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'水磨钻施工安全专项方案编制：审核：审批：
中交四航铜合高速公路工程总承包部三分部2012年05月目录一、工程概况11.1、工程简介11.2、地质条件11.3、人员、机械、材料配置1二、编制范围及依据42.1编制范围42.2编制依据4三、施工顺序及施工工艺方法4四、安全保证体系54.1安全生产目标54.2安全生产组织机构54.3安全教育和培训84.4安全生产检查制度84.5安全技术交底制度84.6安全事故报告与处理制度84.7安全奖罚制度94.9临时设施检查制度10五、安全保证措施115.1常规安全保证措施115.2专项安全保证措施125.2.1水磨钻施工安全保证措施125.2.2提升设备安全保证措施135.2.3水泵安全保证措施145.2.4排水、通风和照明安全保证措施15
5.2.5周边建、构筑物结构安全保证措施155.2.6雨季、防高温安全保证措施155.2.7钢筋笼安装安全保证措施165.2.8灌注桩施工安全保证措施165.2.9既有铁路桥墩防护安全保证措施17六、安全应急救援预案186.1安全应急救援指挥机构186.1.1、安全应急救援指挥小组186.1.2、事故应急救援领导小组联系方式186.2应急处理程序196.2.1、事故分类196.2.2、事故上报制度196.2.3、事故应急流程196.3应急措施216.3.1高处坠落应急措施216.3.2坍塌应急措施226.3.3物体打击应急措施226.3.4触电事故应急措施236.3.5有毒有害气体中毒应急措施236.3.6高温中暑事故应急措施246.4培训和演练24
水磨钻施工安全专项方案第27页共25页一、工程概况1.1、工程简介金九大桥位于铜合高速公路第三合同段内，由于受下穿铁路桥梁和线路纵坡影响，全桥设计为分离式桥面，分左右两幅通行。金九大桥设计为下穿兰渝、渝遂及渝遂复线三条铁路，见图2-1金九大桥平面图，金九大桥水磨钻设计为嵌岩桩。1.2、地质条件水磨钻的地质状况分布主要地层岩性为泥岩、砂岩不等厚互层，基岩只在斜坡陡坎处出露，地标大部分布第四系全新统残坡积粘土。1.3、人员、机械、材料配置人员、设备、材料的配置根据工程施工进度需要和业主、监理工程师要求，以满足施工质量、进度、安全要求，并依据情况变化随时加强调整。编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页1、人员配置，详见“投入本工程主要人员表”。投入本工程主要人员配备表序号姓名职务备注1项目经理2项目书记3项目总工4生产副经理6工程部长7质检部长8安全部长9物资部长10试验室主任11工程部副部长12工区长 13其他技术员3人 14其他试验员2人 15水磨钻孔桩工人8人 16钢筋工15人 17混凝土工4人合计44人 编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页2、设备配置，详见“投入本工程主要施工机械设备表”。投入本工程的主要施工机械设备表序号机械名称规格型号额定功率（KW）或容量（M3）或吨位（t）产地数量(台)1水磨钻DMS350型 蚌埠机厂42潜水泵QW100-150.8KW苏州43挖掘机EC2901.5M3德国沃尔沃14轮胎装载机966E1.5M315自卸汽车SH321815T陕汽斯尔泰16汽车吊机QY-25C25T三一17变压器S9-500/1800KVA国产18钢筋弯曲机GW402.2KW国产19钢筋切断机GQ407.5KW国产110钢筋调直机GT4/144KW国产111砂轮切割机 国产112交流电焊机BX3-630-2500A国产213直螺纹套丝机214空压机200kw国产215龙门吊5T国产116卷扬机HCD1-6B1T417提土桶0.3m3合川818通风机1.5KW合川419砼罐车HYC.6A8m3重庆5编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页3、材料配置水磨钻施工场地已完成施工便道的修筑可作为生产物资材料的运输通道，交通较为便利。当地的料源充足，可采用汽车运输通过施工便道运至施工现场。水磨钻施工前准备的材料详见投入本工程的材料需用表：投入本工程的材料需用表序号材料名称产地1瓜米石合川2水泥金九水泥厂3河沙盐井4防护支架合川5防护网盐井6方木盐井一、编制范围及依据2.1编制范围本方案编制范围为本桥0#、1#、2#、3#及14#桩基，由于桩基靠近铁路线桥墩，为了减小桩基施工过程对既有铁路线桥墩的影响，采取水磨钻施工。2.2编制依据(1)、金九大桥施工组织设计；(2)、金九大桥施工设计图纸；(3)、根据现场实际地形、地貌、河道、施工环境等的现场调查情况；(4)、以往类似工程施工经验及其他施工要求；(5)、国家和重庆市的有关政策、法规和条例、规定；(6)、与铁路及相关单位签订的合同书；二、施工顺序及施工工艺方法水磨钻主要由水磨钻机、水磨钻筒和专用水泵三部分组成。一般一个水磨钻机配备3-5水磨钻筒，一个水磨钻筒上有7个刀头。