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'小型混凝土装饰砌块砌筑施工工法一、总则1、适用范围本工艺标准适用于工业与民用建筑小型混凝土装饰砌块外墙砌筑工程(外墙外侧为清水墙,内侧为混水墙,中间夹苯板保温材料)。2、编制参考标准及规范(1)中华人民共和国国家标准GB50300—2001《建筑工程施工质量验收统一标准》(2)中华人民共和国国家标准GB50210—2001《建筑装饰装修工程质量验收规范》(3)中华人民共和国国家标准GB50203—2001《建筑砌筑工程质量验收规范》(4)中华人民共和国国家标准GB50325--2001《民用建筑工程室内环境污染控制规范》(5)中华人民共和国行业标准JGJ104--97《建筑工程冬期施工规程》(6)中华人民共和国国家标准GB/T17671—1999《水泥胶砂强度检验方法(1SO法)》二、术语、符号1、术语
(1)验收:建筑工程在施工单位自行质量检查评定的基础上,参与建设活动的有关单位共同对检验批、分项、分部、单位工程的质量进行抽样复验,根据相关标准以书面形式对工程质量达到合格与否做出确认。(2)进场验收:对进入施工现场的材料、构配件、设备等按相关标准规定要求进行检验,对产品达到合格与否做出确认。(3)检验批:按同一的生产条件或按规定的方式汇总起来供检验用的,由一定数量样本组成的检验体。(4)见证取样检测:在监理单位或建设单位监督下,由施工单位有关人员现场取样,并送至具备相应资质的检测单位所进行的检测。(5)检验:对检验项目中的性能进行量测、检查、试验等,并将结果与标准规定要求进行比较,以确定每项性能是否合格所进行的活动。(6)主控项目:建筑工程中的对安全、卫生、环境保护和公众利益起决定性作用的检验项目。(7)一般项目:除主控项目以外的检验项目。(8)基层:直接承受装饰装修施工的面层。(9)基体:建筑物的主体结构或围护结构。(10)表示很严格,非这样做不可的用词,正面词采用“必须”;反面词采用“严禁”。(11)表示严格,在正常情况下均应这样做的用词,正面词采用“应”;反面词采用“不应”或“不得”。
(12)表示允许稍有选择,在条件许可时,首先应这样做的用词,正面词采用“宜”;反面词采用“不宜”,表示有选择,在一定条件下可以这样做的,采用“可”。2、符号采用国家通用符号。三、基本规定1、基本规定1)设计(1)装饰砌块砌筑工程应有施工图、设计说明及其他设计文件。(2)施工单位根据结构实际施工情况画出排版图,并经设计确认立面分格和节点构造。(3)相关各单位专业之间应进行交接验收并形成记录。2)材料(1)所有材料进场时应对品种、规格、外观和数量进行验收。材料包装应完好,应有产品合格证书。(2)进场后需要进行复验的材料应符合国家规范规定。(3)需现场搅拌的专用砌筑砂浆和芯柱混凝土,应由试验室出具配合比或产品说明书配制。(4)不同品种、不同强度等级的水泥、外加剂不得混合使用。3)施工(1)在施工中严禁违反设计文件擅自改动建筑主体、承重结构或主要使用功能,严禁未经设计确认和有关部门批准擅自拆改水、暖、电、燃气、通讯等配套设施。
