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'义煤集团水泥公司岚沟矿山开采工程施工组织设计编制：闫文科审核：李宝玉工程部：安检部：总工：豫西建设工程公司二〇〇九年12月十一日
第一章 工程概况一、工程概况本工程为义煤集团腾跃水泥公司岚沟矿山道路及平台剥离工程，工程地址位于河南省渑池县仁村乡。该工程岩石均为致密的石灰岩，其紧固系数在8—12之间，施工时完全采用爆破作业施工。道路岩石总量约为30多万立方米，采准面岩石总量约为70多万立方米；道路全长约4415米,路面宽9米,路基宽约为10.5—12.0米;路面做法为泥结碎石，路面横向坡度为2.5%，纵向坡度依据设计图纸分段设置；路两边为400*400的排水沟；在JD3#--4#点冲沟处回填时作涵洞排水处理；路边设永久供电线路约4500米.本工程的主要工作是石方的爆破、开挖、运输及泥结碎石路面的铺填和碾压。本工程计划工期为150天，计划于2009年12月15日开工，竣工日期为2010年5月15日。.二、编制依据和原则1、编制依据1.1业主提供的矿山工程文件及配套设计图纸。1.2现行采用的技术规范要求。2、编制原则2.1相应工程范围的所有内容及合同文件提出的要求。2.2满足业主对工程提出的要求，保证工程质量和工期。2.3采用新工艺和新技术，确保工程安全和环境标准的要求。第二章组织机构与管理一、项目部组织机构及职责1．项目组织机构项目经理李宝玉项目副经理申治格技术负责人尚林安检员李继先技术员李俊质检员郝金昌资料员李成木32
预算员许国平2.项目部组织机构图项目经理技术负责人项目副经理技术员质检员安检员资料员预算员爆破施工班回填施工班挖运施工班安全警戒班2.各部门职责2.1.项目经理:参加本工程项目的全程管理活动，为本工程项目的第一责任人。2.1.1对本工程安全、质量、进度、成本等控制负全面责任。2.1.2保证国家法律、法规、政策和主管部门及总公司的各项指令得到有效贯彻执行。2.1.3本工程安全管理第一责任人，对本工程安全健康、环境保护、职业健康工作负责。2.1.4本工程质量管理第一责任人，对本工程质量管理工作负责。2.2.项目副经理:向项目经理汇报工作，负责组织、协调、调配参与工程施工的人力、机械、材料等资源，以满足工程施工的需要；负责与业主及监理的工作衔接，协调各施工班的接口，也可接受项目经理的委托，负责其委托的事项。2.3.技术负责人32
:在项目经理领导下，全面负责该工程的技术、施工、质量管理工作，是技术第一责任人，负责施工组织设计编制、图纸会审、施工技术方案的审批及重大施工技术方案的审核，协调解决施工中出现的各种技术难题。2.4.技术员、质检员2.4.1向项目经理报告工作，对项目技术负责人负责。2.4.2协调管理和监督各施工项目的施工活动,负责施工作业计划的编制、检查和调整。2.4.3审核、会签各种施工技术文件，收集、整理各类施工信息及技术文件并实施有效的管理。2.4.4负责施工现场文明施工的日常管理工作及环境保护方案的制定，并对方案的实施进行监督。2.4.5负责在本项目施工中进行新技术、新材料推广使用。2.4.6积极参加项目部内部质量监督检查活动，组织各施工班接受质量管理体系审核，维持质量管理体系的有效运行。2.4.7制定现场质量计划，组织质量检查和验收活动，对施工质量进行控制。2.4.8组织对不合格项目的纠正和预防措施效果的验证。2.4.9组织对施工工艺的控制，实施质量奖罚。。2.4.10定期编制该工程的质量趋势报告。2.4.11负责对质量事故的调查处理，并提出报告。2.4.12负责检验、试验管理，组织编制、审查工程竣工文件。2．4.13负责组织工程文件的接收、发放、回收和质量记录的编辑、整理和移交等工作。2.5.安全检查员2.5.1安全检查员负责向项目经理报告工作，主管本工程的安全及环境保护的监察工作。2.5.2负责项目部的各项安全规章制度和措施的落实。2.5.3参与审核施工方案和编制专项安全技术措施及落实。2.5.4组织事故分析，提出处理措施意见，实施安全奖罚。2.5.5负责职业安全健康及环境保护的教育培训。2.5.6负责监督施工现场，防止火灾、人身设备及环境污染等事故发生。2.6.预算员32
2.6.1向项目经理报告工作，负责商务合同和财务管理工作。2.6.2负责合同的澄清和解释工作，并制定相关的实施办法。2.6.3负责工程采购等合同的管理。2.6.4负责工程计划的检查、施工报表的编制及工程预、结算工作。2.6.5负责工程成本计划的编制并监督实施。2.6.6负责工程价款的决算工作。2.6.7负责资金的调拨与使用管理，认真执行财务制度。2.6.8负责控制成本费用支出并进行定期分析，为决策层提供相关财务分析数据。2.7.资料员2.7.1向项目经理汇报工作，主管项目的文件管理、工程资料的收集整理及归档工作。2.7.2负责项目部员工的调动、考核和培训工作。2.8.工程施工班长2.8.1施工班长向项目经理报告工作，组织各自承担的施工项目的施工工作。2.8.2在各分项工程施工中，严格执行质量管理和安全管理程序文件及各项内部管理制度。2.8.3按照批准的施工作业月计划编制施工周计划并组织实施。2.8.4负责编制施工方案和作业指导书并报经批准后组织实施。2.8.5组织参与项目的技术交底工作，协调处理施工中发生的各种问题，对各自施工项目的质量、安全和进度负直接责任。2.8.6按照质量计划组织并实施一、二级质检活动，并保持质量文件的完整性，分项工程完成后交技术员和质检员复核。2.8.7负责组织完工工程移交前的保护工作。2.8.8负责组织各自施工项目中不合格项目的返工处理工作。二、施工管理1.管理人员的管理：技术管理人员，根据机构职能，实行一岗多职，并依照编制采用“四定制”32