水磨钻筒外径为16公分，内径为14公分，壁厚度为1公分，高度为62公分，一个循环可钻60公分。专用水泵外径为12公分，高度为40公分。水磨钻孔桩的施工工艺顺序如下图3-1水磨钻施工工艺流程图:编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页施工准备桩的检验施工放样井圈围护混凝土护壁挖孔不合格检孔合格制作钢筋笼安装钢筋笼下导管(串筒)拌制混凝土灌注混凝土图3-1水磨钻施工工艺流程图一、安全保证体系4.1安全生产目标（1）、不发生重大设备操作事故；（2）、生产安全事故死亡率为零；生产安全事故重伤率为零；（3）、不发生高空坠落、触电伤人、支架跨塌等责任事故；（4）、不发生重大工程质量安全事故；4.2安全生产组织机构为实现安全生产目标，水磨钻施工由项目部下设的安全生产组织机构实行安全管理，项目部安全保证体系详见下图：编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页安全生产第一责任人：项目经理（）安全生产直接责任人：生产副经理（三防领导小组专职安全员:三防抢险队应急救援队工程部安全责任人钊材料部安全责任人江机电部安全责任人光综合部安全责任人郑谊作业单位安全责任人责任人质检部安全责任人张实验室安全责任人袁水磨钻施工安全责任人：邓责任人安全机构图编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页目标：杜绝死亡、重伤事故及重大交通、火灾事故。年轻伤率3‰以下规章制度安全知识职业道德典型事例岗前教育安全方针、政策法制纪律标准作业安全措施岗位划分安全预防措施文明施工各种形式竞赛各种制度责任检查评比、总结班组建议承包责任制各种岗位责任制规范教育规范活动奖罚教育安全基础工作国家监督行政管理民主管理安全管理安全行为安全制度施工安全管理项目全体人员施工队公司作业班组项目部安全施工机械设备施工环境管理手段管理层次宏观控制、指导教育制定制度、监督教育教育贯彻、执行控制自我控制、措施落实安全保证体系框图编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页4.3安全教育和培训作业前对所有作业人员进行安全教育，使所有参与本工程施工的施工人员提高自身的安全意识，增进对安全的认识。凡是新进场的工人必须进行三级安全教育和岗前的安全培训，并对他们进行考试，考试合格的准许上岗作业。对考核不合格者，必须进行再教育培训。培训后再不合格者，不准从事该项工作，并调离工作岗位。4.4安全生产检查制度在安排施工计划的同时，有针对性地明确安全目标、预防措施及安全控制重点，并落实到具体人员。对重要工序和关键部位推行安全岗位责任制，实行全过程监督检查。项目部每月进行不少于一次安全大检查，专职安全员作好日常巡查，对存在的重大问题，项目部签发《事故隐患通知单》（一式三份），作业队应及时将整改情况反馈到项目部。对不合格项限期整改至复查至合格为止。危险性较大的分项工程施工项目部安全员应进行旁站，全程监控，确保施工安全生产。4.5安全技术交底制度1、安全技术交底是实现安全生产的重要保证。使班组的所有员工、民工在上岗前和工作中，都得到有针对性、实用性的安全技术交底，使每个人都了解施工中的所存在的安全问题，使施工安全知识得到全员了解，提高他们在施工中自我保护能力。新进场人员对新岗位不熟悉，易出事故，是安全交底的重点，即使是零星进场的人员，也不能放过安全交底。2、交底内容包括：(1)工程概况、施工方法和安全技术措施；(2)施工作业的特点和危险因素辨识；(3)针对危险因素提出的具体预防措施；编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页(4)相关施工作业的安全操作规程和标准；(5)发生事故后应及时采取的避难和急救措施等3、每位进场人员在接受安全施工技术交底后，都要填写签认安全技术交底单；多人同时交底时，可通过安全技术交底附单进行集体签认。4、未经过安全技术交底新进场人员不允许进行本系统的施工。做到进场一个人交底一个人。4.6安全事故报告与处理制度1、发生重伤及死亡事故后，必须立即通过电话、电报、电传等方法报告项目部安全部以及地区（市）安监部门、公安、检察院、处部、建设办、监理等部门，最迟不得超过二十四个小时。报告内容包括：事故的地点、时间、情况、原因及事故现场正在采取的保护措施等。2、发生事故时要保护好事故现场并做好记录，迅速启动应急救援预案，抢救伤员和财产，防止事故扩大。为抢救伤员需要移动现场物件时，要作出标记和拍照时。3、发生事故后要及时按照国家在关规定，组织事故调查组对事故进行调查和处理。事故的调查处理必须坚持“四不放过”原则：调查事故发生的原因，原因分析不清放过；明确事故责任，责任不分清不放过；事故要吸取教训，并制定与实施安全防范措施，防止类似整套再发生，员工得不到教育和安全防范措施不落实不放过；事故的有关责任人不受处理不放过。4、伤亡事故处理工作要在九十天内结案，特殊情况不得超过一百八十天。