高速公路总体路基施工组织设计1

'龙浦高速公路（K21+000～K34+860）路基工程施工组织设计一、编制说明1、编制依据（1）、龙浦高速公路第二工区合同段《两阶段施工图设计》(K21+000～Ｋ34+860)。（2）、交通部《公路工程国内招标文件范本》及国家和交通部现行的施工技术规范、验收标准及质量、安全技术规程。（3）、通过现场实地调查研究所得到的自然条件、施工条件、社情环境等资料及据图纸所计算的工程量与预算工料机数量。（4）我单位现有技术装备、资源及资本实力；近年来从事各等级公路及铁路、市政等工程的施工技术能力与经验。2、编制原则（1）、全面响应业主要求要求。（2）、实行项目法管理，组建整体功能强的现场工区，加强协调配合及经营管理。（3）、遵守工期定额及本标工程工期要求，采取有效措施缩短工期，保证提前竣工，交付使用，尽早发挥投资效益。（4）、符合相关的技术规范、验收标准、图纸要求，遵循国家和省市有关工程质量、安全施工生产、文明施工、环境保护等规定。（5）、实施工期、质量、安全及文明施工、环境保护等目标管理，制定相关的保证措施。按照ISO9002质量认证体系、标准进行质量管理。（6）、合理安排施工区段、施工程序与顺序，各专业互创条件，紧密衔接。（7）、采用网络计划技术安排施工进度计划和紧密流水、立体交叉作业，人力、物力、机械设备优化组合，组织连续、均衡、有序可控的施工。-34- （8）、积极应用“四新”，合理配置施工机械设备，提高施工机械化程度和劳动生产率，减轻劳动强度，降低施工成本。恰当安排雨期施工项目，并制定有效的技术措施。（9）、精心进行现场临设工程规划布置，永临结合，充分利用既有设施及当地资源，节约用地，注重做好环境保护。二、工程概况1、工程范围及内容本标段为龙浦高速公路第二工区合同段(K21+000～K34+860)，全长13.86km。2、工程地质（1）、路基工程地质条件软土路段主要位于沟谷内，上部为水田、积水，表层多为耕植土，分布淤泥、淤泥质土，厚度一般约2.0～4.0m，性质差，强度低，影响路基稳定，易引起不均匀沉降。建议以清除、换填为主，局部过厚，清除不便，可采用综合处理方法。正常路段主要位于丘陵间山谷，平原及山前斜地，低丘地段。沟谷及山前斜地表部分布有薄层软土，为耕植土，性质差，强度底，宜清除。下部分布残破积含砾（碎石）亚粘土，可塑-硬塑状；在平原区下部常分布砾石，卵石，松散-中密壮。一般厚度约2～6m，局部6～14m。在丘陵区上部常为含碎石亚粘土，含粘性土碎石，松散。下部基岩风化强烈，风化层厚。路线常以填方路基的形式经过丘陵斜坡，坡麓。（2）、不良地质、特殊性岩土及处理措施沿线存在软弱土等不良地质，施工过程中建立相应的施工监督组织机构，加强监督管理工作，特别是对深路堑、高路提、软基处理路段进行控制以及加强检测。①、软土-34- 根据填土高度以及软基情况采用以下几种称处理方式：换填、铺设砂垫层。主要设计原则：A软弱土层厚度小于2m，或软弱土层厚度大于2m小于3m且路基高度较高时，采用挖除淤泥，换填符合路基填筑要求填料的方式。B软弱土层厚度小于3m，且路基高度不太高时，采用砂垫层加土工格室的方式。②、路堑边坡的不良工程地质本工程对路堑边坡稳定性在进行地质分析法的同时，还采用赤平投影图的方法，将岩层层理、节理裂隙面和边坡面（综合坡面）作赤平投影图，根据节理裂隙与路堑边坡坡面之间的组合关系，一组节理时按节理米那与坡面的关系，二组及二组以上节理时按节理面交线坡面的关系，来判断节理组合对路堑边坡稳定性影响程度。当节理面或节理交线倾向与坡面同向，但倾角小于坡角，为不利节理组合，设计、施工时应引起注意。路堑边坡实施分级开挖，根据不同岩性，不同岩石风化程度，经稳定分析判定后，确定边坡坡率，采用不同的坡面防护措施，并加强排水。对高路堑及节理裂隙、构造破碎带发育地段，路堑开挖时采取锚杆或锚索加固岩体，并加强排水以保证高速公路的正常施工及运营，加强植被恢复和保护工作。部分路段残积坡层、强风化层总厚度大于15m，边坡开挖未即使采取支护时，在强降雨等外因作用下将可能诱发滑坡、崩塌等不良地质作用，必须加强安全放坡及边坡的加固和防护。三、工期、质量要求1、工期要求工期要求为24个月，根据合同书暂定开工日期定为2008年5月10日,竣工日期2010年5月10日。2、质量要求（1）、达到设计标准，满足业主要求；（2）、全线创优；-34- （3）、不留任何质量隐患。