--定员、定岗、定责、定编，一切围绕项目服务。并将其工作责任、态度和工作业绩与经济效益挂钩。2.项目劳务层管理：项目经理部根据该工程的工程量、合同工期、施工进度计划，以施工组织设计为依据，编制劳动力需用计划。对各施工班组采用以“安全、质量、进度、文明施工”为指标的经济责任制承包方式，将工程安全、质量、进度、文明施工与经济效益挂钩，罚不保底，分档逐极奖励。第三章施工总体部署一、施工目标1.工程质量总目标：合格。2.工期总目标：确保150天竣工。3.施工安全目标：杜绝重伤及其以上人身事故，无二级及其以上机械设备事故。4.文明施工目标：争创市级文明工地。二、平面布置根据工程的特点和施工场地周围环境，以就近、便利的原则，本工程施工的生活及办公用房设在原炸药库场区内或同时租用部分民房及在不影响施工的区域搭设临时设施。生产用房包括施工仓库、值班室、修理车间、配电房等布置在施工现场零挖填部位，用推土机将该处挖方推平、就近填筑、经压实后作为临时建筑的场地。油库布置在离临时建筑较远的地方，且地势稍高处，以便加油及安全。1、施工临时道路以及时多点面开工，安全方便施工为原则，利用老厂原有采石场运输道路和塘口，做为修建施工便道的基础，在此等高线往上修建临时道路。临时道路宽为5.0米，总长为1500米。修临时道路的大型机械由碎石场附近自东向西进入现场，同时在同段村村协商并给对方一定补偿后从该村将机械设备运入原炸药库后进入施工现场。2、施工及生活用水生产及生活用水临时由老厂区用拉水车运至炸药库生活区；之后用Φ32的PPR管约2000m由老厂指定水源引入；同时用岩棉做好保温并埋地500MM深，以防人为损坏或冻裂造成不必要浪费。3、施工及生活用电32
工地设置配电房，施工用电及生活、生产用电从甲方指定的就近电源用3*70+2电缆引入，用电量约为90kw.。该电源距炸药库约450m。临时供电要达到“三级配电二级保护”。4、油料供应工程施工所需柴油、汽油就近到石油公司采购运送到工地，用加油车输送到工地现场，并贮藏一定数量的油料，以供周转。5．炸药供应由当地方公安机关主管部门配送，并按规定使用。6、消防安全设施在生活区和生产区安放泡沫灭火器,保证安全防火。7、施工通讯:本工程施工通讯以手机或对讲机为主。8、交通组织措施8.1加强对施工现场的组织领导，合理布置临时施工道路，保证行车有序，避免相互干扰。8.2组织专人进行养路、护路，保证路面平整，使施工车辆处于良好的运行状态。8.3搞好施工道路的夜间照明，并设置醒目的标志牌，施工车辆沿指定线路开行。8.4在急弯、陡坡等较危险的部位，设立警示牌，提醒驾驶员谨慎驾驶，保证行车安全。三、施工总体部署根据本工程实际情况，计划每天完成7000m3。机械开挖土石方是本项目关键性工程，应根据工地实际情况制定施工组织设计。本着抢时间、节能源、赶工期的原则，场平施工应就近调配土石方，确定开挖路线和开挖顺序，确保土石方调配的线路最优。挖方从高处开始施工，填方应从低处开始施工，挖填方施工应相互配合。第四章施工准备一、人员准备：根据施工进度计划，劳动力计划，及时组织劳动力有序组织进场，签订劳动用工合同，作好开工准备。二、施工技术准备32
1.开工前组织有关技术人员根据设计文件进行现场细化实勘，对导线点、水准点进行测量校核。2.技术交底准备：做好施工组织设计细化设计，做好详细的施工技术交底，确保各项工程顺利开工。3.配备合同文件中规定的技术规范，配齐各种工程报告单和各种质量评定表等施工所需表格，建立技术档案，专人负责，管理有序。三、测量准备工作：派专业测量人员根据业主提供的定位桩和水准点，经过复测后作为引测控制导线网的起始依据。先布设控制导线后局部测设定位。本工程投入的测量仪器在使用前进行检测，以确保施工测量精度。1.测量仪器：采用GPS定位仪、全站仪、水准仪等测量工具，使用前必须经校验合格后方可使用，以确保施工测量精度。2.测量技术标准：《工程测量规范》（GB50026—93）。3.测量方法：根据施工图纸，确定现场挖方区及填方区施工边界线，并根据边界线的实际标高，确定其边坡系数和边坡长度，确保施工的机械安全和人员安全。复测其标高和各项技术指标是否与实际相符，从而确定施工部署是否满足工程需要。并作好记录，如不满足，则进行调整。4.布设控制网利用业主提供的测量资料，用小三角或导线测量法，建立控制网，控制点的高程应满足定位精度的要求。4.1控制网布设程序：4.1.1首先对业主提供的测量资料进行复查，计算核实是否正确。4.1.2核定无误后，根据施工工程范围，在平面图上布设测量控制网点。4.1.3现场布设控制网点，进行造标刻石或喷漆号点，对图纸上不合适的点位，根据现场实际情况确定，并用全站仪进行角度、边长测量，并及时将相关数据抱甲方有关人员核定。4.1.4外业测量任务完成后，进行严密平差，取得控制网点的成果（坐标、高程）。5.控制网布设原则32