4.7安全奖罚制度认真落实安全岗位责任制，是抓好安全管理工作的关键。奖优罚劣是促进落实岗位责任制的一项行之有效的管理手段。1）、对防止事故的有功人员，可根据防止事故挽回经济损失的大小，给予适当奖励。2）、对隐瞒、谎报安全质量情况及事故，故意伪造和破坏事故现场的，依照现行法规、规章及管理制度从严处理，直至追究法律责任。3）、作业队认真落实各项安全质量管理制度，以严格的管理来保证安全生产和工程质量。如在检查和抽查中发现事故隐患较多或较严重，现场“三违”编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页现象人数较多或情节较严重，文明生产问题较大如现场机具设备材料堆放混乱、施工现场及危险场所缺少应有的标志牌、警告、禁止标志、道路不畅通，安全设施不齐全或破损较严重等安全质量管理制度不落实存在较大漏洞直接危及安全和工程质量现象的，按规定进行处罚。4）、作业队应强化安全质量检查、检验工作，并应把重点放在对事故隐患和安全、质量问题的整改上。对于在检查中发现的事故隐患如平台防护、栏杆、安全网有缺陷、安全保护设施不完备，在用材料、施工设置不能满足质量要求，以及其它危及安全质量的各类隐患和问题，经提出限期整改不能按期整改合格的，按规定进行处罚。如有情况严重的可责令先停产整顿，后视整改情况及认识态度按规定进行处罚。5）、在检查、抽查中如发现有违章指挥施工生产的现象如：指挥违章作业；指挥指派非持证者从事特殊作业；擅自同意使用不符合质量要求的材料及施工设施；指挥违反工艺、规程、规范进行施工等等。除令其立即停止作业外，按规定进行处罚，情节严重的可按停产整顿办理。6）、在检查、抽查中如发现有违章操作、违反纪律的现象，如进入生产场所不按规定穿戴、使用劳动防护用品；进入施工现场不戴安全帽，高处作业不按规定戴挂安全带；违反操作规程操作；违反纪律；酒后作业；擅自离岗；擅自违反工艺、规范作业；非持证人员从事特殊作业等等。除责令其立即停止作业外，按规定进行处罚。不听劝阻的可立即停止其工作，听候处理。7）、对于造成轻伤以上，大及以上级质量事故，大及以上级机械事故，重大交通事故、重大火灾事故、恶性未遂事故的责任者，除按规定罚款外，交公司处理。8）、对于各类事故，可视情节轻重给予直接责任者不大于事故直接经济损失10%的有限责任赔偿的处理。项目部有权对以上违规、违章行为进行处罚；在执行处罚中，应填写《安全质量处罚通知书》，一式三份，分别送被处罚人、主管领导、安全部。4.9临时设施检查制度1）施工的临时设施（包括支架、平台、通道、爬梯、主体工程施工吊架、吊篮、自制吊装设备等）。2）编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页必须由有相应技术水平的人员负责，严格按施工图制作、安装。制作、安装完毕后由其自检，技术员和安全员、施工负责人互相签字后合格，然后由总工组织安全、质检、工程、机电等部门进行综合检查合格签字后方可正式投入使用，经综合检查二次不合格者，按规定进行处罚。以后每次检查不合格则累计处罚或更换施工人员。3）对于未经综合检查合格投入使用，但未发生不良后果，则给予指挥投入使用的人员500元的处罚。若造成责任事故则给予责任者500元处罚外，并根据有关法规、法令严肃处理。一、安全保证措施5.1常规安全保证措施施工安全保证技术措施表序号工程项目安全组织、技术保障措施责任人1开工准备1、建立和健全安全生产责任制和安全保障体系，成立安全生产领导机构和三防机构，配备专职安全员。2、加强全员安全意识教育，贯彻“安全第一，预防为主”的方针，定期组织职工进行安全学习，定期进行安全大检查。3、各分项工程开工前或特殊、关键工序开始前，进行详细的安全技术交底。项目经理2施工现场1、施工便道布置畅通，排水良好。2、按施工平面布置图规定位置安放施工机械和堆放材料。3、施工区域与高压电线等的距离要符合安全距离要求。4、各危险部位、项目的警告标志齐全。5、安全守则、安全管理规定、安全生产责任及文明施工宣传标语、张贴、张挂于显眼或人员集中处。6、设置齐全的安全宣传标语牌、操作规程牌。主管生产副经理3吊装起重作业1、起重安装作业前须严格检查起重设备各部件的可靠性和安全性，并进行试运行；钢丝绳的安全系数应符合规定。2、起吊作业时指派专人统一指挥，参加起重安全的起重工要掌握作业的安全要求，其余人员应分工明确。3、汽车吊作业地面应坚实平整，支脚支垫牢靠。作业时严禁回转半径范围内的吊臂下站人，严禁起吊的重物自由下落。物资设备部4夜间作业1、注意安排好工作计划，劳逸结合，尽量避免夜间作业。2、夜间施工时，施工现场必须有足够的照明。施工住地（包括民工住地）要设置路灯。3、用于上下攀登的通道必须设有足够的照明灯具。安全员编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页5雨季施工1、雨季施工时，应及时排除施工现场积水。脚手架、斜道板上应采取防滑措施。加强脚手架的检查，防止倾倒。2、长时间在雨季中作业的工程项目，应根据条件设置挡雨棚。施工中遇有暴风雨应暂停施工。