点A,,置激光经纬仪基座于井下D点,并抄平固定激光经纬仪架,置经纬仪于A点,后视B点,在激光经纬仪器架上定出D点,D点同A,,A,B点在竖直方向上成一直线,安装激光经纬仪于仪器架上,对中D点,后视A,点,依设计轴线打好角度,既可定出轴线。(2)、后靠背导轨及后顶的安装 轴线确定后先安放后靠背,后靠背后部距离井壁100~200mm,调整后靠背前后以及左右方向,应尽量保证后靠背的中心于轴线相重合,调整方法见图: 在轴线定好后既可安装导轨以及后顶,先根据导轨本身的尺寸计算出导轨顶面至轴线的高差h,至水平仪于井下,在井四周作出4~6个临水点,保证轴线标高-临水点高程=h,安放导轨时可用线绳在相对的两个临水点拉出一条直线,使导轨顶轻触于线绳既可,然后根据轴线调整导轨轴线在竖直方向上于已知轴线的竖直投影线重合,导轨轴线方向调整好后再精调导轨的高程,最后支撑导轨至井壁上。16
引轴线至井底前后两侧A、B两点,分中后靠背,在后靠背上作一分中点C,开始放置后靠背时尽量使C点在AB的延长线上,此值可肉眼鉴定,误差不应大于10cm,在后靠背边缘定出任意等高两点D、D,,测量AD和AD,的距离,只需保证AD的距离约等于AD,的距离既可,误差不应大于3cm,导轨左右方向确定后既固定下面两侧各一点,后使用线坠调整前后方向既可,最后根据实际情况填塞C15-C30的混凝土至井壁到后靠背的间隙,后方顶的安装在后靠背的安装完毕后进行,抄平后顶后只要保证所以千斤顶后平面贴实后靠背既可固定。7、顶进开始调试阶段以及土体取样:顶管下井前应作一次安装调试,油管安装先应清洗,防止灰尘等污物进入油管,电路系统应保持干燥,机头运转调试各部分动作正常,液压系统无泄漏。机头下井放置平稳后重测导轨标高,高程误差不超过5mm,既可开始凿除砖封门,砖封门应尽量凿除干净,不要遗留块状物,同时可进行土体取样工作,使用Ф100,L=500mm的两根钢管在洞口上下部各取长400mm的土样,取样工作完成后随既顶机头,使机切土面贴住前方土体。7.1、顶进过程中的方向控制由于机头本身所具有的方向诱导装置,纠偏操作就变的简单易行了,操作员只要通过纠偏动作,始终保证激光点在光耙的中心既可。7.2、测量与方向控制要点16
(1)布设在工作井后方的仪座必须避免顶进时移位和变形,必须定时复测并及时调整。(2)顶进中用经纬仪红外线投射在机头中心把盘,观察激光点有无偏离把盘中心。每顶进一米,没下一根管都进行测量。及时发现问题及时处理。顶进纠偏必须勤测量、多微调,纠偏角度应保持在10’~20’不得大于0.5°。并设置偏差警戒线。(3)初始推进阶段,方向主要是主顶油缸控制,因此,一方面要减慢主顶推进速度,另一方面要不断调整油缸编组和机头纠偏。(4)开始顶进前必须制定坡度计划,对每一米、每节管的位置、标高需事先计算,确保顶进时正确,以最终符合设计坡度要求和质量标准为原则。8、顶管动力序号设备名称数量总功率(kw/h)1液压系统电机1302电焊机133排水泵23合计 436 (注:以上所列设备,并不都是同时启动。)动力电线设置:管内设置—二路电缆,按其配套动力负载功率,选择电缆规格,供电采用TN—S方式,三相五线制移动电线装接。9、防渗水、管材减阻控制16