5.1精度应满足设计精度要求。5.2控制点应便于施工放线的使用。5.3控制点应稳定，便于保护。5.4控制点周围的杂草树木应清除，以利测量仪器架设和测量通视。四、现场准备场地清理：对道路范围的树木、灌木、垃圾、有机物残渣及草皮和表土进行清除。区域内所有树木、树墩、树根和其他杂物都必须清除。五、施工材料、物资及机械设备准备１.本工程主要材料、物资由我方自行采购，正式开工前根据施工预算和我公司施工进度计划的要求，及时与供应商取得联系，以组织好主要材料的供应。2.机械设备GB90潜孔钻3台,汤母洛克CHA-660液压钻机1台,油动空压机3台,VHP700空压机2台,挖掘机2台,自卸汽车6台,装载机2台,压路机2台等.六、临时用地及临时设施准备：按施工组织设计，抓紧临时房屋的砌筑和驻地临时用水、用电、排水设施的完善，保障施工人员和施工机械的及时进场。七、施工作业编制1.作业制度实行每日两班，每班8小时工作制，月平均有效工作天数27天。2.作业班编制根据本工程特点，为便于施工组织和有效管理，项目经理部组建四个施工班，即挖方施工班、运输施工班、填方施工班、爆破施工班。另设测量组直属项目部。3.工作内容划分挖运施工班:以挖掘机、自卸车为主，负责土石方的开挖及装运。警戒施工班:负责爆破作业现场周围的安全警戒工作。回填施工班:以推土机．压路机为主，负责填方区土石方的推平及碾压.32
爆破作业班:负责石方的穿孔及爆破。第五章分部分项工程施工方案一、石方爆破及挖运根据石方所处位置不同而采取不同的爆破方式进行爆破,再开挖。1.石方爆破1.1爆破方案的确定本工程运矿道路、采准面及削顶剥离工程以中深孔爆破为主；台级高度较低时采用浅孔爆破。由于爆破块度要求较小，深孔台级爆破时，钻孔直径采用90mm和120mm；浅孔爆破时，钻孔直径采用90mm或42mm（手风钻钻孔）。1.2.爆破通用施工工序针对爆破施工技术性强，工序多，为了保证有条不紊的进行作业，必须有良好的施工组织。1.2.1．技术交底首先对钻孔工人进行技术交底，将布孔原则，钻孔允许偏差等技术要求传达给所有施工人员。1.2.2．炮孔定位技术员事先将炮孔中心位置按设计图用有效标识准确标在爆区内。1.2.3．钻孔施工使用有经验的钻工，严格按炮眼布置设计图钻眼，严禁在残孔上钻孔。1.2.4．炮孔验收炮孔钻好后，偏差不大于20cm为合格，抵抗线偏差大的孔应废弃，验收合格后方可装药施工。1.2.5．装药施工警戒为了现场机械设备及施工人员的安全，装药区范围内必须初步警戒。1.2.6．炮孔装药装药由专业技术人员指导，由熟练的炮工持证上岗作业；严格按照设计要求施工。1.2.7．网路连线32
由专业技术人员组织有经验的人员连线，经反复检查无误后开始警戒。1.2.8．安全警戒爆破作业区内所有人员撤离，爆破员要鸣笛警示两次，每次应最少吹三次长音哨子，确认安全后，再鸣笛，待5分钟后方可充电起爆。警戒范围：爆破作业区200米范围内禁止所有人员进入。1.2.9．起爆命令一旦全部警戒工作完成，由爆破负责人再次联络各警戒点，确认无误后下达起爆命令。1.2.10．解除警报爆破完毕后，经技术人员检查现场无误后，由爆破负责人下达解除警戒命令。1.3、炮孔布置与爆破参数1.3.1光面爆破和预裂爆破：根据施工现场的实际情况和以往的施工经验，本工程中的光爆炮孔宜采取倾斜炮孔，主炮孔采用垂直炮孔，梅花形布置（如图）。炮孔布置图如果台阶高度、边坡倾角等变化时，要根据实际情况和需要，作适当调整。爆破参数表序号爆破参数符号单位计算公式光面爆破预裂爆破1台段高度Hm552炮孔直径dmm90903炮孔倾角α°边坡坡度边坡坡度4光爆抵抗线wm(10—20)d1.51.25孔距ama=(8--15)d1.21.232
6超深h1m不小于主炮孔超深0.50.757孔深hmh=(H+h1)/Sinα8线装药密度Q线Kg/m3.53.59堵塞长度h2m(8--12)d1.01.010装药形式不偶合不偶合1.3.2浅孔爆破：根据施工现场的实际情况和以往的施工经验，对本工程中的浅孔爆破炮孔布置：垂直炮孔，梅花形布置。手风钻钻孔，钻孔直径采用d=42mm，浅孔台级高度H取3.0m。具体爆破参数如下：炮孔布置图如果台阶高度、炮孔直径、倾角等变化时，要根据实际情况和需要，作适当调整。浅孔爆破参数表序号爆破参数符号单位计算公式浅孔爆破1台段高度Hm32炮孔直径dmm38-423炮孔倾角α度90°4最小抵抗线Wm(0.4—1．0)H1.25孔距am(1.0-2.0)w1.56排距bmb=0.8a1.27超深H1m(0.1—0.15)H0.48孔深h1mh=(H+H1)/Sinα3.432
