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体积混凝土施工技术交底交底内容：3.3在混凝土运输工序中，应控制混凝土运至浇筑地点后，不离析、不分层、组成成分不发生变化，并能保证施工所必须的坍落度以及和易性、粘聚性、保水性等。要求混凝土运输到现场后的入模温度不低于8℃（现场安排专人进行入模测温工作，达不到要求的坚决退场）。3.4地泵输送浇筑前做好泵管布置工作，泵管布置尽量选择直线，弯头尽量少，转弯宜缓不宜急。3.5本地区属于市中心，混凝土罐车的禁行时间规定：早7～8点，晚16：30～18：00点。要协调好混凝土搅拌站罐车时间性和混凝土供应的连续性。专人管理指挥。要保证在禁行时间有3辆罐车在施工现场。3.6测温点的布置与监测：底板混凝土浇筑时，在中间部位及边缘预留测温孔，检查水泥凝结过程中的水化热及散热情况。测温孔根据测温平面布置图埋设（每100平米1个测温点）。每个测温孔埋设3根PVC塑料管，底部焊死，间距各为100mm呈三角形布置的一组测温管，2m厚底板测温管深度为150、1000、1850mm；0.7m厚底板测温管深度为300mm；2.3m厚底板测温管深度为150、1150、2150mm。测温孔上端内塞满棉丝，测温前在预留孔内灌满水，温度计在孔中测温时间不少于3min，读数与混凝土表面温差不得大于25℃，避免产生温度应力裂缝，如温差大于25℃时，做好混凝土养护工作。在混凝土温度上升阶段（前3d）每2-4h测一次，温度下降阶段（4~7d）每4h测一次，后一周每6h测一次，同时测大气温度，做好测温记录。结束测温工作后测温孔以C40P8微膨胀混凝土堵塞密实，详见底板测温布置图。3.7底板混凝土浇筑采用斜面分层法施工，底板混凝土浇筑顺序：1段、2段由北向南、从西到东；3段由北向南、从东到西浇筑混凝土，要兼顾先低跨，后高跨的原则。每层浇筑厚度不得大于500mm，当本层初浇混凝土达到初凝时间前，留斜槎后回头浇筑第二层混凝土，依此类推。随浇筑随在混凝土表面覆盖一层塑料薄膜，再加盖双层厚阻燃草帘，气温在-10度以下加盖四层草帘被。3.8由试验员检查浇筑过程中的混凝土坍落度，确保入模混凝土的和易性和入模温度。3.9混凝土要连续浇筑，不留施工缝，采用“斜向分层法”施工，每层的浇筑厚度不超过400mm。浇筑时采用泵管配布料杆，浇筑方向从远至近，边浇筑边拆管的方式，浇筑混凝土采用斜面分层，为了避免冷缝产生，混凝土浇灌采用“斜向分层、一次到底、梯级浇筑、逐渐倒退”的方式组织施工，混凝土运输、浇筑及间歇的全部时间不超过混凝土初凝时间。混凝土振捣采用插入式振捣器，做到快插慢拔。振捣上层混凝土时应插入下层混凝土面5cm，以消除两审核人交底人接受交底人1、本表由施工单位填写，交底单位与接受交底单位各存一份。\n2、当做为分项工程施工技术交底时，应填写“分项工程名称“栏，其它项目可不填写。