9.l、本工程所用管节为“F”管,“F”管受力性能好,接头稳定性高,接口处止水密封性能好。对管材内壁用沥青涂刷防止渗水。9.2、选用优良管材并处理好管子接口顶管施工是十分重要的。要按有关规范对管材作现场检查验收,如发现不合格品坚决予以退回。9.3、管材起吊均应有专用夹具,搁置时应用方木垫高,防止“F”型管接口的套环受压变形。9.4、本次工程减阻措施:用石蜡烧化后均匀涂抹在管材外壁,减小管材外壁与土层之间的摩擦力。10、主要施工方法顶管施工顺序:安装管节布设顶铁工作面挖土管内运土土方提升顶进停顶退程加顶铁停顶退程加顶铁弃土11、工作井施工根据地质情况,工作井均采用钢筋砼浇筑,抗渗等级为S6。严格按照有关规范进行施工。沉井施工程序:16
基坑测量放样è基坑开挖è刃脚垫层施工è立井筒内模和支架è钢筋绑扎è立外模和支架è浇捣混凝土è养护及拆模è封砌预留孔è井点安装及降水è铺设碎石及混凝土垫层è绑扎底板钢筋、浇捣底板混凝土è混凝土养护è素土回填。3.1、基坑测量放样根据沉井设计图纸和工程地质报告所揭示的地质情况,沉井基坑开挖深度取2米,沉井刃脚外侧面至基坑边的工作距离取2米,基坑边坡采用1:1。整平场地后,根据沉井的中心坐标定出沉井中心桩、纵横轴线控制桩及基坑开挖边线。施工放样结束后,须经监理工程师复核准确无误后方可开工。3.2、基坑开挖经监理工程师认可的基坑开挖边线确定后,即可进行挖土工序的施工。挖土采用1m3的单斗挖掘机,并与人工配合操作。基坑底面的浮泥应清除干净并保持平整和干燥,在底部四周设置排水沟与集水井相通,集水井内汇集的雨水及地下水及时用水泵抽除,防止积水影响刃脚垫层的施工。3.3、刃脚垫层施工刃脚垫层采用砂垫层和混凝土垫层共同受力。(1)砂垫层厚度的确定砂垫层厚度H可采用如下计算公式计算:N/B+γ砂H≤[σ]16
根据计算结果,无论是工作井还是接收井,砂垫层厚度H均为50(厘米)。砂垫层采用加水分层夯实的办法施工,夯实工具为平板式振捣器。(2)混凝土垫层厚度的确定混凝土垫层厚度可按下式计算公式计算:h=(G0/R-b)/2根据计算结果,混凝土垫层厚度15厘米。混凝土垫层表面应用水平仪进行校平,使之表面保持在同一水平面上。3.4、立井筒内模和支架由于顶管井高度达4米左右,因此,井身混凝土分三节浇捣,内模同样分三节按装。井筒模板采用组合钢模与局部木模互相搭配,以保证内模的密封性。刃脚踏脚部分的内模采用砖砌结构,宽度与刃脚同宽。井身内模支架采用空心钢管支撑。钢管支架必须架设稳固,如有必要,可采用对撑支架,增加内模的稳定性。3.5、钢筋绑扎16
钢筋的表面应洁净,使用前将表面油渍、鳞锈等清理干净;钢筋应平直,无局部弯折,成盘的钢筋均应调直;预制构件中的主钢筋均采用对焊、焊接并按照有关规定抽样送检;钢筋接头应互相错开,并严格按照国家标准《混凝土结构工程施工及验收规范》(GB50204—92)中的有关规定执行;现场钢筋绑扎时,其交叉点应用21#铁丝绑扎结实,必要时用电焊焊牢。钢筋规格、尺寸应符合设计图纸要求和规定,绑扎钢筋时应采用撑件将二层钢筋位置固定,保证钢筋设计间距。为了保证保护层的厚度,应在钢筋与模板之间设置同强度标号的水泥砂浆垫块,垫块应与钢筋扎紧并互相错开。钢筋绑扎完成后,应上报监理工程师进行隐蔽验收。隐蔽验收合格后,方可进行立外模。3.6、立外模和支架钢筋绑扎验收后,应进行架立外模和支架。井壁内外模用串心螺丝固定,串心螺丝采用φ16的圆钢,中间设置止水片,两端设置铁片控制井壁厚度尺寸,圆钢两端头上铰成螺纹,用定制钢螺帽固定,拆模时拆去钢螺帽,割去外露部分,再用同标号防水砂浆二度抹平,确保不渗水。外模支架必须稳、牢、强,保证在浇捣混凝土时,模板不变形,不跑模。3.7、浇捣混凝土模板和支架工序完成后,必须经监理工程师进行验收。验收合格后,方可进行混凝土的浇捣。为缩短施工周期和保证工程质量,采用泵送商品混凝土。泵送混凝土可将输送管的软管直接放入浇捣段,距离浇捣面1米左右,保证混凝土不离析。16