9单位炸药消耗量qKg/m30.4—0.450.4010单孔装药量(前排)QKgQ=q.a.H.W1.6211单孔装药量(后排)Q1KgQ=K.q.a.b.H1.8012堵塞长度h2mh2≥1/3h1.313装药长度h3mh3≤2/3h2.114装药形式连续装药1.3.3深孔爆破：根据施工现场的实际情况和以往的施工经验，对本工程中深孔爆破，炮孔倾角70°～90°，梅花形布置。台阶高度按5m、15m设计。炮孔布置图深孔爆破参数表序号爆破参数符号单位计算公式深孔爆破1台段高度Hm152炮孔直径dmm1403炮孔倾角α度75°4最小抵抗线Wm(0.4—1．0)H45孔距am(1.0-2.0)w66排距bmb=0.8a47超深H1m(0.1—0.15)H28孔深h1mh=(H+H1)/Sinα17．59单位炸药消耗量qKg/m30.4—0.450.4510单孔装药量(前排)QKgQ=q.a.H.W15232
11单孔装药量(后排)Q1KgQ=K.q.a.b.H16512堵塞长度h2mh2≥1/3h613装药长度h3mh3≤2/3h12．514装药形式连续装药以上爆破参数确定后，具体施工时应小规模试爆，寻求适合本工程地质条件下的具体参数，并根据实际情况和需要，作适当调整。1.3.4台级底根处理爆破1.3.4.1台级根底处理，分上部垂直钻孔或倾斜钻孔法和下部水平或近水平钻孔法。前者按正常的台级炮孔布置设计孔网参数，当在上部垂直钻孔或倾斜钻孔困难时，采用下部水平或接近水平钻孔法处理根底。1.3.4.1.1当需要处理的底根外形尺寸较大时，可采用大孔径（可用直径90mm的钻机）炮孔处理。1.3.4.1.2当需要处理的底根外形尺寸较小时，可用小孔径（42mm）炮孔处理。1.3.5大块的二次破碎本工程的块度和大块率要求较小，块度不大于1000mm，大块率不大于5%。爆破后表面大块处理工程量比较大。大块的二次破碎采用手风钻二次解炮爆破法。解炮主要爆破参数：孔径：d=42mm孔网：块度小时，在大块几何中心布一个炮孔；块度特大时，在大块中可布几个炮孔，孔距1.0--1.2m。孔深：L=（0.6--0.7）D，D--钻孔方向大块的厚度，米。炸药单耗：0.15--0.20Kg/m3，块大（多个孔时）取大值；块小取小值。1.4、装药与堵塞1.4.1所有炮孔必须逐孔验收合格，并详细填写纪录，由技术人员逐孔计算好装药量和堵塞长度。当堵塞长度过长时，可考虑用分层装药。分层装药时，下部装该孔药量的65-70%，上部装30-35%，但最后的堵塞长度不能小于最小抵抗线。1.4.2炮孔爆破采取反向起爆。1.4.3选用膨化炸药作为主爆药；对有水的炮孔（包括32
浅孔）可选用乳化炸药（以当地炸药供应情况而定）。1.4.4起爆药包位置：单层连续装药，起爆药包放在主爆药段中心的下部；如果单层连续装药药段过长时，可考虑放两个起爆药包，一个放在下部，一个放在上部；分层装药时，起爆药包放在各层主爆药段中心的下部。1.4.5本工程选用电雷管起爆；在雷雨多发季节，采用非电导爆管雷管起爆。1.4.6堵塞：炮孔装药后，用粘土或伴有粘土的钻渣密实充填，所有炮孔要保证足够的填塞长度。1.5．起爆方法与网路为了减小爆破有害效应，提高爆破破碎质量，提高装载效率，本工程主要采取孔内微差起爆方法起爆。1.5.1起爆时间间隔的选择：根据经验公式Δt=A·W（ms）计算式中：A--系数，3--6ms/m，坚硬岩石取小值，松软岩石取大值；W--药包最小抵抗线。为了更好的减小爆破振动，本工程爆破时间间隔不小于50ms，以避免引起震动叠加，减少爆破震动的危害。1.5.2起爆网路毫秒电雷管起爆时，采用串联网路连接。当起爆网络采用并串联时，为安全起爆，每个起爆体中两发电雷管并联后再和其它起爆体串联。对于采准面及削顶剥离工程爆破时，根据现场实际情况，可采取V型起爆顺序，增加岩石的破碎效果，减小前排孔对后排孔的夹制作用，提高爆堆的集中度，减少大块率，从而加快铲装效率。32
975313579炮孔布置示意图V型起爆方式示意图1.6．爆破作业的安全距离爆破对人身、生产设备、建筑物的危害，主要是爆破飞石、爆破地震、冲击波等因素的影响。因此在组织进行爆破作业前，要根据施工现场的特点正确地计算安全距离，避免事故发生。1.6.1爆破震动根据《爆破安全规程》的规定，其安全允许的振速为5cm/s。为了确保安全，本工程以3cm/s的振速来控制震动，充分保证周边生产及生活的安全。根据公式V`=K·(Q1/3/R)α式中：V--保护对象所在地面质点的震动速度，cm/s；Q—一次爆破装药量（齐爆时为总装药量，延时爆破时为最大一段装药量），kg；R--爆心至观测点的距离，m；K．α--与爆破点至爆破保护对象间的地形．地质条件有关的系数和衰减指数；根据本地区实际爆破情况和工程经验，K=180．α=1.65;计算出的不同爆破距离的最大段装药量如下：爆破中心距被保护目标距离R(m)6070809010015020032