技术交底记录表C2-1编号工程名称沈阳新华国际金融中心交底日期2007年11月15日施工单位北京城建国际建设有限公司分项工程名称交底提要基础底板和大体积混凝土施工技术交底交底内容：层间的接缝，并应在下层混凝土初凝前进行。要合理安排施工顺序，分层浇筑可使下层混凝土水化热在初凝时间内充分散发，可减少混凝土的蓄热量，防止水化热的积聚，从而减少温度应力。3.10底板混凝土振捣采用插入式振捣棒振捣，每两人一组，两层的振点排列均采用行列式排列，详见附图1。每点振捣时间为40s，应视混凝土表面呈水平，不再显著下沉，不再出现气泡，表面泛出灰浆为准，见下图。3.11混凝土加强带施工：混凝土加强带宽为2m、高位2.3m/2m/0.7m。混凝土加强带强度等级为C40S8和C35S8，比相邻的混凝土强度等级高一等级。在浇筑混凝土过程中要区分浇筑的混凝土强度等级，设专人进行指挥，防止浇筑出现错误。为防止基础底板混凝土流入加强带，在加强带两侧安装2层密孔铁丝网，并用双向二级18@300钢筋网片加固。做法见下图：审核人交底人接受交底人1、本表由施工单位填写，交底单位与接受交底单位各存一份。\n2、当做为分项工程施工技术交底时，应填写“分项工程名称“栏，其它项目可不填写。技术交底记录表C2-1编号工程名称沈阳新华国际金融中心交底日期2007年11月15日施工单位北京城建国际建设有限公司分项工程名称交底提要基础底板和大体积混凝土施工技术交底交底内容：浇筑混凝土过程中要分层，先浇筑加强带内混凝土，浇筑40cm（分层厚度）后，再浇筑两侧混凝土，再进行下一个循环。3.12高、低跨施工：要先浇筑集水坑、电梯坑和相邻低跨部位的混凝土，再浇筑相邻高跨处的混凝土。D、E座与裙房基础底板相交处混凝土强度等级不同，在混凝土浇筑之前为防止高、低强度等级混凝土混合，在混凝土强度等级区分处安装2层密孔铁丝网，并用立筋（B18@150）加固。做法见下图：浇筑混凝土时，由低向高，当集水坑部分的混凝土达到初凝后方可进行周边混凝土浇筑，避免坑壁模板上浮。当混凝土自由落差大于2m时，顺着串桶下滑，保证混凝土不发生离析。混凝土浇筑过程中，专人检查钢筋、模板、止水钢板、后浇带等部位，如果偏移及时上报经理部以便调整。3.13混凝土振捣工必须技术熟练，责任心强，经过培训，严格按施工操作工艺进行施工。要做到"快插慢拔"，在振捣过程中将振捣棒上下略微抽动，以使上下振捣均匀，分层浇筑时应插入下层5cm，以消除两层之间的接缝，同时振捣上层混凝土时要在下层混凝土初凝之前进行，每插点要掌握好振捣时间，过短不宜振实，过长可能引起混凝土的离析，振捣保持在20～30S之间，高频不少于10s，应视混凝土表面呈水平不再显著下沉，不再出现气泡，表面泛出灰浆为准，振捣棒插点均匀排列，振捣半径40cm，呈"交错式"次序移动，振捣时，应尽量避免碰撞钢筋、模板、预埋管件等，防止移位变形。审核人交底人接受交底人1、本表由施工单位填写，交底单位与接受交底单位各存一份。\n2、当做为分项工程施工技术交底时，应填写“分项工程名称“栏，其它项目可不填写。