安全员6夏季施工1、凡不宜从事高温作业者均不得这安排其从事高温作业。2、现场管理人员和安全员要经常深入施工现场进行巡回检查，发现异常情况应立即采取措施和必要的处理。3、在作业场所供给足够的合乎卫生要求的饮料、含盐饮料。4、合理调整作息时间，避开中午高温时间工作，严格控制工人加班加点，高处作业工人的工作时间要适当缩短。保证工人有足够的睡眠时间。5.对高温条件下的作业区，采取措施，搞好通风和降温。6.施工现场搭设斜凉棚，防止太阳热辐射，并经常洒水降温。主管生产副经理、安全员7防火安全1、设专职消防员，成立消防突击队，并不定期进行消防演习和培训。2、建立定期防火检查制度，对生活区及工地现场进行防火检查，将隐患消灭于萌芽之中。3、生活区配备充足的灭火器材以备急用。4、施工时要采取有效的防火、防雷措施，防止森林火灾的发生。安全员8防暴雨1、暴雨期施工应注意收集气象预报，做好防暴雨工作。2、处于暴雨可能浸没地带的机械设备、材料做好防范措施。3、检查工地临设牢固情况，对认为在暴雨袭击中有危险的脚脚手架、高空设施等要做好加固措施。生产副经理9安全用电严格遵守建设部《施工现场临时用电安全技术规范》（JGJ46-2005）的规定，搞好本工程的用电安全工作：1、采用三级配电二级漏电保护系统。2、采用TN－S接零保护系统，电缆线路应采用埋地或架空敷设，严禁沿地面明设，并应避免机械损伤和介质腐蚀。埋地电缆路径应设方位标志。3、各种电器设备，符合“一机一闸一漏”的用电要求，进出电箱的电源线必须从箱底孔接入或引出，电源线接好后必须把电箱门关好。4、电缆中必须包含全部工作芯线和用作保护零线或保护线的芯线。需要三相四线制配电的电缆线路必须采用五芯电缆。5、现场接灯照明时，凡危险场所及潮湿环境应使用安全电压；灯安装在工作时触碰不着的地方；保持一灯一开关且有防雨装置。6、对配电箱、开关箱进行定期维修、检查时，必须将其前一级相应的电源隔离开关分闸断电，并悬挂“禁止合闸、有人工作”停电标志牌，严禁带电作业。7、施工现场，应有自备电源，以免因电网停电造成工程损失和出现事故。8、开关箱与用电设备的距离不得超过30m，开关箱与其供电的固定式用电设备的水平距离不得超过3m。9、电箱内的电气配置和接线严禁随意改动，并不得随意挂接其他用电设备。10、配电装置的漏电保护器应于每次使用时用试验按钮试跳一次，只有试跳正常才可继续使用。11、施工现场供电线路的接头必须作抗拉错位驳接，并用防水胶布缠绕牢固；必要时接头位置用PVC管或绝缘胶管套封，以保证线路及用电安全。设备部安全员编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页12、施工现场禁止在露天场所使用带线拖板；禁止使用花线作电源线。10其它1、搞好易燃、易爆物品的管理，设立专库储存，库房设计符合安全技术规范。有专人负责发放和监督使用。2、临时设施符合有关安全技术规范的要求，重要临时设施的通道、供水、供电、排水都应有相应的方案设计。3、各种气瓶的使用和运输严格遵守安全技术规范。安全员5.2专项安全保证措施5.2.1水磨钻施工安全保证措施1、现场施工人员必须戴安全帽。孔内作业人员必须穿长筒绝缘胶鞋，系好安全带，作业时将安全带栓住从孔口而下的保险绳上。并配备专用的爬梯，供井下人员上下。2、每班作业前应检查提升架、吊绳、吊桶、制动等设备是否完好、牢固可靠，并观察井下冒水、流沙、孔壁的情况是否异常，采取有关仪器和方法检测孔内有害气体指标，发现问题，立即通知施工负责人停止作业。3、挖孔桩井圈应高处原地面30CM。防止地表水及其他杂物落孔伤人。4、桩孔周围2米范围内不得有弃土、堆渣，并禁止重型车辆通过。5、桩孔周围1米范围必须设置不低于1.2米的防护栏杆，并挂安全网，留一个通行口，方便人员上下和运送渣土。6、每桩作业组不少于2人，作业时应轮换。孔内有人作业时，地面人员不得离开孔口，不得做与工作无关的事情，随时注意孔内人员的动态，发现异常情况，立即通知孔内人员撤离。7、孔深超过5米时，应在距孔内人员头顶上方1.5米处设置半圆形密网保护盖，防止吊桶及土渣坠落伤人。孔内吊升渣土时，不得超过吊桶的80%，起吊时应保持平稳，不得斜吊、晃动。8、孔壁开挖时，应注意土层的情况，调整开挖高度。地下水压大、涌沙严重时，应采取措施堵沙，放水。9、孔内使用电动水泵抽水时，供电系统应采用多级保护，防止漏电。孔内照明采用12伏安全电压，灯泡必须配保护罩。10、孔深超过10米时，应采用机械通风，保持空气清新。11、停止作业时，孔口加盖，晚上应有警示灯，防止人坠落。编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页5.2.2提升设备安全保证措施1、提升架：采用钢管与型钢焊接，保证井架有足够强度。架体底座与孔口平台基础接触平稳，并用混凝土预制块搞好配重，防止倾覆、垮塌。2、卷扬机（1）卷扬机与提升架转盘采用螺栓连接牢固，防止卷扬机提升时卷扬机松动倒挂。（2）卷扬机操作者必须经过一定训练，了解所操作的卷扬机性能，熟悉操作方法，并有专人进行维修和保养，防止错误操作或操作不当造成伤害。