安全用药量Q(kg)3860891271745881392在实际施工中，应不断调整上述参数，使之更趋合理，以保证安全。按上述值控制爆破单段药量。爆破震动不致造成危害。1.6.2爆破冲击波安全距离按下式确定RK=25Q1/3式中：RK——空气冲击波对掩体内人员的最小安全距离，m；Q——一次爆破的炸药量，kg；秒延期爆破时，Q按各延期段中最大药量计算；毫秒延期爆破时，Q按一次爆破的总炸药量计算。1.6.3爆破飞石的安全距离按下式确定R=20Kn2w式中：K－与岩石性质、地形有关的系数：取K=1.0n－爆破作业指数，取N=0.75w－最小抵抗线但为安全起见，同时参照执行《爆破安全规程》，最小安全距离不小于200m1.6.4减少个别飞石飞散距离的主要措施是：1.6.4.1合理确定爆破参数；1.6.4.2保证填塞质量和填塞长度；1.6.4.3在地形、地质变化明显的部位控制药量和合理布置药包；1.6.4.4最小抵抗线方向避开重点保护目标.1.6.4.5为保证人员、设备的安全，划定爆破警戒范围，爆破前人员撤至警戒范围以外；必要时对安全范围以内的暴露设施，爆破时进行防护。爆破作业人员严格执行《安全技术考核标准》（GB53－93），必须进行爆破技术培训，熟悉爆破器材性能和安全规程，持证上岗。将爆破信号、警告标志和起爆时间明确告知现场人员，起爆前督促检查人员、设备撤离危险区，并做好警戒。爆破后处理盲炮和哑炮要严格执行《爆破安全规程》，若遇大风、大雨或雷电等恶劣天气或黑夜均不得进行爆破。32
起爆前三十分钟设立安全警戒线；警戒人员按专岗进行警戒，警戒人员须戴红袖章，持口哨，同时在场内显眼位置挂红旗当警戒工作就绪，警戒范围内具备起爆条件后由爆破负责人发出起爆信号。1.7、防震技术措施：采用延期雷管，分散爆破作用力。合理布置炮孔，减少一次爆破量。采用预裂爆破的隔震措施。爆破时，人员须撤离爆破区200m以外。2.石方挖运采用挖掘机挖装、推土机配合，自卸汽车运输至填方区域，多余石方运至业主指定地点或设计弃石场。机械无法装车部分（约为10%），人工配合给与清理装车。（附图：石方开挖工艺流程图）施工准备测量放线修钻机道清理表层修工作平台穿孔装药、联线检查穿孔质量爆破运输清理边坡32
边坡防护底平修整交验二、道路工程施工方案1、道路施工道路施工包括运矿道路和联络道路施工。拟先修通道路的毛路基，为各作业面提供通道，另外毛路基可做潜孔钻作业平台。道路施工工艺图1.1运矿道路毛路基施工根据地形可采用多个工作面同时作业，集中施工力量加快毛路基的形成，毛路基拉通后，确保其它各作业面能够尽快开工，为主运矿道路、采准面及削顶的施工奠定基础。1.2先期投入GB90潜孔钻3台套，汤母洛克CHA-660液压钻机1台，油动10m3空压机3台，VHP700空压机2台，YT-26凿岩机8台，液压挖掘机2台，T220推土机1台，15t~20t自卸汽车6台。1.3路基整体成形，经过碾压后进行路面施工。1.4石方采用浅孔、中深孔爆破，弃碴采用推土机推运或挖掘机配自卸汽车挖运。道路附属工程插入施工。路基经过压路机的碾压、施工机械行驶后，方可进行路面施工。2路基施工技术方案先修筑毛路基，再拓宽到设计尺寸。为加快施工进度，利用原有道路争取多创造工作面。2.1石方路基开挖充分发挥大型机械化施工的优势，路基开挖3m以下的斜坡地段`、潜孔钻作业平台、刷坡清底、水沟等均采用浅眼爆破法施工；路基开挖3m以上地段，采用GB90潜孔钻中深孔爆破法施工。由于道路作业战线长，采用油动10m3空压机、VHP700油动空压机32
分散供气，施工在保证正常进行的同时，先贯通道路全线毛路基。路基边坡为永久性工程，为保证边坡质量，边坡采用预裂法施工。对软岩边坡采用反铲挖刮表面处理；对破碎围岩边坡采用护坡等方式处理以确保边坡稳定。填方段先进行表层处理，将表层的杂草、腐植物清除干净，按规范要求修筑防滑台阶，并就近取爆渣，分层回填并压实，对于软弱的路基，地基土需更换以质量更好的物料。挖填平衡多余的岩土，采用推土机推运或装载机、挖掘机装车，自卸汽车运输至废石厂排渣场排放。填方段防滑台阶示意图2.3边坡施工2.3.1土壤或软岩边坡，采用挖掘机铲斗刮平处理，局部采用人工平整，土壤边坡坡度不小于1:1.5。2.3.2硬岩或基岩出露地区，边坡应进行液压锤边帮处理以消除浮石，或者采用预裂爆破形成边坡，预裂爆破参数见4.2部分，边坡坡度不小于1:0.3。2.3.3在特殊情况下，根据岩石的特性，坡度值应进行验算校正，以确保边坡的稳定，在岩石破碎地段应修筑挡墙或护坡，保证边坡的稳定。2.3.4路堤坡度应不小于1:1.5，路堤表面采用人工整平。3．路面施工方案3.1路面施工顺序待路基施工完成后，再进行路面施工。路基经过施工机械行驶，振动压路机碾压，达到密实度标准要求后，施工路面基层。3.2手摆块石基层施工方案对于填方或土方路段基层，采用手摆块石基层3.2.1施工前应检查和修整下承层，然后恢复中线高程和路基宽。必须在直线段每10m设一中线桩；标出底基层设计高程；标出块石铺筑宽度，并设置边线桩。32
3.2.2根据道路底基层的宽度、厚度和施工段长度，计算各段需要的块石和碎石量。3.2.3人工摆砌块石时，应自路基边缘逐步向中心排砌，大的石块宽铺在路基的边缘，小的铺在路基中部。铺砌时，大面应朝下，小面向上，石块必须直立，彼此应摆砌紧密。石块的长边与中心应大致垂直，并相互错缝。相邻石块高差不超过3cm。3.2.4石块铺完后，用碎石填嵌其缝隙，将石块楔紧。铺砌与填嵌两个工序必须相距1-2M平行进行。3.2.5石块经填嵌后，若还有小的缝隙时，可用石屑进行第二次嵌缝。3.2.6铺砌工作完成后，应用轻型压路机进行初碾，待石块初步稳定后，再用12—15T光轮压路机碾压，直至无明显轮迹，整平层无挤动为止。3.2.7块石的石料必须质地坚硬、无裂纹，且两个面基本平行。