技术交底记录表C2-1编号工程名称沈阳新华国际金融中心交底日期2007年11月15日施工单位北京城建国际建设有限公司分项工程名称交底提要基础底板和大体积混凝土施工技术交底交底内容：3.14混凝土浇筑后要用刮杠刮平，泌水应及时排除。3.15混凝土表面压实：混凝土浇筑完毕、表面泌水已处理，经刮杠刮平后用木模压实，二次振捣用振捣棒滚动振捣，表面用木抹压实。当混凝土表面用手按有明显印痕但下沉量不大时即可进行二次搓毛压实。二次抹压应将混凝土内部浆液挤压出来，用于表面混凝土湿润抹压。3.16混凝土试块留置每超过100m3的同配比的混凝土，取样不得少于一次，当一次连续浇筑超过1000m3时，同一配合比混凝土每200m混凝土，取样不得少于一次。同一混凝土强度等级、抗渗等级、同一配合比，每单位工程不得少于2组抗渗试件。连续浇筑混凝土每500m3应留置一组抗渗试件（一组6个抗渗试件）。其混凝土试件应在浇筑地点随机取样。用于结构实体检验的同条件养护试件的留置应符合以下规定：对混凝土结构工程中的各混凝土强度等级，均应留置同条件养护试件；同一强度等级的同条件养护试件，其留置的组数应根据混凝土量和重要性确定，不宜多于10组，且不应少于3组。等效养护龄期可取按日平均气温温度逐日累计达到600ºC·d时所对应的龄期，0ºC及以下的龄期不计入；等效养护龄期不应小于14天，也不宜大于60天。掺有防冻剂的混凝土，尚应增设不少于二组与结构同条件养护的试件，其中一组用于检验受冻前混凝土的强度，另一组用于同条件养护28d、再标准养护28d的混凝土强度。5施工控制要点5.1商品混凝土到场后，要由试验员检验，发现塌落度不合格（160～200mm）或超过规定时间到场的及入模温度在8℃以上，要坚决予以退场，不得使用。5.2钢筋较密处由其周围将混凝土用振捣棒边振边下灰。5.3浇筑混凝土必须要按照施工顺序连续浇筑，防止出现冷缝，并严格按照技术交底施工。5.4振捣工必须按照技术交底要求施工。5.5在混凝土初凝前进行二次振捣，提高混凝土的抗裂强度。5.6测温制度：测温必须设专人负责，记录必须真实，并每天上报技术人员，进行成熟度计算及温度控制。确定覆盖草帘被的层数。5.7必须在浇筑混凝土过程中有人看模、调筋。在后浇带部位和一、二期部位，在浇筑过程中要设专人来看模，如果出现漏浆现象要及时进行清理。5.8基础底板导墙混凝土浇筑高度要保证在距底板上表面315mm高，要凿毛后保证止水钢板审核人交底人接受交底人1、本表由施工单位填写，交底单位与接受交底单位各存一份。\n2、当做为分项工程施工技术交底时，应填写“分项工程名称“栏，其它项目可不填写。技术交底记录表C2-1编号工程名称沈阳新华国际金融中心交底日期2007年11月15日施工单位北京城建国际建设有限公司分项工程名称交底提要基础底板和大体积混凝土施工技术交底交底内容：伸入导墙内嵌入深度。5.8基础底板导墙浇筑要及时，要在底板混凝土初凝前进行浇筑，防止出现冷缝造成渗水。振捣要密实。