(2)各工序应按施工技术标准进行质量控制,每道工序完成后,应进行“工序交接”检验。(3)相关各专业工种之间,应进行交接检验,并形成记录,未经监理工程师或建设单位技术负责人检查认可,不得进行下道工序施工。(4)施工过程质量管理应有相应的施工技术标准和质量管理体系,加强过程质量控制管理。(5)施工完成验收前应将施工现场清理干净。(6)施工单位应遵守有关环境保护的法律法规,并应采取有效措施控制施工现场的各种粉尘、废弃物、噪声、振动等对周围环境造成的污染和危害。2、质量要求1)、砌块的颜色、规格、图案、品种、强度等级必须符合设计要求。2)、砂浆品种和强度等级应符合设计要求。3)、砌体砂浆必须密实饱满,砌体水平灰缝的砂浆饱满度不小于80%。4)、外墙转角处严禁留直槎,其他临时间断处留槎做法必须符合施工规范的规定。5)、窗间墙及清水墙面无通缝;混水墙每间(处)无4皮砖的通缝(通缝系指上下二皮砖搭接长度小于25mm)。6)、砖砌体接槎处,灰浆均应密实缝,缝砖平直,每处接槎部位水平灰缝厚度小于5mm或透亮的缺陷不超过5个。
7)、拉结筋和钢筋网片的数量、长度均应符合设计要求和施工规范的规定,留置间距偏差不超过一皮砖。8)、清水墙组砌正确,经缝通顺刮缝深度适宜、一致,楞角整齐,墙面清洁美观。四、施工准备1、技术准备1)砌筑工程的施工图、设计说明及其他设计文件完成。2)材料的产品合格证书、性能检测报告、进场验收记录和复验报告完成。3)施工组织设计(方案)已完成,经审核批准并已完成交底工作。4)施工技术交底(作业指导书)已完成。5)各立面及特殊部位排版图得到业主、监理、设计单位确认。2、材料要求1)砌块小型混凝土空心砌块规格一般为:外墙内砖:390mm×190mm×90mm,390mm×190mm×140mm;外墙外砖:190mm×190mm×90mm、190mm×90mm×56mm,品种、规格、图案、颜色、质量、强度等级应符合有关设计和规范的要求。2)水泥宜采用普通水泥或硅酸盐水泥。水泥强度等级宜采用32.5级以上颜色一致、同一批号、同一品种、同一强度等级、同一生产厂家的产品。
水泥进厂需对产品名称、代号、净含量、强度等级、生产许可证编号、生产地址、出厂编号、执行标准、日期等进行外观检查,同时验收合格证。3)砂一般选用洁净的中砂,不宜采用细砂。颗粒坚硬、洁净,含泥量小于3%。宜采用平均粒径0.35—0.5mm的中砂,在使用前应根据使用要求过筛,筛好后保持洁净。4)石子(用于芯柱混凝土浇筑)一般选用碎石,石子坚硬、洁净,含泥量小于3%。宜采用平均粒径5---10mm的碎石。5)磨细石灰粉其细度过0.125mm的方孔筛,累计筛余量不大于13%,使用前用水浸泡使其充分熟化,熟化时间最少不小于3天。浸泡方法:提前备好大容器,均匀地往容器中撒一层生石灰粉,浇一层水,然后再撒一层,再浇一层水,依次进行,当达到容器的2/3时,将容器内放满水,使之熟化。6)石灰膏用块状生石灰淋制时,用筛网过滤,贮存在沉淀池中,使其充分熟化。使用时石灰膏内不得含有未熟化的颗粒和其他杂质。在沉淀池中的石灰膏要加以保护,防止其干燥、冻结和污染。7)干混砂浆或干拌混凝土:采用专用干拌砂浆或混凝土时,有材料合格证、材料检验报告和说明书,在材料保质期内使用。