3.3泥结碎石路面施工方法泥结碎石路面，采用拌和法施工。施工工艺为：撒铺粘土撒铺碎石测量放线路基验收碾压洒水拌和施工时，将碎石均匀撒铺在路槽中，然后将粘土均匀撒铺在碎石上，用齿耙、铁铲等工具将粘土与碎石拌和均匀，随即洒水并整平表面，等待表面稍干且不粘滚筒时，即用压路机碾压至密实为止。3.3.1施工段长度20m，按该长度计算材料用量，并将碎石石堆放在路基上，粘土堆放在路肩上。3.3.2碎石应均匀撒铺在路基（路槽）上。3.3.3粘土捣碎须均匀铺撒在碎石上，不得局部过多或过少。3.3.4用耙齿、铁锹等工具将碎石和粘土均匀拌和并铺平，混合料的压实系数一般为1.2--1.3。3.3.5用水车均匀洒水，洒水量应通过试验确定。3.3.6洒水后稍加整平，待表面稍干，土不粘滚筒时，再进行碾压，直至密实为止，一般碾压4-6遍。由于施工路线较长，其施工用水不宜沿线敷设水管，采用汽车拉水设置水箱储水。32
路面施工时应注意天气预报，避免因暴雨而影响路面质量。4．工程质量保证措施4.1路基部分4.1.1开工前，用GPS定位仪对道路工程根据业主提供的已知控制点利用导线法加密测量控制网。各个控制点要前后通视，便于测量。各个控制点做成喷漆标记。控制网形成后采用全站仪和水准仪完成路基中线及高程的复测，检查与补测横断面。控制点要定期复测。4.1.2施工前，工程区域内的树木、植被等杂物人工清理并人工配合机械设备排弃到指定地点。4.1.3土方路基开挖严禁从底部掏挖，按从上到下分段分层依次进行，随时做成一定的坡势，以利排水。4.1.4土方路基填筑：对坡度陡于1/5的基底挖成台阶型，台阶宽不小于1m；对软弱的基底，根据现场实际情况挖除原地基土或用爆破石碴抛填压实，再进行填土；填方基底要进行检查验收，并做好记录；水平分层填筑，每层接缝处做成斜坡，按规范要求确定铺填厚度，每层压实遍数。振动碾碾压，先静压，后动压。压实度及时跟踪检查。4.1.5石方路基开挖，上边坡要保证稳定，严禁有松石，险石。4.1.6在基岩出露地区，边坡采用预裂爆破，预裂孔间距不小于70cm。4.1.7对于软岩边坡，采用挖掘机先进行挖刮的表面处理，然后再继续施工。4.1.8在特殊区段，岩石边坡的坡度值按现场的实际情况验算校正，确保边坡稳定。如果采取保护，浆砌块石护坡。4.1.9石方路基填筑段，用爆破石碴作填料，爆破石碴的最大粒径尺量不超过每层铺填厚度的3/4。铺填时，大块料不集中，也不填在接头处和与边坡连接处，大块料间孔隙用碎石碴和石屑填充，每层铺填厚度尺量控制。路基下1.2m内分层填筑，振动压路机碾压，路基上部30cm内不使用大于15cm的石块。4.1.10差多余的岩土运输排弃到业主指定地点，分层堆放。浆砌块石挡土墙，保证排弃物堆放稳定，同时做好排水设施。32
4.1.11施工中及时跟踪测量。4.1.12路基土石方基本完成后，进行全线测量，以便于整修路基。4.1.13雨季施工，施工前做好施工方案，对排水系统进行检查、疏浚或加固，必要时增加排水设施，保证水流畅通。土方施工，随时掌握天气变化，取土、运土，铺填工序连续进行。分段、分层的作业面不能过大，每次雨前及时压实已填土层，将表面压光，做成一定的坡势，以利排水。4.1.14冬期施工尽量不安排土方填筑段施工。若必须施工时，冻土根据实际冻结程度采取措施。4.2泥结碎石路面4.2.1选用质地良好的碎石或砾石，粘土。4.2.2洒水量通过现场试验确定。4.2.3尺量保证路面厚度，控制标高。4.2.4分层压实，碾压4～6遍。三、路肩和排水沟的施工：在主路基形成后，路肩和排水沟采用人工方法撍剔和修整以满足施工规范及图纸要求。四．采准面施工方案1．测量放线利用已建立的测量控制网，复测地形后，对施工的控制点进行标桩，标出爆破范围及深度，对现场施工人员进行技术交底交桩。2．切边工作：切边工作主要为潜孔钻穿孔创造良好的自由面。切边高度以适应潜孔钻穿爆为宜，一般以4m为宜，尽量减少切边工作量，切边以手风钻爆破为主，辅以推土机推运。3．修筑钻机平台：修筑钻机平台主要是为潜孔钻穿孔作业提供工作面，宽度不小于5m，坡度不宜过大，保证潜孔钻安全作业，布置钻孔平台时尽量减少修筑工程量。修筑平台采用手风钻爆破辅以推土机推运。4．钻孔钻孔时，严格按照该点处标明炮孔的深度、倾角钻孔，如果因为地势等原因，钻孔位置需要移动，必须经过现场技术人员同意，并作记录。严禁私自改变炮孔的参数。32
6．爆破采准工作面施工爆破一般采用深孔爆破。原始地形线切边潜孔钻凿岩平台2m>3m设计平台采准工程修筑潜孔钻平台示意图五．削顶剥离施工方案先进行切边及创造潜孔钻平台，用手风钻钻孔爆破，推土机进行推运，形成钻机平台；手风钻切边后，向终了边坡方向水平推进4m，垂直向上与自然坡面线的交点为第一个钻机平台（见开挖示意图）。根据地形的实际情况，一般开挖高度增加2.5-3.0m再开创钻机平台即形成宽度大于7m的潜孔钻作业平台。爆破方式一般采用深孔爆破。手风钻进行底平修整，底平工程量占潜孔钻爆破4%。削顶开挖示意图32