保温要及时，在浇筑后要及时搭设暖棚保温，具体参见下图：5.9消防水池部位也要浇筑补偿收缩性混凝土。5.10在相临部位混凝土强度等级不一致时，要先浇筑高一等级的混凝土，再浇筑低一等级的混凝土。避免混凝土强度等级与相应部位不符。5.11混凝土浇筑高度（标高）应拉对角水平线控制，边找平边测量。5.12为防止地下二层墙体、框架柱烂根，浇筑底板混凝土时应用2m长刮杠在墙体和框架柱跟部严格找平，合墙体、框架柱模时，以保证模板下口严密不漏浆。审核人交底人接受交底人1、本表由施工单位填写，交底单位与接受交底单位各存一份。\n2、当做为分项工程施工技术交底时，应填写“分项工程名称“栏，其它项目可不填写。技术交底记录表C2-1编号工程名称沈阳新华国际金融中心交底日期2007年11月15日施工单位北京城建国际建设有限公司分项工程名称交底提要基础底板和大体积混凝土施工技术交底交底内容：6质量标准：主控项目：1、混凝土运输、浇筑、间歇时间不应超过混凝土的初凝时间。2、混凝土强度等级必须符合设计要求。一般项目：1、底板大体积混凝土结构表面应密实，不得有露筋、蜂窝等缺陷。2、混凝土浇筑完毕后，应及时采取保温养护措施，随浇筑随在混凝土表面覆盖一层塑料布，再加盖草帘被。根据每日测量温度的结果，来确定草帘被层数。理论计算为4层。3、应控制混凝土表面与内部温差不大于25℃。4、大体积混凝土拆除保温时混凝土表面与大气温差不应大于20℃。当超过20℃时应继续采取覆盖措施。5、已浇筑混凝土表面泌水应及时处理。7成品保护：1、保证钢筋及垫块位置正确，不得碰动插筋及预埋件的位置。2、不得用重物冲击模板，保证模板的稳定牢固。3、必须在混凝土的强度达到1.2Mpa后方可在其表面上人，进行下到工序的施工。8安全技术措施：8.1施工前应对工人进行安全交底。8.2施工人员进入现场要戴好安全帽，穿防水绝缘胶鞋，不得吸烟，不得酒后作业。8.3浇筑地下部位混凝土时，设专人随时观察基坑边坡情况，如发现有裂纹或滑坡迹象和护坡桩位移及桩间护壁有裂缝、滑落迹象，一旦发现，立即撤离现场，停止施工，由相关部门采取措施后方可继续施工。8.4施工用电线，电箱均要架空，不得走钢筋，钢管上，可用木制三脚架等绝缘材料来架空电缆，非电工不得私自拆接线。8.5混凝土泵在使用之前必须检查是否按照技术交底要求将水平、竖向泵管进行加固，加固所用的脚手架、支架及其它措施不得拆除。对于加固不到位的，必须重新加固，否则，不能进行下道工序。8.6混凝土泵必须确定专人负责操作。混凝土泵操作人员应经过培训，熟悉并掌握泵机性能、特点和日常维护保养方法，并具有责任心。审核人交底人接受交底人1、本表由施工单位填写，交底单位与接受交底单位各存一份。\n2、当做为分项工程施工技术交底时，应填写“分项工程名称“栏，其它项目可不填写。技术交底记录表C2-1编号工程名称沈阳新华国际金融中心交底日期2007年11月15日施工单位北京城建国际建设有限公司分项工程名称交底提要基础底板和大体积混凝土施工技术交底交底内容：8.7混凝土泵车设于远离基坡5米处，安置在坚实平整的地面上，以确保稳定。