3、主要机具1)、主要机械:砂浆搅拌机、筛砂机、淋灰机、起重机、门式提升架、卷扬机、手推车、翻斗车等2)、施工工具:砌块夹具、铁锹、筛子、水桶(大小)、灰槽、灰勺、靠尺板、线坠、钢卷尺(标、验*)、方尺(标、验*)、托灰板、铁抹子、木抹子、塑料抹子、八字靠尺、方口尺(标、验*)、阴阳角抹子、长舌铁抹子、金属水平尺(标、验*)、捋角器、软水管、长毛刷、鸡腿刷、钢丝刷、笤帚、喷壶、小线、钻子(尖、扁)、粉线袋、铁锤、钳子、钉子、托线板、振捣棒等。*标:指检验合格后进行的标识。验:指量具在使用前应进行检验合格。4、作业条件1)、对进场的砌块型号、规格、数量和堆放位置、次序等已进行检查、验收、能满足施工要求。砌块应按不同规格和强度等级整齐堆放。堆垛上应设标识。堆放场应平整,并做好排水,作好雨天应急覆盖砌块的准备。2)、所需机具设备已准备就绪并已安装就位。3)、根据施工图要求制定施工方案,绘好砌块排版图,预制好端头、转角等专用收口砖,选定砌块吊装路线。吊装次序和组砌方法。4)、砌块基层已经清扫干净,并在基层上弹出纵横跨轴线、边线、门窗洞口位置城及其他尺寸线。
5)、立好皮数杆,复核基层标高。根据砌块尺寸和灰缝厚度计算皮数和排数,以保证砌体尺寸符合设计要求。6)、砌块表面的污物、泥土及孔洞底部的毛边均清除干净。7)、砌筑部位(基础或楼板等)的灰渣、杂物清除干净,并浇水湿润。8)、混凝土与砂浆由试验室做好试配,确定配合比,准备好试模。9)、随砌随搭好的脚手架;垂直运输机具准备就绪。五、材料和质量要点1、材料关键要求1)、水泥:使用前或出厂日期超过三个月必须复验,合格后方可使用。不同品种、不同强度等级的水泥不得混合使用。2)、砂:颗粒坚硬,不含有机有害物质,含泥量不大于3%。3)、石子:颗粒坚硬,不含有机有害物质,含泥量不大于3%。4)、石灰膏:质地洁白、细腻,不含未熟化颗粒及其他杂质。5)、苯板、玻璃丝棉等保温材料:厚度、膨胀系数、容重、保温性能符合设计要求。6)、钢筋网片:无漏焊,尺寸及网眼尺寸与内外砌块组合尺寸匹配。7)、砌块的几何尺寸、规格、图案、颜色必须与设计要求相符。8)、进入现场的材料应按相关标准规定要求进行检验。2、技术关键要求1)、坚持“样板工序制”,按样板墙砌筑、勾缝,作到立面统一。2)、砌块墙筑前,应绘好砌块排列图和编制工艺卡,这是保证施工顺利进行,避免施工混乱的重要环节。
3)、砌体中的芯柱是用以加强砌块建筑的整体性和结构延性。增强砌体刚度,抵抗水平荷载和地震力的重要措施,必须按设计位置设置,在孔中插入钢筋并浇筑混凝土,不得遗漏,应严格保证芯柱的混凝土质量,同时做好隐蔽验收的检查记录。4)、墙体内应尽量不设脚手眼,如必须设置时,可用190mm×190mm×190mm砌块侧砌,利用其孔洞作为脚手眼,砌体完工后,应用C15混凝土将脚手眼填实,梁挑耳和脚手眼外侧部位采用单独预制装饰砖或做假砖保证不出现色差。5)、墙体表面的平整度和垂直度、灰缝的均匀程度等,应随时检查并校正所发现的偏差。在砌完每一层楼后,应校核墙体的轴线尺寸和标高。在允许范围内的轴线以及标高的偏差可在楼板面上予以校正。3、质量关键要求1)、注意防止出现整面墙色差和表面缺损。(1)、进场砌块保证工程用量,同一批次进场的砌块应尽量使用在一个立面上。(2)、装饰砌块上墙前必须作好选砖工作,达到同一个立面无色差,装饰面无缺楞掉角等破损。2)、注意防止出现表面观感质量不符合要求。(1)、砌筑过程中保证砂浆饱满度,横竖缝交接处应平顺、水平缝、立缝应横平竖直,砌筑过程中要将窄缝、瞎缝作好开缝处理。(2)、勾缝后及时清扫墙面,避免时间过长灰浆干硬难于清除。4、职业健康安全关键要求