（3）电动卷扬机的电气部分不得有漏电现象，电动机和不应带电的金属外壳应接地良好，防止触电事故。（4）钢丝绳在卷筒中间的位置时，应与卷筒轴线成直角，应采取措施保证钢丝绳在卷筒上排列整齐。作业中钢丝绳在卷筒是至少保留三圈，收绕钢丝绳时，禁止用手引导。（5）工作前，应仔细检查钢丝绳是否有毛刺、断丝、断股、磨损，钢丝绳反接头是否牢固，倒顺开关和滑轮是否灵活可靠，吊钩是否磨损、插销是否可靠，渣桶是否破损，经检查发现隐患的必须立即整改后才能复工。（6）卷扬机使用的吊钩应安全可靠，并有保险装置，防止脱钩。（7）卷扬机操作者应集中精力，注意孔底作业人员所发出的信号，不许与旁人嬉笑闲聊。（8）吊桶提升渣土时不得超过吊桶体积的80%,提升物的重量不得超过30KG/次,起吊时应保持平稳，不得斜吊、晃动，每次提升渣土时，人员必须撤至孔内半圆形密网保护盖的下面。（9）孔内破开的岩石如果较大，应用电动凿岩机将其凿开成小块提升。（10）工作停止后切断电源，锁上开关箱，工作完毕或中间休息时，重物应停放在地面上，不得悬在半空。5.2.3水泵安全保证措施1、水泵的安装应牢固、平稳，有防雨措施。多台水泵并列安装时，间距不小于80cm。管径较大的进出水管，须用支架支撑，转动部分要有防护装置。2编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页、电动机轴应与水泵轴同心，螺栓要坚固，管路密封，接口严密，吸水管阀无堵塞，无漏水。3、起动时，应将出水阀关闭，起动后逐渐打开。4、动行中，若出现漏水、漏气、填料部位发热、机温升高、电流突然增大等不正常现象，要停机检修。5、水泵动行中，不得从机上跨越。6、升降吸水管量，要站到有防护栏杆的平台上操作。7、应先停机，后关闭出水阀。5.2.4排水、通风和照明安全保证措施1、井孔内一律采用12伏低压100W防水带罩灯照明，现场用电均安装漏电装置。2、挖孔达到一定深度以后，开动通风机，必须保持通风要求。3、挖井至4m以下时，需用可燃气体测定仪，检查孔内作业面是否有沼气。若发现有，要处理后能作业。4、当孔内出现地下水时，及时抽排。为了挖孔人员的安全，每个水泵都安装漏电保护器，如有异常就自动跳闸。有水的桩挖孔作业人员必须穿套鞋，防止漏电伤人，如果孔内漏水比较轻微，孔底挖小水坑，用人工往水桶内注水。5、孔深超过10米时，应采用机械通风，保持空气清新。5.2.5周边建、构筑物结构安全保证措施1、桩井开挖遵循先易后难的原则。根据探岩情况，对地下工程地质条件复杂，地下涌水量大的桩（如果有出现）须经项目部、监理等多方商定成孔工艺后再进行施工。2、实施对周边建、构筑物的沉降和变形观测，在开挖作业前做好沉降和变形观测点。在开挖过程中，对铁路桥墩施工影响情况时时监测，一旦发现问题，必须立即停止作业并会同相关人员进行沟通处理。实施高精度沉降观测，及时掌握周边建，构筑物的沉降和变形情况，为进一步的方案优化提供依据。3、灌注砼采用干桩灌注，工人直接对砼进行振捣作业，以确保桩身质量。如果出现有大量地下水涌的情况，便可采用清水灌注法，减少地下水的抽取，这样也可以保证周边建、构筑物的安全。4、进行地下水位观测及流量观测（如果有的话）。5、采取安全有效的破碎入岩措施。编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页5.2.6雨季、防高温安全保证措施（一）、雨季施工措施1、进入雨季施工前，务必先修好现场施工道路及排水沟，保证现场排水畅通，道路畅通无阻。2、机电设备采取相应的防雨、防潮措施，并配有安全用电标识，及时对露天电箱、机电设施等安全防护进行检查，确保施工安全。3、雷暴风雨天气，机械必须停止作业，并做好防雨、防漏电工作，现场组织专业人员进行安全检查。4、对井口进行检修、加固、挖好排水沟，防止漏雨和积水。（二）、防高温措施1、随时跟踪天气预报，及时掌握天气变化情况，以便采取防治措施。2、季节施工调整作息时间，采取早上、晚下，中午较长的时间休息的工作时间。3、高温季节施工，防止中暑现象发生，给职工发放霍香正气液、仁丹、十滴水、清凉油等药品。4、施工现场，及时供给职工饮用茶水，高温季节烧绿豆汤等饮用水。5、加强职工宿舍卫生，通风工作，食堂清洁卫生，晚上增加稀饭或面汤。5.2.7钢筋笼安装安全保证措施1、钢筋笼吊装需要有专人统一指挥，动作应配合协调；无关人员严禁进入钢筋笼吊装影响区域内。2、钢筋吊点布置必须对称布设，防止在吊装过程中钢筋笼产生偏斜。3、吊车工作及行走路线必须是坚硬水平地面，对强度不足的地面应事先进行场地硬化或加设钢板，并应与沟渠、基坑边保持安全距离。4、钢筋笼入孔前应吊直扶稳，钢筋笼中心对准孔位中心缓慢下沉，不得摇晃碰撞孔壁和强行入孔。5、吊装前应重点检查吊车的安全防护装置、各指示仪表、吊索具是否完好。6、在有六级及以上大风或大雨、大雪、大雾等恶劣天气时，应停止起吊作业。5.2.8灌注桩施工安全保证措施1、电器设备要设置漏电开关，并保证接地有效可靠。2、编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页灌筑混凝土时，起吊、运送、卸料应由专人指挥。