输送管道的接头处要严密可靠不漏浆，安全阀完好，管道的架子要搭设牢固，检修时卸压。8.8混凝土泵的安全装置及仪表不允许随意改动和更换，必须按正确方式使用；发现故障及先兆及时上报相关负责人。8.9工作时，泵操作人员应对整个工作区域负责，非操作人员未经允许，不得入内。8.10必须按规定期限对机械进行保养和检修。8.11料斗上的格栅，未放好之前绝对不允许开机。8.12绝对不能在泵运转时把手伸进料斗内。8.13绝不能拆卸有压状态下的输送管道。拆管前应先反泵操作，释放输送管内的压力。确认没有压力，并操作人员不得面对管口方向进行操作，且确定管口方向和周边无非操作人员后，方可进行拆管，避免拆管伤人。8.14绝不能在泵送混凝土时，弯折未端混凝土软管。8.15振捣器必须由专人使用，操作者应按规定戴好绝缘手套，穿绝缘鞋。8.16振捣器使用前应检查电源、电缆、漏电保护器及接地是否正常，电源线严禁拖在钢筋上使用，应随时用木制三脚架架空。8.17混凝土浇筑过程中遇到下雪，将振捣器用塑料布覆盖，防止其受雨淋漏电。8.18地泵和振捣器必须达到三级保护。振捣器使用时先要试运转，确认无问题后，才能正式使用。使用插入式振捣器，应由两人操作，一人掌握振捣器，一人掌握电动机和开关。振捣器与电动机的连接必须牢固，严禁用电源线、橡胶软管拖着电动机移动。软管弯曲半径不小于500mm，且不能多于两个弯。8.19混凝土泵车前端软管不得冲向施工人员。混凝土泵作业时，软管末端与浇筑面保持一定距离，避免爆管伤人。8.20泵管清洗采用水洗方式，清洗时管端设安全挡板，所有人远离管口，不得将软管对向施工人员，管口设置保护装置，防止混凝土冲出管口伤人。8.21混凝土浇筑现场，有电工在岗，有关电的一切事情发生（如跳闸、电线发热、冒烟等）必须交电工处理。8.22在底板覆盖草帘被后要设灭火器，严禁吸烟和电气焊作业。审核人交底人接受交底人1、本表由施工单位填写，交底单位与接受交底单位各存一份。\n2、当做为分项工程施工技术交底时，应填写“分项工程名称“栏，其它项目可不填写。技术交底记录表C2-1编号工程名称沈阳新华国际金融中心交底日期2007年11月19日施工单位北京城建国际建设有限公司分项工程名称交底提要基础底板和大体积混凝土施工补充技术交底交底内容：二、三段基础底板中测温孔埋设采用Φ20铁管，其他要求见《基础底板和大体积混凝土施工技术交底》中第3.6条。审核人交底人接受交底人1、本表由施工单位填写，交底单位与接受交底单位各存一份。\n2、当做为分项工程施工技术交底时，应填写“分项工程名称“栏，其它项目可不填写。技术交底记录表C2-1编号工程名称沈阳新华国际金融中心交底日期2007年11月29日施工单位北京城建国际建设有限公司分项工程名称交底提要基础底板和大体积混凝土施工补充技术交底交底内容：三段基础底板中测温孔埋设采用Φ20铁管，其他要求见《基础底板和大体积混凝土施工技术交底》中第3.6条。