1)、参加施工人员应坚守岗位,严禁酒后操作、淋制石灰人员要带防护眼镜。2)、机械操作人员必须身体健康,并经专业培训合格,持证上岗,学员不得独立操作。3)、凡患有高血压、心脏病、贫血病、癫痫病及不适宜高空作业人员不得从事高空作业。5、环境关键要求1)、淋制石灰产生的灰渣不得随意排放。2)、施工用砌块和砂要集中堆放并采取苫盖措施,筛砂时要避开大风天。3)、施工污水未经处理不得随意排放。六、施工工艺1、装饰砌块砌筑1)、装饰砌块的施工程序(以一步架为一个施工单元):找平→放线→立皮数杆→排列内、外侧砌块→塞入保温材料→铺设钢筋网片与拉接筋连接→浇筑芯柱混凝土→拉线→勾缝→扫缝→进入下一个施工单元2)、先按平、立面图划分施工段,以一个或几个单元为一个施工段,进行分层流水施工。砌筑顺序一般按立面图采取先头角后墙身,先远后近,先外后里,先下后上。
3)、砌筑应从转角处或定位处开始顺序堆进,内外墙皮同时砌筑,纵横墙应交叉搭接。砌块应底面朝上砌筑(反砌)。水平灰缝厚10—20mm,垂直灰缝15—30mm。4)、砌筑前应在基础面或接面上定出各层的轴线位置和标高,并用1:2水泥砂浆或C15细石混凝土找平。5)、砌筑前应按砌块尺寸和灰缝厚度计算皮数和排数。砌筑一般采用“披灰挤浆”,先用瓦刀在砌块底面的用肋上满披灰浆,铺灰长度为2—3m,再在待砌的砌块端头满披碰头灰,然后进行挤浆砌筑。6)、砌筑应尽量采用主规格砌块,用反砌法(底面朝上)砌筑,从转角或定位处开始向一侧进行。内外墙同时砌筑纵横梁交错搭接。上下皮砌块要来对孔、错缝搭砌,个别不能对孔时,允许错孔砌筑,但搭接长度不应小于90mm。如无法保证搭接长度应在灰缝中设置构造筋或加网片拉结。7)、按照设计砌块模数铺设钢筋网片,网片与预留拉接筋焊接连接。8)、空心砌块孔内插筋应自基础伸出,插筋连接应保证搭接长度。并应随砌随在孔内灌混凝土,灌孔高度比砌块顶面低10cm左右,一般砌筑一步架进行一次浇筑。9)、墙上预留孔洞、管道、沟槽和预埋件,应在砌筑时预留或预埋,空心砌块砌体不得打凿通长沟槽。10)、砌体灰缝应横平竖直,砂浆严实。水平灰缝砂浆饱满度不得低于90%,竖直发缝不低于60%,不得用水冲浆灌缝,水平和垂直灰键的宽度应为8—12mm。
11)、墙体临时间断处应砌成斜槎,斜槎长度不应小于高度的2/3(一般按一步脚手架高度控制),如必须留槎应设φ4mm钢筋网片拉结。12)、预制梁、板安装应坐浆垫平。墙上预留孔洞、管道、沟槽和预埋件,应在砌筑时预留或预埋,不得在砌好的墙体上凿洞。13)、如需移动已砌好的砌块,应清除原有砂浆,重铺新砂浆砌筑。l4)、对五、六层房屋,常在四大角及外墙转角处用混凝土填实三个孔洞以构成芯柱。在砌完一个楼层高度后连续分层浇灌,混凝土塌落度应不小于5cm。每浇灌40~50cm高度应捣实一次。15)、砌块每日砌筑高度应控制在1.5m或一步脚手架高度;每砌完一楼层后,应校核墙体的轴线尺寸和标高。在允许范围内的轴线及标高的偏差应在楼板面上予以纠正。16)、钢门、窗安装前,先将弯成Y或U形的钢筋埋入混凝土小型砌块墙体的灰缝中,每个门、窗洞的一侧设置二只,安装门窗时用电焊固定。17)、在砌筑过程中,应采用“原装随砌随收缝法”先勾水平缝,后勾竖向缝。灰缝与砌块面要平整密实,不得出现丢缝、瞎缝、开裂和粘结不牢等现象,以避免墙面渗水和开裂,以利于除面粉刷和装饰。(1)、放线、找规矩顺墙立缝自上而下吊垂直,并用粉线将垂直线弹在墙上,作为垂直的规矩。水平缝以同层砖的上下棱为基准拉线,作为水平缝控制的规矩。