混凝土浇捣前应严格检查各种预留孔、预留管和预埋件的位置和几何尺寸,严禁漏放和错放。混凝土振捣采用插入式振捣器振捣,振捣棒插入时应离开钢筋,但应防止混凝土振捣不匀和振捣过密而产生混凝土离析现象的发生。混凝土在捣振时应随时检查模板受力和钢筋受力情况,防止模板因混凝土振捣的原因而跑模。井身浇捣混凝土分二段施工:工作井——分二次浇捣完成,一次下沉。第一次浇捣刃脚部分,;第二次浇捣高度2米。采用分段浇捣混凝土时,严格按规范要求做好施工缝。施工缝做成凸缝,并在后浇时将连接处的混凝土凿毛,并用水清洗干净,浇捣时先用12%的UEA砂浆座浆,然后轻倒第一层混凝土并振捣密实,以免形成蜂窝,影响沉井的质量。在混凝土浇捣过程中,还应做好混凝土的试块工作,保证质保资料的完善。3.8、养护及拆模混凝土浇捣完成后应及时养护,养护方法可采用自然养护和塑料膜覆盖法。在养护过程中,对混凝土表面需浇水湿润,严禁用水泵喷射而破坏混凝土。养护时应确保混凝土表面不发白,至少养护七天以上。养护期内,不得在混凝土表面加压、冲击和污染。16
在拆模时,应注意时间和顺序。拆模时间控制在混凝土浇捣后的3~4天内进行,过早或过晚的拆模对混凝土的养护都是不利的。拆模顺序一般是先上后下,小心谨慎,以免对混凝土表面造成破坏。对于分段浇捣混凝土部位,应保留最后一排模板,利于向上接模。3.9、封砌预留孔严格按照规范的要求,设置和封砌各种预留孔,并保证在沉井下沉过程中,预留孔内不渗水。3.10、井点安装及降水为确保沉井平稳下沉,采用排水下沉法施工。用井点抽出地下水,降低地下水位,井点在基坑外周布置,并至少预抽七天后,方可开始挖土。井点间距1.2米,沿井周满布。地下水位降低到井底碎石垫层以下50cm。3.11、沉井下沉(1)沉井下沉系数计算K=G/(Rf+Rt) 其中:G为沉井自重 Rf为精巧壁摩阻力 Rf=D1+ft Rf=L1+ft Rt为刃脚端面及底梁反力Rt=ft×Ft+1/2ft×F 当1<K<1.33时沉井能正常下沉。(2)沉井下沉施工16
1)沉井下沉前,应先在四角用油漆做好高程标尺,如是圆井应把圆周4等分,然后用油漆做好高程标尺,以便于沉井下沉时进行观测。2)沉井下沉观测,必须每天定时观察,如发现下沉有异常情况,应加强观测,每次观测结果要求做好记录,报项目部技术负责人。3)沉井刃脚砼强度达到100%后,沉井可进行下沉施工。4)沉井下沉时,应对称破除素砼垫层,并把垫层砼块清理干净,防止沉井开始时下沉时发生倾斜。5)沉井井内挖土,采用抓斗式吊车挖土施工,人工配合挖土的方式进行施工,且要求施工采用连续施工的方式进行24小时不间断施工。6)沉井下沉挖土要有专人负责,指挥井内挖土施工。7)沉井下沉偏纠偏,要求现场施工人员根据测量观察到的数据及时调整井内挖土方式,并报项目负责人。8)由于施工现场无法堆土等杂物,因此施工时,沉井土方需及时外运。抓斗挖出土方,由土方车及时运至堆场。9)沉井下沉的速度,由挖土的速度来控制,当沉井离设计要求0.5~1m时,要求严格控制挖土速度,控制沉井下沉,防止发生超沉。(3)沉井封底1)当沉井下沉至设计标高时,应密切观察,在8小时内下沉量小于1cm时进行封底施工,如发生沉井下沉较大时,应采取阻沉措施。16