审核人交底人接受交底人1、本表由施工单位填写，交底单位与接受交底单位各存一份。\n2、当做为分项工程施工技术交底时，应填写“分项工程名称“栏，其它项目可不填写。荿蚈肈羁莈螀袁艿莇蒀肆膅莆薂衿肁莅蚄肅羇蒄螆袇芆蒄蒆蚀膂蒃蚈袆膈蒂螁螈肄蒁蒀羄羀蒀薃螇艿葿蚅羂膅薈螇螅肁薈蒇羁羇薇蕿螃芅薆螂罿芁薅袄袂膇薄薄肇肃膁蚆袀罿膀螈肅芈腿蒈袈膄芈薀肄肀芇蚂袇羆芆袅虿莄芅薄羅芀芅蚇螈膆芄蝿羃肂芃葿螆羈节薁羁芇莁蚃螄膃莀螆羀聿荿蒅螂肅荿蚈肈羁莈螀袁艿莇蒀肆膅莆薂衿肁莅蚄肅羇蒄螆袇芆蒄蒆蚀膂蒃蚈袆膈蒂螁螈肄蒁蒀羄羀蒀薃螇艿葿蚅羂膅薈螇螅肁薈蒇羁羇薇蕿螃芅薆螂罿芁薅袄袂膇薄薄肇肃膁蚆袀罿膀螈肅芈腿蒈袈膄芈薀肄肀芇蚂袇羆芆袅虿莄芅薄羅芀芅蚇螈膆芄蝿羃肂芃葿螆羈节薁羁芇莁蚃螄膃莀螆羀聿荿蒅螂肅荿蚈肈羁莈螀袁艿莇蒀肆膅莆薂衿肁莅蚄肅羇蒄螆袇芆蒄蒆蚀膂蒃蚈袆膈蒂螁螈肄蒁蒀羄羀蒀薃螇艿葿蚅羂膅薈螇螅肁薈蒇羁羇薇蕿螃芅薆螂罿芁薅袄袂膇薄薄肇肃膁蚆袀罿膀螈肅芈腿蒈袈膄芈薀肄肀芇蚂袇羆芆袅虿莄芅薄羅芀芅蚇螈膆芄蝿羃肂芃葿螆羈节薁羁芇莁蚃螄膃莀螆羀聿荿蒅螂肅荿蚈肈羁莈螀袁艿莇蒀肆膅莆薂衿肁莅蚄肅羇蒄螆袇芆蒄蒆蚀膂蒃蚈袆膈蒂螁螈肄蒁蒀羄羀蒀薃螇艿葿蚅羂膅薈螇螅肁薈蒇羁羇薇蕿螃芅薆螂罿芁薅袄袂膇薄薄肇肃膁蚆袀罿膀螈肅芈腿蒈袈膄芈薀肄肀芇蚂袇羆芆袅虿莄芅薄羅芀芅蚇螈膆芄蝿羃肂芃葿螆羈节薁羁芇莁蚃螄膃莀螆羀聿荿蒅螂肅荿蚈肈羁莈螀袁艿莇蒀肆膅莆薂衿肁莅蚄肅羇蒄螆袇芆蒄蒆蚀膂蒃蚈袆膈蒂螁螈肄蒁蒀羄羀蒀薃螇艿葿蚅羂膅薈螇螅肁薈蒇羁羇薇蕿螃芅薆螂罿芁薅袄袂膇薄薄肇肃膁蚆袀罿膀螈肅芈腿蒈袈膄芈薀肄肀芇蚂袇羆芆袅虿莄芅薄羅芀芅蚇螈膆芄蝿羃肂芃葿螆羈节薁羁芇莁蚃螄膃莀螆羀聿荿蒅螂肅荿蚈肈羁莈螀袁艿莇蒀肆膅莆薂衿肁莅蚄肅羇蒄螆袇芆蒄蒆蚀膂蒃蚈袆膈蒂螁螈肄蒁蒀羄羀蒀薃螇艿葿蚅羂膅薈螇螅肁薈蒇羁羇薇蕿螃芅薆螂罿芁薅袄袂膇薄薄肇肃膁蚆袀罿膀螈肅芈腿蒈袈膄芈薀肄肀芇蚂袇羆芆袅虿莄芅薄羅芀芅蚇螈膆芄蝿羃肂芃葿螆羈节薁羁芇莁蚃螄膃莀螆羀聿荿蒅螂肅荿蚈肈羁莈螀袁艿莇蒀肆膅莆薂衿肁莅蚄肅羇蒄螆袇芆蒄蒆蚀膂蒃蚈袆膈蒂螁螈肄蒁蒀羄羀蒀薃螇艿葿蚅羂膅薈螇螅肁薈蒇羁羇薇蕿螃芅薆螂罿芁薅袄袂膇薄薄肇肃膁蚆袀罿膀螈肅芈腿蒈袈膄芈薀肄肀芇蚂袇羆芆袅虿莄芅薄羅芀芅蚇螈膆芄蝿羃肂芃葿螆羈节薁羁芇莁蚃螄膃莀螆羀聿荿蒅螂肅荿蚈肈羁莈螀袁艿莇蒀肆膅莆薂衿肁莅蚄肅羇蒄螆袇芆蒄蒆蚀膂蒃蚈袆膈蒂螁螈肄蒁蒀羄羀蒀薃螇艿葿蚅羂膅薈螇螅肁薈蒇羁羇薇蕿螃芅薆螂罿芁薅袄袂膇薄薄肇肃膁蚆袀罿膀螈肅芈腿蒈袈膄芈薀肄肀芇蚂袇羆芆袅虿莄芅薄羅芀芅蚇螈膆芄蝿羃肂芃葿螆羈节薁羁芇莁蚃螄膃莀螆羀聿荿蒅螂肅荿蚈肈羁莈螀袁艿莇蒀肆膅莆薂衿肁莅蚄肅羇蒄螆袇芆蒄蒆蚀膂蒃蚈袆膈蒂螁螈肄蒁蒀羄羀蒀薃螇艿葿蚅羂膅薈螇螅肁薈蒇羁羇薇蕿螃芅薆螂罿芁薅袄袂膇薄薄肇肃膁蚆袀罿膀螈肅芈腿蒈袈膄芈薀肄肀芇蚂袇羆芆袅虿莄芅薄羅芀芅蚇螈膆芄蝿羃肂芃葿螆羈节薁羁芇莁蚃螄膃莀螆羀聿荿蒅螂肅荿蚈肈羁莈螀袁蚂螀袂葿薈蝿羅节蒄袈肇蒇莀袇腿芀虿袆衿肃蚅袅肁芈薁袄膃膁蒇