第六章施工进度计划及保证措施一、施工进度计划本工程计划于2009年7月15日开工,至2009年12月15日完工，共计150天（以开工报告为主）。二、施工进度保证措施1.组织保障措施公司选调经验丰富、责任心强的工程技术、经济、行政等各类专业管理人员，组成本工程施工项目部，并从公司选派参加过同类工程施工经验的年富力强的项目经理，全权负责现场各方面的工作。工程实行项目法管理，做到统一计划协调，统一现场管理，统一物资供应，统一资金收付，成立健全的项目管理机构，明确各部门、各岗位的职责范围。在该项目上配备足够的各类专业技术人员，建立以资料员、技术员、质检员、预算员、安全员协调配合的进度计划落实体制，确保各项工程的施工进度得到控制和及时调整，满足总进度要求。充分调动公司各方面施工的优势力量，选调在其它已完工项目部从事过该类工程施工管理人员、技术人员和工人参加本工程的施工。在一周内主要人员和前期施工设备及时进入现场，做好准备工作，在业主要求开工的日子正式开工。2.计划控制保证措施按合同文件及设计图纸要求，编制详细工程进度计划。施工班制订每周工作计划和每日/班实施计划，把全部工作纳入严密的计划控制之下。加强对计划的检查、跟踪、督促，建立周例会、日碰头制度，及时检查工程进展和计划进展情况，认真分析可能出现的问题，尽可能地做好各方面的充分估计和准备，避免一切可预见的不必要的停工和延误。对于难以预见的因素导致的施工进度延误，要及时着手研究，排除干扰，制订赶工计划，严格执行，确保计划工期的实现。3.技术保证措施3.1建立以技术负责人为核心、工程技术人员为主体的技术管理体系，逐级落实技术责任制。32
3.2认真调查研究工程地质、气象资料和市场情况，结合本公司的技术能力和类似工程施工经验，按技术管理程序，制订切合本工程特性的各施工阶段的技术方案、措施，以及应急技术措施；做好技术交底，在施工过程中不断对技术方案和参数优化，建立技术档案，把技术管理落到实处。3.3充分考虑工程施工的具体情况，结合合同书、技术规范要求，对重点、难点施工区域进行透彻分析，尽可能的利用机械化施工，保证工程进度。3.4资源保证措施3.4.1设备保证措施。迅速调集种类齐全的设备，尽快进入现场投入施工。3.4.2引用竞争机制，建立明确经济责任制，实行奖罚兑现，加强人员设备管理，提高设备效率和劳动生产率。3.4.3紧抓关键项目，兼顾其他项目，尽量缩短主要工序和关键线路施工时间。3.4.4建立施工安全保证体系，组织好现场安全施工，杜绝安全事故。3.4.5充分做好冬雨季施工准备，采取有效措施，尽量缩短有效施工天数，确保足够的施工工期。3.4.6加强现场维护，处理好各方面的关系，为施工生产顺利进行创造条件。4.其它保障措施：4.1采用24小时连续作业的施工方式，人员采用二班制。4.2搞好施工动员。做好各班组的思想动员工作，要求本工程进场快、开工快、抓好有利季节，不断掀起施工高潮。4.3在施工中配备足够的施工机械设备，并充分利用工程机械的优势，合理调配，精心组织，最大限度发挥各种机械设备的能力，用机械化确保工期。4.4抓好控制工期的重点、难点和关键项目。在施工中必须早计划、早安排、早开工，调用最具战斗力和素质较高的队伍，最合理的施工组织，最好的设备，最及时的材料供应来保障关键项目的施工进行。4.5搞好职工岗前培训，提高工人的操作技术水平，使每个职工都能适应新的施工工艺，加快工程进度，确保工期实现。4.6严格形象进度，做到32
奖罚分明。在保证质量、安全的前提下，围绕整个形象进度，计划到每天。每项工作要围绕工期安排来实施，对进度延迟要及时予以补上，形象进度和经济效益挂钩，实行重奖重罚，保证计划工期的实现。第七章工程质量保证措施“百年大计、质量第一”。保证质量是我公司根本宗旨。一、工程质量1.工程要求质量标准：合格.目标是：工程一次检查合格率达100%，优良率达50%以上。2.工程技术要求及验收：达到施工图设计要求。3.工程质量：达到国家规定验收的合格标准及设计图纸要求。二、质量保证组织措施1.建立工程质量责任制,明确各自的质量责任，实行全员过程管理，将工资、奖金与质量挂勾。2.加强对职工质量教育，不断提高全员素质，牢固树立“质量第一，用户至上”和“信誉第一”的思想，做到精心组织，精心施工。三、质量保证技术措施施工前的准备工作：对设计图纸、资料进行会审复查、检查。做好测量的复核工作，避免出现标号误差。精确测量放样，保证施工尺寸符合精度要求，为施工质量创造可靠条件。1．回填块石粒径不得大于400mm，分层压实时其最大粒径不宜大于200mm。。2．填筑土方时，避免土方的含水量过大和过干，从而不能满足填筑土的压实度。当含水量小或辗压量过小，可采取增加压实遍数来保证。3．施工过程中，派遣质检骨干，严格监督施工，严格按标高规范进行施工。第八章安全保证措施(另编制专项安全技术措施)全体职工坚持“安全第一，预防为主”的方针，坚定不移地贯彻执行国家及有关部门颁发的有关生产法规和规定，并按技术规范的要求和本工程施工的具体情况，制订一份安全措施的书面报告。32