2)封底施工时,严禁向井内回填土方,超挖部分应采用碎石或石块回填。井内淤泥需清除干净,预留钢筋调直,清除杂物,砼接触端面应凿毛,并清洗干净。3)在底板中设置集水井,作用是防止封底后地下水压的作用造成底板损坏,集井用Ø450砼管。4)封底时,先浇筑C25砼垫层,终凝后进行底板钢筋绑扎。5)钢筋验收合格后,进行底板砼浇筑,并留砼试块。6)当砼强度达到设计要求后,对集水井进行封堵,并停止井点降水。(4)施工技术要求沉井下沉需待混凝土强度达到设计要求后,方可开始挖土下沉。下沉时,应先凿除刃脚下的混凝土垫层及砖砌内模。挖土工具采用蟹斗挖机挖土吊出井外。沉井挖土顺序应中间稍低于四周,沉井内的挖土高差控制在1米以内,禁止深锅底挖土,防止沉井突沉造成沉井倾斜的危险。另外,井壁外的灌砂必须均匀充实,使沉井下沉时四周摩阻力相近,均匀下沉。沉井下沉时,应防止倾斜,发现问题及时纠偏,若沉井下沉有困难时应另外想办法,不准大量挖深,造成突沉。沉井挖土三班制连续作业,中途不停顿,确保沉井连续、安全地下沉就位。16
当刃脚距离设计标高在1.5米时,沉井下沉速度应逐渐放缓,挖土高差控制在50cm内,当沉井接近标高时,应预先做好止沉措施。止沉措施可采用在刃脚四周间隔挖出设计标高的槽,填入方木,并应注意抛高系数,禁止超沉和超挖。3.12、沉降观察沉井在下沉过程中,必须随时测定沉井标高,确保均匀下沉,并做好沉井下沉记录。沉井下沉至设计标高(包括抛高)后,应先清除表面浮泥等杂物,超挖的土方必须用碎石夹砂填实,不得用土填,井内不得有积水,并确保井点的正常工作,不允许发生停泵,同时加强对水位的观测,保证降水要求,地下水位必须距离垫层50cm以下。底板与刃脚的接触面,必须将表面混凝土全部凿毛并露出石子,便于新老混凝土的结合。当沉井在8小时内的累计下沉量不大于10mm时,方可浇捣底板碎石垫层。3.13、铺设碎石层及C25素混凝土垫层在铺筑碎石层时,应确保井底内无积水、无流砂、无翻浆等现象。10cm的碎石层应做到平整,无坑塘,必须时应用水平仪抄平,保证碎石层的水平。碎石层铺筑完成后,即可在其上浇捣素混凝土垫层。在铺筑素混凝土垫层后,应保证表面平整,无地下水上冒现象。3.14、绑扎底板钢筋、浇捣底板混凝土16
在素混凝土垫层完成后,就可在其上绑扎底板钢筋。钢筋在绑扎时,应保证刃脚钢筋与底板钢筋的连接、上下两层钢筋的间距,并将刃脚混凝土的表面凿毛露出石子,便于刃脚混凝土与底板混凝土的结合。底板混凝土浇捣完成后应及时养护,确保其表面不露白,并应防止阳光及温差的剧烈变化,以免底板出现收缩裂缝,影响沉井的施工质量和使用功能。。12、施工现场的安全管理(1)、工棚设施要合理、方便、整齐、统一。(2)、严格控制施工范围、搭设临设、停放机具、材料不乱占施工范围的道路。(3)、现场施工人员一律要佩戴安全帽,非施工人员一律不准擅自进入施工现场。(4)、施工现场防水、用电安全、施工机械及余泥处运及散体物料的运输,均严格执行国家或地方有关规范、规程和规定,禁止违章行为。13、文明施工措施施工现场严格遵守国家、省、市有关防火和施工安全以及文明施工、深夜施工、环卫和城管等规定,制订文明施工的实施方案:16
(1)加强精神文明建设,提高职工思想政治素质和业务素质,共创良好企业形象。(2)做好现场文明施工宣传工作。宣传党的方针政策和企业精神,增强文明施工意识,自觉实施文明施工,严格公司内部的《文明施工管理规定》。(3)设立一名文明施工员和一名兼职文明施工主管领导,负责现场文明施工。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^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!z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