泵车操作人员，应熟悉和遵守泵车的操作规程和安全技术规定。3、混凝土灌注工作前，施工人员首先应做好准备工作，对工作平台进行检查，同时对施工现场场地进行处理，以便混凝土车能够顺利驶进施工场地。4、输送砼前，应检查管路、管节、管卡及密封圈的完好程度，不得使用有破损、裂缝、变形和密封不合格的管件。5、灌注过程中发现故障，应立即停机检查，不得带病作业。6、下吊导管的时候，作业人员不得在空中拖拽导管，更不得随意站立在起吊的导管下。待吊机放置到位以后作业人员方可指挥吊机进行移动。安置过程中要注意管节之间必须连接紧密，同时注意连接中施工人员的协调和安全。7、混凝土灌注过程中，施工人员不仅要严格控制混凝土灌注速度，同时要注意灌注过程中外力安全因素。8、在拔除导管时，施工人员需检查吊机挂钩同时不得站在起吊导管下方。5.2.9既有铁路桥墩防护安全保证措施为了保证施工期间的行车、施工安全，特采取以下保障措施：（1）在施工过程中应严格执行铁道部、成都铁路局的各项有关安全规定，并建立确保既有线施工安全的“卡死”制度：1）、未经有关部门审查签订的施工方案、没有制定安全技术措施、没有与行车部门签订施工安全协议不开工。2）、没有书面的技术安全交底，对施工现场的不开工。3）、与行车安全有直接影响的防护员、施工员等，未经过培训考试并取得合格证不上岗。4）机械设备工作高度不得超过铁路梁底，实行一人一机、车过即停制度。（2）为保证已建铁路结构物的稳定性，减小桩基施工对结构物的扰动，与已建铁路结构物距离在20m以内的桩基采用水磨钻或回旋钻施工工艺。（3）施工过程中设1名专职起重指挥负责指挥起重机械作业，机械设备实行一人一机，车过即停。在距铁路线路20米范围内使用挖掘机、吊车、装载机、搅拌车等大型机具时，机械高度不得超过铁路桥面高度，做到“车过机停”，并进行“一人一机”防护。（4）为了保证临近的既有线桥墩的安全，在施工之前，先在临近的既有线桥墩编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页周围2米范围砌筑石块、上方搭设钢管架，将桥墩围护起来，并设置安全警标，提醒过往车辆、机械严禁碰撞铁路桥墩。（5）既有线桥梁水平、位移观测①测桩设置：既有线桥梁观测桩应设置在紧靠护栏外侧既有线上，用于观测施工过程中既有线桥梁水平、位移变化情况；观测桩设置在墩身上，标高高于+208.0m，形成固定观测点。②观测频次：施工时间内观测频次一般情况下2小时一次，如有异常变形时观测频次提高到1小时一次；施工完后观测频次一般情况下一天不少于二次，观测时间不少于3天。③观测控制标准：在既有线不限速的情况下，桥墩墩身水平变化量大于2mm/d或累计水平变化大于10mm时必须停止施工，与监理和设备管理单位（工务部门）共同分析原因，制定补强措施；在既有线限速的情况下，桥墩墩身水平变化量大于8mm/d或累计水平变化大于20mm时必须停止施工，与监理和设备管理单位（工务部门）共同分析原因，制定相应措施。④观测作业要求：桥墩墩身观测的仪器、观测方法、观测精度应符合有关规定。⑤观测记录和资料整理：每个点的观测记录必须反映出观测序次、观测时间、相隔时间、观测标高（位移）、本次变化量、累计变化量、变化率等基本要素，用以进行现场施工控制。观测发现超出控制标准值应及时通知施工负责人进行现场处理。施工期间，施工单位每天对既有线桥墩墩身观测记录、分析要形成电子文件的形式，以便进行统计分析，确保临近既有线施工的安全。一、安全应急救援预案6.1安全应急救援指挥机构6.1.1、安全应急救援指挥小组针对本工程的特点特成立项目安全应急救援指挥小组如下：安全应急救援指挥小组：组长：项目经理曹勇副组长：书记张烽、总工王剑、副经理吴少伟组员：现场管理人员及施工班长编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页6.1.2、事故应急救援领导小组联系方式事故应急救援领导小组名单序号姓名职务联系电话1曹勇项目经理159227937992张锋项目书记133896300883王剑总工182235221774吴少伟副经理151108826475何传钊工程部长151230840966魏胜杰工区长151023813237罗志飞安全部长151230839028杨江物料部长151230838159张宏喜质检部长1542308382610郑宗谊办公室主任159227837666.2应急处理程序6.2.1、事故分类《生产安全事故报告和调查处理条例》第三条，根据生产安全事故（以下简称事故）造成的人员伤亡或者直接经济损失，事故一般分为以下等级：（一），特别重大事故，是指造成30人以上死亡，或者100人以上重伤（包括急性工业中毒，下同），或者1亿元以上直接经济损失的事故；（二）重大事故，是指造成10人以上30人以下死亡，或者50人以上100人以下重伤，或者5000万元以上1亿元以下直接经济损失的事故；（三）较大事故，是指造成3人以上10人以下死亡，或者10人以上50人以下重伤，或者1000万元以上5000万元以下直接经济损失的事故；编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页（四）一般事故，是指造成3人以下死亡，或者10人以下重伤，或者1000万元以下直接经济损失的事故。