1、项目部设安全管理部门，项目经理是安全生产的第一责任人，成立以项目经理为组长的安全生产领导小组，配备2名专职安全员。项目部对全体员工进行经常性的安全教育和技术培训，提高员工的安全素质和自我保护能力，坚持开展每月一次安全生产大检查，做到时间、人员、内容、效果四落实。2、机械操作人员必须持证上岗，上机操作人员严格执行机械运行记录和交接班制度。3、项目部对安全施工必须奖罚分明，执行安全与经济收入挂钩的原则，奖罚兑现。4、确保电源线路接触良好，配备专职电工，经常性检查电器设备和电源线路。5、安全生产是保证工程顺利完成的重要环节，我们将认真贯彻执行有关工程建设安全管理规章制度，坚决杜绝重大恶性事故的发生。具体措施如下：5.1加强对全员进行安全意识教育，使全体职工树立安全第一的思想，提倡安全施工，文明施工。5.2强化安全检查手段，项目部由专人负责安全工作，设2名专职安全员，充分发挥监督作用，把事故苗头消灭在萌芽状态。5.3执行国家有关安全施工规定，严格执行安全操作规定。安检员认真进行上工前的检查，施工中的督查，停工后的复查的三查制度，杜绝事故隐患。5.4定期开展安全活动，施工现场设置醒目的安全生产标语牌及安全生产宣传栏。5.5项目经理定期与不定期对各项工程组织全面的安全大检查，发现隐患及时整改并跟踪检查督促落实。5.6做好安全用电工作，临时设施用电采用三相五线制保护接零，设置三级漏电保护装置；生活照明和办公室采用专线供电，严格执行施工用电现场专人管理。5.7机械施工和汽车运输中，要限速行驶，合理组织调配，统一指挥，杜绝各类事故发生。5.8施工车辆经过的路线应派专人执勤，保护，提醒行人避让。5.9各种机械设备必须专人负责，不能掉换驾驶，并严格按规定线路行驶。5.10组成设备机修班，确保每台机械正常运行，并定期对各机械进行检修。32
5.11机械在静止时，统一停在规定的区域内，不得乱停乱放。5.12油料统一配备，设置油库，并做好防火措施。6冬季施工生产保证措施冬季施工中应切实抓好设备防寒、人员保暖、安全作业等方面的工作，确保安全施工。6.1进入冬季施工的工程项目，在入冬前应组织专人结合施工现场情况编制冬期施工方案，并组织有关人员认真向班组交底。6.2作好冬季道路、施工场地的防滑措施，雪后必须将坡道及工作面的积雪清扫干净，电源开关、控制箱等要加锁并专人管理，以防漏电触电。6.3为了保证冬季施工设备的正常运转，使用-10#以下柴油。水冷设备，及时使用防冻液；尽量缩短施工间歇，使施工设备处于热机状态。6.4搭设不透风休息棚，利用炭盆取暖，使职工有吃饭和轮换休息地方，施工人员穿戴“三棉”（棉衣、棉鞋、棉安全帽）保暖。6.5遇到下雪，要及时清除路面积雪，保障车辆行驶安全；作好冬季道路、施工场地的防滑措施，狭窄危险路段设置路挡；雪后坡道处及时清扫并洒炉灰等材料融雪、防滑6.6工作面沿边坡线拉设警戒线防高空坠落。6.7为确保生活用车正常启动，生活区设置暖库，车辆装预热器。第九章现场文明施工措施1、文明施工的实施方案32
1.1建立创建安全文明领导小组，全面开展创建文明工程活动。施工现场人行道畅通，施工现场排水畅通；施工中无管线高放，施工现场无积水，施工道路平整无坑塘；施工区域与非施工区域必须严格分离，现场材料必须堆放整齐，工地生活设施必须文明有序。1.2加强宣传教育，提高全体施工人员对文明施工重要性的认识，不断增强文明施工意识，使文明施工逐步成为全体施工人员的自治行为，讲职业道德，树行业新风。1.3在制定安全、质量管理文件时，一并考虑文明施工的要点，将文明施工的精神融汇于安全、质量的管理工作中去。1.4制定文明施工的管理实施细则，按实施细则进行检查并把文明施工检查情况在生产会上向各有关人员通报，提出进一步的整改措施，限期落实。1.5注重施工现场的整体形象，科学组织施工。对现场的各种生产要素进行及时整理、清理和保养，保证现场施工的规范化、秩序化。2、文明施工实施措施2.1对参与施工的班组签订文明施工协议书，把文明施工落到实处，提高全体施工人员文明施工的自觉性和责任感。2.2创建美好环境。在施工现场和生活区设置足够的临时卫生设施，每天清扫处理；开展积极健康的文化活动，严禁黄、毒、赌、打架、斗殴和酗酒闹事事件发生。2.3加强对施工人员的全面管理，严禁三无盲流人员。落实防范措施，做好防盗工作，确保施工区域内无违法违纪现象发生。2.4正确处理与当地政府和周围群众的关系，并与当地派出所联合开展综合治安管理。2.5施工现场内所有临时设施按施工现场实际布置管理，使施工现场处于有序状态。2.6施工区内设置醒目的施工标识牌，标明工程项目名称、范围、开竣工时间、工地负责人。2.7项目值班人员按时交接班，认真作好施工记录，不得与闲散人员玩耍。2.8工程完工后，按要求及时拆除所有工地临时设施，并将工地及周围环境清理整洁，做到工完、料清、场地净。32
2.9与其他施工单位保持良好的关系，服从业主和监理工程师的协调。2.10加强现场油料、管理，防止渗漏，禁止任意倾倒废料。第十章劳动力安排计划1.人员设置（60人）管理人员8人，测量人员2人，钻机及爆破人员10人，普工6人,后勤人员4人，挖掘机司机5人、推土机司机3人、汽车司机20人、压路机司机2人。2.本工程计划采用两班作业制；管理人员每作业班配备2人；普工每班配备3人，另加机动人员1人临时代班，维修人员每班配备1人，测量人员采用白天工作制。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@Eh5pDx2z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