(2)、开缝、修补根据所弹控制基准线,凡在线外的棱角,均用开缝凿剔掉(俗称开缝),对剔掉后偏差较大,应用水泥砂浆顺线补齐,然后用原砖研粉与胶粘剂拌合成浆,刷在补好的灰层上,应使颜色与原砖墙一致。(3)、墙面浇水首先将污染墙面的灰浆及污物清刷干净,然后浇水冲洗湿润。(4)、勾缝勾缝砂浆配制应符合设计及相关要求,并且不宜拌制太稀。勾缝顺序应由上而下,先勾水平缝,然后勾立缝。勾平缝时应使用长溜子,操作时左手托灰板,右手执榴子,将拖灰板顶在要勾的缝的下口,用右手将灰浆推人缝内,自右向左喂灰,随勾随移动托灰板,勾完一段,用溜子在缝内左右推拉移动,勾缝溜子要保持立面垂直,将缝内砂浆赶平压实、压光,深浅一致。勾立缝时用短溜子,左手将托灰板端平,右手拿小溜子将灰板上的砂浆用力压下(压在砂浆前沿),然后左手将拖灰板扬起,右手将小溜子向前上方用力推起(动作要迅速),将砂浆叼起勾入主缝,这样可避免污染墙面。然后使溜子在缝中上下推动,将砂浆压实在缝中。勾缝深度应符合设计要求,无设计要求时,一般可控制在4-5m为宜。(5)、扫缝每一操作段勾缝完成后,用笤帚顺缝清扫,先扫平缝,后扫立缝,并不断抖弹笤帚上的砂浆,减少墙面污染。(6)、找补漏缝
扫缝完成后,要认真检查一遍有无漏勾的墙缝,尤其检查易忽略,挡视线和不易操作的地方,发现漏勾的缝及时补勾。(7)、清扫墙面勾缝工作全部完成后,应将墙面全面清扫,对施工中污染墙面的残留灰痕应用力扫净,如难以扫掉时用毛刷蘸水轻刷,然后仔细将灰痕擦洗掉,使墙面干净整洁。七.质量标准1、主控项目1)、水泥、砂子、石子、钢筋、砌块、苯板有出厂合格证,并按国家与地方有关标准复试合格,混凝土、砂浆的配合比应符合设计要求。砌块的型号、规格、图案、颜色强度等级必须符合设计要求和施工规范的规定。检验要求:水泥、砂子、石子、钢筋、砌块复试取样时应由相关单位进行见证取样,并签字认可。拌制砂浆和混凝土配合比计量时,应使用量具,不得采用经验估量法,计量配合比工作应设专人负责。检验方法:检查复验报告和施工记录。2)、不出现整面墙色差和表面缺损。检验方法:观察。3)、砌体勾缝应无漏勾,勾缝材料应粘结牢固,无开裂。检验要求:施工中应加强过程控制,坚持工序检查制度,要作好施工记录。
检验方法:观察。2、一般项目1)、墙面应垂直平整,组砌方法应正确。砌块表面方正完整,无损坏开裂现象;灰缝饱满,无松动脱落现象。2)、转角处砌块必须同时砌筑,交接处不能同时砌筑时必须留斜槎。3)、清水砌体勾缝应横平竖直,交接处应平顺,宽度和深度应均匀,表面应压实抹平。检验要求:参加勾缝的操作人员必须是合格的熟练技工人员,非技工人员须经培训合格后方可进行操作。检查方法:观察,尺量检查。4)、灰缝应颜色一致,砌体表面应洁净。检验要求:勾缝使用的水泥、颜料应是同一品种、同一批量、同一颜色的产品。并备足集中存放,并避免受潮。勾缝完成后要认真清扫墙面。检查方法:观察。3、允许偏差项目小型砌块墙体尺寸、位置的允许偏差及检验方法见下表小型砌块体的允许偏差和检验方法
项次项目允许偏差(mm)检验方法1轴线位移10尺量检查2基础顶面或标高±15用水准仪或尺量检查3垂直度每层全高10米以下10米以上1020用经纬仪或吊线和尺量检查4表面平整清水墙、柱混水墙、柱58用2米靠尺和楔行塞尺检查5水平灰缝平直度清水墙10米以内混水墙10米以内710用拉线和尺量检查6水平灰缝厚度(连续5皮砌块累计数)±10用尺量检查7垂直灰缝宽度(连续5皮砌块累计数),包括凹面深度±15用尺量检查8门窗洞口宽度(后塞框)宽度+5用尺量检查高度+15,-5八、成品保护1、砌块运输和堆放时,应轻吊轻放,小型砌块不得超过1.6rn,堆垛之间应保持适当的通道。