6.2.2、事故上报制度事故发生后，在第一时间作好现场警械和疏散工作，保护好现场，落实事故上报制度。对于一级事故，项目部内部可以解决，事故影响小，在15分钟内报应应急救援指挥部，在事故发生后60分钟后内由应急救援领导小组办公室向监理和业主代表汇报情况。对于二、三级事故，事故发生后立即向120急救中心求助并在三分钟内上报救援指挥机构值班室。在事故发生后30分钟内由应急救援领导小组办公室向上一级有关部门进行电话报告和请示。6.2.3、事故应急流程事故应急处理流程图见下图：施工过程中施工现场发生无法预料的需要紧急抢救处理的危险时，必须按照程序逐级上报，次序为：施工现场→安全部→应急救援指挥部→项目部领导→上级有关部门。由综合办公室收集、记录、整理紧急情况信息并向救援指挥机构及时传递，由总指挥或副总指挥主持紧急情况抢险工作会议，协调、调派和统一指挥所有车辆、设备、人员、物资等实施紧急抢救，并及时向上级有关部门及集团公司安全处汇报。如遇事故较大，施工单位单独解决不了，则由施工单位及时向建设主管部门请示汇报，启动建设单位救援预案。遇到紧急情况，全体职工应特事特办、急事急办，积极主动地投身到紧急情况的处理中去。各种设备、车辆、器材、物资等应统一调遣，各类人员必须坚决无条件服从总指挥或副总指挥的命令和安排，不得拖延、推诿、阻碍紧急情况的处理。紧急事故发生上报安全部应急救援指挥部抢救方案确定物资设备到位进行抢险抢险结束、恢复生产措施及善后处理、进行总结上报监理业主、设计院或上级部门现场处置、送医院抢救编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页事故应急处理流程图6.3应急措施6.3.1高处坠落应急措施当发生高处坠落事故后，抢救的重点放在对休克、骨折和出血上进行处理。1、发生高处坠落事故，应马上组织抢救伤者，首先观察伤者的受伤情况、部位、伤害性质，如伤员发生休克，应先处理休克。遇呼吸、心跳停止者，应先立即进行人工呼吸，胸外心脏挤压。处于休克状态的伤员要让其安静、保暖、平卧、少动，并将下肢抬高约20度左右，尽快送医院进行抢救治疗。2、出现颅脑损伤，必须维持呼吸道通畅。昏迷者应平卧，面部转向一侧，以防舌根下坠或分泌物、呕吐物吸入，发生喉阻塞。有骨折者，应初步固定后再搬运。遇有凹陷骨折、严重的颅底骨折及严重的脑损伤症状出现，创伤处用消毒的纱布或清洁布等覆盖伤口，用绷带或布条包扎后，及时送就近有条件的医院治疗。3、发现脊椎受伤者，创伤处用消毒的纱布或清洁布等覆盖伤口，用绷带或布条包扎后，搬运后，将伤者平卧放在帆布担架或硬板上，以免受伤的脊椎移位、断裂造成截瘫，招致死亡。抢救脊椎受伤者，搬运过程中，严禁只抬伤者的两肩与两腿或单肩背运。4编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页、发现伤者手足骨折，不要盲目搬运伤者。应在骨折部位用夹板把受伤位置临时固定，使断端不再移位或刺伤肌肉，神经或血管。固定方法：以固定骨折处上下关节为原则，可就地取材，用木板、竹头等，在无材料的情况下，上肢可固定在身侧，下肢与腱侧下肢缚在一起。5、遇有创伤性出血的伤者，应迅速包扎止血，使伤者保持在头低脚高的卧位，并注意保暖。正确的现场止血处理措施如下：（1）一般伤口小的止血法：先用生理盐水（0.9％Nacl溶液）冲洗伤口，涂上红汞水，然后盖上消毒纱布，用绷带较紧的包扎。（2）加压包扎止血法：用纱布、棉花等化成软垫，放在伤口上再加包扎，来增强压力而达到止血。（3）止血带止血法：选择弹性好的橡皮管、橡皮带或三角巾、毛巾、袋状布条等，上肢出血结扎在上臂上1/2处（靠近心脏位置），下肢出血结扎在大腿上1/3处（靠近心脏位置）。结扎时，在止血带与皮肤之间垫上消毒纱布棉垫。每隔25-40分钟放松一次，每次放松0.5-1分钟。6、动用最快的交通工具或其他措施，及时把伤者送往邻近医院抢救，运送途中应尽量减少颠簸。同时，密切注意伤者的呼吸、脉搏、血压及伤口的情况。6.3.2坍塌应急措施（1）为防止坍塌事故事发生，在施工前加强对员工的安全基本知识教育，严格按技术交底内容和操作规程施工。（2）孔桩开挖施工前必须进行勘察，摸清地质情况，制定有针对性的施工方案。按照实际土质情况设置护壁措施。施工时必须严格按照方案实施。（3）发现孔壁有裂痕，疏松或支撑有折断，走动等危险征兆，应立即采取措施，消除隐患。（4）遇有特殊情况，进行抢工作业时，要加强周边的警戒力量，保证安全施工。（5）对于挖出的泥土，要按照规定放置，不得随意堆放。（6）基坑排水出水口，须远离坡面防止冲刷造成坍塌。6.3.3物体打击应急措施当发生物体打击事故后，抢救的重点放在对颅脑损伤、胸部骨折和出血上进行处理。编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页1、发生物体打击事故，应马上组织抢救者脱离危险现场，以免再发生损伤。