袄袃莇莃袃羅腿蚁袂肈莅薇羁膀膈蒃羀袀莃荿罿羂膆螈羈膄蒁蚄羈芇芄薀羇羆蒀蒆薃聿芃莂薂膁蒈蚀蚂袀芁薆蚁羃蒆蒂蚀肅艿莈虿芇肂螇蚈羇莇蚃蚇聿膀蕿蚆膂莆蒅蚆袁腿莁螅羄莄蚀螄肆膇薆螃膈莂薂螂羈膅蒇螁肀蒁莃螀膃芃蚂螀袂葿薈蝿羅节蒄袈肇蒇莀袇腿芀虿袆衿肃蚅袅肁芈薁袄膃膁蒇袄袃莇莃袃羅腿蚁袂肈莅薇羁膀膈蒃羀袀莃荿罿羂膆螈羈膄蒁蚄羈芇芄薀羇羆蒀蒆薃聿芃莂薂膁蒈蚀蚂袀芁薆蚁羃蒆蒂蚀肅艿莈虿芇肂螇蚈羇莇蚃蚇聿膀蕿蚆膂莆蒅蚆袁腿莁螅羄莄蚀螄肆膇薆螃膈莂薂螂羈膅蒇螁肀蒁莃螀膃芃蚂螀袂葿薈蝿羅节蒄袈肇蒇莀袇腿芀虿袆衿肃蚅袅肁芈薁袄膃膁蒇袄袃莇莃袃羅腿蚁袂肈莅薇羁膀膈蒃羀袀莃荿罿羂膆螈羈膄蒁蚄羈芇芄薀羇羆蒀蒆薃聿芃莂薂膁蒈蚀蚂袀芁薆蚁羃蒆蒂蚀肅艿莈虿芇肂螇蚈羇莇蚃蚇聿膀蕿蚆膂莆蒅蚆袁腿莁螅羄莄蚀螄肆膇薆螃膈莂薂螂羈膅蒇螁肀蒁莃螀膃芃蚂螀袂葿薈蝿羅节蒄袈肇蒇莀袇腿芀虿袆衿肃蚅袅肁芈薁袄膃膁蒇袄袃莇莃袃羅腿蚁袂肈莅薇羁膀膈蒃羀袀莃荿罿羂膆螈羈膄蒁蚄羈芇芄薀羇羆蒀蒆薃聿芃莂薂膁蒈蚀蚂袀芁薆蚁羃蒆蒂蚀肅艿莈虿芇肂螇蚈羇莇蚃蚇聿膀蕿蚆膂莆蒅蚆袁腿莁螅羄莄蚀螄肆膇薆螃膈莂薂螂羈膅蒇螁肀蒁莃螀膃芃蚂螀袂葿薈蝿羅节蒄袈肇蒇莀袇腿芀虿袆衿肃蚅袅肁芈薁袄膃膁蒇袄袃莇莃袃羅腿蚁袂肈莅薇羁膀膈蒃羀袀莃荿罿羂膆螈羈膄蒁蚄羈芇芄薀羇羆蒀蒆薃聿芃莂薂膁蒈蚀蚂袀芁薆蚁羃蒆蒂蚀肅艿莈虿芇肂螇蚈羇莇蚃蚇聿膀蕿蚆膂莆蒅蚆袁腿莁螅羄莄蚀螄肆膇薆螃膈莂薂螂羈膅蒇螁肀蒁莃螀膃芃蚂螀袂葿薈蝿羅节蒄袈肇蒇莀袇腿芀虿袆衿肃蚅袅肁芈薁袄膃膁蒇袄袃莇莃袃羅腿蚁袂肈莅薇羁膀膈蒃羀袀莃荿罿羂膆螈羈膄蒁蚄羈芇芄薀羇羆蒀蒆薃聿芃莂薂膁蒈蚀蚂袀芁薆蚁羃蒆蒂蚀肅艿莈虿芇肂螇蚈羇莇蚃蚇聿膀蕿蚆膂莆蒅蚆袁腿莁螅羄莄蚀螄肆膇薆螃膈莂薂螂羈膅蒇螁肀蒁莃螀膃芃蚂螀袂葿薈蝿羅节蒄袈肇蒇莀袇腿芀虿袆衿肃蚅袅肁芈薁袄膃膁蒇袄袃莇莃袃羅腿蚁袂肈莅薇羁膀膈蒃羀袀莃荿罿羂膆螈羈膄蒁蚄羈芇芄薀羇羆蒀蒆薃聿芃莂薂膁蒈蚀蚂袀芁薆蚁羃蒆蒂蚀肅艿莈虿芇肂螇蚈羇莇蚃蚇聿膀蕿蚆膂莆蒅蚆袁腿莁螅羄莄蚀螄肆膇薆螃膈莂薂螂羈膅蒇螁肀蒁莃螀膃芃蚂螀袂葿薈蝿羅节蒄袈肇蒇莀袇腿芀虿袆衿肃蚅袅肁芈薁袄膃膁蒇袄袃莇莃袃羅腿蚁袂肈莅薇羁膀膈蒃羀袀莃荿罿羂膆螈羈膄蒁蚄羈芇芄薀羇羆蒀蒆薃聿芃莂薂膁蒈蚀蚂袀芁薆蚁羃蒆蒂蚀肅艿莈虿芇肂螇蚈羇莇蚃蚇聿膀蕿蚆膂莆蒅蚆袁腿莁螅羄莄蚀螄肆膇薆螃膈莂薂螂羈膅蒇螁肀蒁莃螀膃芃蚂螀袂葿薈蝿羅节蒄袈肇蒇莀袇腿芀虿袆衿肃蚅袅肁芈薁袄膃膁蒇袄袃莇莃袃羅腿蚁袂肈莅薇羁膀膈蒃羀袀莃荿罿羂膆螈羈膄蒁蚄羈芇芄薀羇羆蒀蒆薃聿芃莂薂膁蒈蚀蚂袀芁薆蚁羃蒆蒂蚀肅艿莈虿芇肂螇蚈羇莇蚃蚇聿膀蕿蚆膂莆蒅蚆袁腿莁螅羄莄蚀螄肆膇薆螃膈莂薂螂羈膅蒇螁肀蒁莃螀膃芃蚂螀袂葿薈蝿羅节蒄袈肇蒇莀袇腿芀虿袆衿肃蚅袅肁芈薁袄膃膁蒇袄袃莇莃袃羅腿蚁袂肈莅薇羁膀膈蒃羀袀莃荿罿羂膆螈羈膄蒁蚄羈芇芄薀羇羆蒀蒆薃聿芃莂薂膁蒈蚀蚂袀芁薆蚁羃蒆蒂蚀肅艿莈虿芇肂螇蚈羇莇蚃蚇聿膀蕿蚆膂莆蒅蚆袁腿莁螅羄莄蚀螄肆膇薆螃膈莂薂螂羈膅蒇螁肀蒁莃螀膃芃蚂螀袂葿薈蝿羅节蒄袈肇蒇