2、砌块和楼板吊装就位时,避免冲击已完墙体。3、水电和室内设备安装时应注意供护墙体,不得随意凿洞。4、雨天施工应有防雨措施,不得使用湿砌块。雨后施工时,应复核墙体的垂直度。5、施工时严禁自上步架或窗口处向灰槽内倒灰,以免溅脏墙面,砌筑及勾缝时溅落到墙面的砂浆要及时清理干净。6、当采用高架提升机运料时,应将周围墙面围挡,防止砂浆、灰尘污染墙面。7、勾缝时应将门窗框加以保护,门窗框的保护膜不得撕掉。8、拆架子时不得抛掷,以免碰损墙面,翻脚手板时应先将上面的灰浆和杂物清理干净。九、安全环保措施1安全措施1)、进入施工现场,必须戴安全帽,禁止穿硬底鞋、拖鞋等易滑的钉鞋。2)、施工现场的脚手架、防护设施、安全标志和警告牌等,不可擅自拆动,确需拆动应经施工负责人同意由专人拆动。3)、乘人的外用电梯、吊笼,必须安装可靠的安全装置,严禁任何人利用运料吊篮、吊盘上下。4)、高空作业所用材料要堆放平稳,操作工具应随手放人工具袋内,上下传递物件严禁抛掷。5)、吊装砌块夹具应经试验检查,应安全、灵活、可靠,方可使用。
6)、砌块在楼面卸下堆放时,严禁倾卸及撞击楼板。在楼板上堆放砌块,宜分散堆放,不得超过楼板的设计允许承载能力。7)、砌块安装时,不得站在墙上指挥和操作.不准随意在墙上设置受力支撑或拉缆绳等。8)、操作过程中,对稳定性较差的窗间墙、独立柱等部分,应适当加设临时支撑。9)、当楼层砌到标高时,应即吊装楼盖,使墙体保持稳定。未安装楼板的墙体,在大风天时.它加设适当临时支撑,保证其稳定性。10)、工人操作应戴安全帽,高空作业应系安全带;采用内脚手施工时,在二层楼面以上,应在房屋外墙四周安全绳网,并随施工高度逐层提升,屋面工程未完不得拆除。十、环保措施1)、现场搅拌站应设污水沉淀池,污水经处理达标后继续利用。施工污水不得随意排放,防止造成土壤和自然水源污染。2)、施工垃圾的回收处理应与地方环保部门办理排放手续或委托合格(地方环保部门认可的)单位组织排放。3)、清理施工现场时严禁从高处向下抛撒运输,以防造成粉尘污染。4)、现场应使用合格的卫生环保设施,严禁随地大小便。十一、质量记录1、材料的产品合格证书、性能检测报告,进场验收记录和复验报告。2、隐蔽工程记录。3、检验批检验记录。
4、分项和分部工程检验记录。5、施工质量检验评定记录。6、施工现场检查记录。7、施工日志。十二、附加说明1、按照国家新颁布标准“验评分离,强化验收,完善手段,过程控制”的原则,在施工中应实行“自检互检”、“工序交接检”,并做好记录。2、“主控项目”是对检验批质量起关键作用的项目,验收必须合格。3、检验批的划分,应符合《建筑工程施工质量验收统一标准》(GB50300-2001)的规定。4、施工过程控制是保证工程质量的重大措施,因此施工过程应建立质量保证体系,加强过程控制管理。内部资料仅供参考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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