2、在移动昏迷的颅脑损伤伤员中，应保持头、颈、胸在一直线上，不能任意旋曲。若伴颈椎骨折，更应避免头颈的摆动，以防引起颈部血管神经及脊髓的附加损伤。3、观察伤者的受伤情况、部位、伤害性质、如伤员发生休克，应先处理休克。遇呼吸、心跳停止者，应立即进行人工呼吸，胸外心脏挤压。处于休克状态的伤员要让其安静、保暖、平卧、少动，并将下肢抬高约20度左右，尽快送医院进行抢救治疗。4、出现颅脑损伤，必须维持呼吸道通畅。昏迷者应平卧，面部转向一侧，以防舌根下坠或分泌物、呕吐物吸入，发生喉阻塞。有骨折者，应初步固定后再搬运。遇有凹陷骨折、严重的颅底骨折及严重的脑损伤症状出现，创伤处用消毒的纱布或清洁布等覆盖伤口，用绷带或布条包扎后，及时送就近有条件的医院治疗。5、防止伤口污染：在现场，相对清洁的伤口，可用浸有双氧水的敷料包扎；污染较重的伤口，可简单清除伤口表面异物，剪除伤口周围的毛发。但切勿拔出创口内的毛发及异物、凝血块或碎骨片等，再用浸有双氧水或抗生素的敷料覆盖包扎创口。6、在送运伤员到医院就医时，昏迷伤员应侧卧位或仰卧偏头，以防止呕吐后误吸。对烦躁不安者可因地置宜地予以手足约束，以防伤及开放伤口。脊柱有骨折者应用硬板担架运送，勿使脊柱扭曲。以防途中颠簸使脊柱骨折或脱位加重，造成或加重脊髓损伤。6.3.4触电事故应急措施1、遇到触电情况，要沉着冷静、迅速果断地采取应急措施。首先要尽快使触电者脱离电源，然后根据触电者的具体症状进行对症施救。2、脱离电源的基本方法：如开关箱在附近，可立即拉下闸刀或拔掉插头，断开电源。如距离闸刀较远，应迅速用绝缘良好的电工钳或有干燥木柄的利器(刀、斧、锹等)砍断电线，或用干燥的木棒、竹竿、硬塑料管等物件迅速将电线拨离触电者。如现场无任何合适的绝缘物可利用，救护人员亦可用几层干燥的衣服将手包裹好，站在干燥的木板上，拉触电者的衣服，使其脱离电源。编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页3、对高压触电，应立即通知有关部门停电，或迅速拉下开关，或由有经验的人采取特殊措施切断电源；如果是高处作业触电，要做好防止触电者脱离电源后高处坠落安全措施。4、在现场施救的同时，立即向现场负责人报告事故情况，组织伤员抢救。5、触电者容易出现“假死”现象，对出现呼吸、心跳停止的伤员，应立即就地进行人工心肺复苏抢救，在等待“120”救援或送往医院的过程中，不要停止和放弃对伤者的抢救。6.3.5有毒有害气体中毒应急措施1、发现气体中毒事故，发现者立即大声呼救，向现场负责人报告。2、现场负责人组织查明中毒原因和判断事故发展状态，采取正确方法施救，在未查明现场情况下，严禁任何人未佩戴防毒器具进入现场抢救。3、切断毒物来源，立即使伤员停止接触毒物，对中毒地点进行送风输氧处理，然后派有经验的救护人员佩带防毒器具进入事故地点将伤者移至空气流通处，使其呼吸新鲜空气和氧气，并对伤者进行紧急抢救。4、同时，组织撤离、疏散中毒区域或可能危害到的区域的其他人员，组织和指导其他人员采取正确措施自我保护。5、当现场不具备抢救条件时，立即向社会求救，在等待外来抢救力量时，不要停止和放弃施救。6、保护好事故现场，无关人员不得进入施工现场。6.3.6高温中暑事故应急措施1、当发生高温中暑时，迅速将中暑者转移到阴凉、通风处，解开衣扣，脱去或松开衣服，让其平卧，同时开电扇或空调，以尽快散热。2、尽快冷却体温，具体做法有：用凉水或酒精擦其全身，也可用凉湿毛巾冷敷中暑者头部、腋下和腹股沟等处。当体温降到38度左右时，应立即停止降温，以防发生虚脱。3、给予中暑者补充水分和无机盐类，能饮水的患者应鼓励喝足凉盐开水或其他饮料，不能饮水者，应静脉补液。对于热射病者，除非有明显脱水，不宜大量补液，以免发生肺水肿、脑水肿。4、对于重症中暑病人，要立即拨打120电话或项目派车送往就近医院编制单位：中交四航铜合调整公路工程总承包部三分部
水磨钻施工安全专项方案第27页共25页紧急救治。6.4培训和演练1．目的：保证所有应急队员都能接受有效的应急培训，使他们熟悉报警，疏散路线，安全躲避场所等。2．基本任务：锻炼和提高队伍在突发事故情况下的快速抢险堵源、及时营救伤员、正确指导和帮助群众防护或撤离、有效消除危害后果、开展现场急救和伤员，转送等应急救援技能和应急反应综合素质，有效降低事故危害，减少事故损失。3．培训的目标：使应急救援人员熟悉应急救援预案程序的实施内容和方式；培训他们在应急预案和程序使用中分派的任务；使有关人员知道应急反应预案和实施程序变动情况；提高急救援人员的应急反应和自我保护的能力。4．演练：应急预案演练工作由安全直接负责人在开工前负责组织进行，对相关应急救援内容演练。根据演练和实施情况，及时更新和修订应急救援预案，完善应急体系，实现持续改进。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^vR9Cpb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