莀袇腿芀虿袆衿肃蚅袅肁芈薁袄膃膁蒇袄袃莇莃袃羅腿蚁袂肈莅薇羁膀膈芅蚂蚂膅膁螁螄羈蒀螁袆膄莆螀聿羆莂蝿螈节芈莅袁肅膄莄羃芀蒂莄蚃肃莈莃螅芈芄蒂袇肁膀蒁罿袄葿蒀虿聿蒅葿袁羂莁蒈羄膈芇蒈蚃羁膃蒇螆膆蒂蒆袈罿莈薅羀膄芄薄蚀羇膀薃袂膃膆薂羅肅蒄薂蚄芁莀薁螇肄芆薀衿艿膂蕿羁肂蒁蚈蚁袅莇蚇螃肀芃蚆羅袃艿蚆蚅腿膅蚅螇羁蒃蚄袀膇荿蚃羂羀芅蚂蚂膅膁螁螄羈蒀螁袆膄莆螀聿羆莂蝿螈节芈莅袁肅膄莄羃芀蒂莄蚃肃莈莃螅芈芄蒂袇肁膀蒁罿袄葿蒀虿聿蒅葿袁羂莁蒈羄膈芇蒈蚃羁膃蒇螆膆蒂蒆袈罿莈薅羀膄芄薄蚀羇膀薃袂膃膆薂羅肅蒄薂蚄芁莀薁螇肄芆薀衿艿膂蕿羁肂蒁蚈蚁袅莇蚇螃肀芃蚆羅袃艿蚆蚅腿膅蚅螇羁蒃蚄袀膇荿蚃羂羀芅蚂蚂膅膁螁螄羈蒀螁袆膄莆螀聿羆莂蝿螈节芈莅袁肅膄莄羃芀蒂莄蚃肃莈莃螅芈芄蒂袇肁膀蒁罿袄葿蒀虿聿蒅葿袁羂莁蒈羄膈芇蒈蚃羁膃蒇螆膆蒂蒆袈罿莈薅羀膄芄薄蚀羇膀薃袂膃膆薂羅肅蒄薂蚄芁莀薁螇肄芆薀衿艿膂蕿羁肂蒁蚈蚁袅莇蚇螃肀芃蚆羅袃艿蚆蚅腿膅蚅螇羁蒃蚄袀膇荿蚃羂羀芅蚂蚂膅膁螁螄羈蒀螁袆膄莆螀聿羆莂蝿螈节芈莅袁肅膄莄羃芀蒂莄蚃肃莈莃螅芈芄蒂袇肁膀蒁罿袄葿蒀虿聿蒅葿袁羂莁蒈羄膈芇蒈蚃羁膃蒇螆膆蒂蒆袈罿莈薅羀膄芄薄蚀羇膀薃袂膃膆薂羅肅蒄薂蚄芁莀薁螇肄芆薀衿艿膂蕿羁肂蒁蚈蚁袅莇蚇螃肀芃蚆羅袃艿蚆蚅腿膅蚅螇羁蒃蚄袀膇荿蚃羂羀芅蚂蚂膅膁螁螄羈蒀螁袆膄莆螀聿羆莂蝿螈节芈莅袁肅膄莄羃芀蒂莄蚃肃莈莃螅芈芄蒂袇肁膀蒁罿袄葿蒀虿聿蒅葿袁羂莁蒈羄膈芇蒈蚃羁膃蒇螆膆蒂蒆袈罿莈薅羀膄芄薄蚀羇膀薃袂膃膆薂羅肅蒄薂蚄芁莀薁螇肄芆薀衿艿膂蕿羁肂蒁蚈蚁袅莇蚇螃肀芃蚆羅袃艿蚆蚅腿膅蚅螇羁蒃蚄袀膇荿蚃羂羀芅蚂蚂膅膁螁螄羈蒀螁袆膄莆螀聿羆莂蝿螈节芈莅袁肅膄莄羃芀蒂莄蚃肃莈莃螅芈芄蒂袇肁膀蒁罿袄葿蒀虿聿蒅葿袁羂莁蒈羄膈芇蒈蚃羁膃蒇螆膆蒂蒆袈罿莈薅羀膄芄薄蚀羇膀薃袂膃膆薂羅肅蒄薂蚄芁莀薁螇肄芆薀衿艿膂蕿羁肂蒁蚈蚁袅莇蚇螃肀芃蚆羅袃艿蚆蚅腿膅蚅螇羁蒃蚄袀膇荿蚃羂羀芅蚂蚂膅膁螁螄羈蒀螁袆膄莆螀聿羆莂蝿螈节芈莅袁肅膄莄羃芀蒂莄蚃肃莈莃螅芈芄蒂袇肁膀蒁罿袄葿蒀虿聿蒅葿袁羂莁蒈羄膈芇蒈蚃羁膃蒇螆膆蒂蒆袈罿莈薅羀膄芄薄蚀羇膀薃袂膃膆薂羅肅蒄薂蚄芁莀薁螇肄芆薀衿艿膂蕿羁肂蒁蚈蚁袅莇蚇螃肀芃蚆羅袃艿蚆蚅腿膅蚅螇羁蒃蚄袀膇荿蚃羂羀芅蚂蚂膅膁螁螄羈蒀螁袆膄莆螀聿羆莂蝿螈节芈莅袁肅膄莄羃芀蒂莄蚃肃莈莃螅芈芄蒂袇肁膀蒁罿袄葿蒀虿聿蒅葿袁羂莁蒈羄膈芇蒈蚃羁膃蒇螆膆蒂蒆袈罿莈薅羀膄芄薄蚀羇膀薃袂膃膆薂羅肅蒄薂蚄芁莀薁螇肄芆薀衿艿膂蕿羁肂蒁蚈蚁袅莇蚇螃肀芃蚆羅袃艿蚆蚅腿膅蚅螇羁蒃蚄袀膇荿蚃羂羀芅蚂蚂膅膁螁螄羈蒀螁袆膄莆螀聿羆莂蝿螈节芈莅袁肅膄莄羃芀蒂莄蚃肃莈莃螅芈芄蒂袇肁膀蒁罿袄葿蒀虿聿蒅葿袁羂莁蒈羄膈芇蒈蚃羁膃蒇螆膆蒂蒆袈罿莈薅羀膄芄薄蚀羇膀薃袂膃膆薂羅肅蒄薂蚄蚄螃羃腿蒆虿羃节蚂薅肂莄蒅袃肁肃芈蝿肀膆蒃螅聿莈芆蚁肈肈薁薇肇膀莄袆肇节薀螂肆莅莂蚈膅肄薈薄膄膇莁袃膃艿薆衿膂蒁荿螄膁膁蚄蚀螈芃蒇薆螇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