四、工程特点1、本段多山，施工场地狭窄，各种临时设施不易布置；属亚热带季风气候，温和多雨，兼受海洋性气候影响2、软基处理数量大，挖出换填30.8万M3。3、环境保护要求高。不但要改善公路周边环境,同时要建设成一条生态高速公路,将公路与自然景观融为一体；不但要减少对沿线植被的破坏，还要防止水土流失。4、设计和施工都采用GPS测量技术。5、为配合全线美观，在稳定的路坡上采用土工格室、TBS植被绿化防护材料；为防止桥面铺装层开裂，采用LL550焊接钢筋等新材料。五、施工组织总体主导思路根据本标段特点和工程总承包方式，结合我工区的技术装备能力和实践经验，为确保工程质量、安全和工期，施工组织的总体主导思路是：抓紧准备抢建临设，统筹安排合理布置施工场地，上足专业机械和队伍；涵洞软基优先开工；强化过程控制；采用成熟的施工新技术，以保护自然环境为宗旨，建成一条生态高速公路的环境目标；在达到设计标准，满足业主要求，全线创优，不留任何质量隐患的前提下确保工期的实现。六、质量、工期、安全与文明施工、环境保护目标规划1、质量目标（1）、达到设计标准，满足业主要求；（2）、优质。2、安全、文明施工与环境保护目标（1）、安全目标规划：贯彻落实“安全第一、预防为主”的方针，实现无亡人、无人身等级工伤事故，无施工机械设备重大及以上责任事故，无火灾、爆炸事故，无交通肇事责任事故。-34- （2）、文明施工与环境保护目标规划：按国家及地方政府部门有关文明施工与环境保护、文物保护等法令、法规组织施工，推行标准化现场管理，做到现场布置合理，施工过程文明有序，对周围环境无污染，无干扰，无相关投诉，创建文明施工工地，建设一条生态公路。七、项目管理组织我工区领导高度重视本工程，组建龙浦高速公路项目部二工区，实行项目法管理。工区由项目经理、项目总工程师和施工技术、安全质量、计划统计、财务、物资设备、测量、试验室、综合办公室、等7个职能机构组成，并配备具有丰富的路基工程施工经验的专业工程师及管理人员，调遣施工经验丰富的2个专业路基队负责承建。浦南高速公路B合同段第五工区合同段施工组织机构框图中铁十五局龙浦高速公路项目部龙浦高速公路项目部二工区项目经理项目副经理项目总工程师物资设备负责人综合办公室计划负责人财务负责人测量试验室安全质量环保负责人施工技术负责人路基九队路基八队-34- 八、主要施工机械设备、测试仪器配置拟投入的主要施工机械设备表序号设备名称及描述(类别、型号、厂家)数量新旧程度进场时间功率/能力1挖掘机PC200-6日本685%2005.1196kw/0.8m32挖掘机PC220-6日本490%2005.11114kw/1.0m33挖掘机EX300日本495%2005.11228kw/1.2m34推土机TY220山东885%2005.11165kw5推土机T140鞍山685%2005.11118kw6装载机ZL50柳州695%2005.112.0m37装载机ZL50厦门690%2005.112.0m38自卸汽车T815S1邢台长征5090%2005.1115t9平地机PY165C常林698%2005.11123kw10铲运机自行CL-7郑州580%2005.1175kw11振动压路机YZ16A洛阳695%2005.11112kw12振动压路机YZ20洛阳685%2005.11127kw13洒水车东风二汽695%2005.118000L14多功能建筑振动夯北京695%2005.1124kw15移动内燃空压机VY-8690%2005.1175kw16风动凿岩机YT281695%2005.112.8m3/min17勘探钻机290%2005.1118喷播植草机495%2005.1119风镐2095%2005.11-34- 主要的材料试验、测量、质检仪器设备表序号仪器设备名称规格型号单位数量一土工1重型电动击实仪及附件DJD－1套22灌砂法容重测定仪Ф150、Ф200套23环刀法容重测定仪HY套24核子密度湿度仪DNH－A台25电子天平2000g/0.01g台26电子天平500g/0.001g台27电子天平200g/0.0001g台28托盘天平2000g/1g台29案秤10kg/5g台210磅秤50kg/5g台211中型烘箱YHN－1104台212土工标准筛Ф300套413液塑限联合测定仪LP-100台214脱模器LQ-30kN台215台秤100kg台216土壤有机质含量测定仪台217含水量快速测定仪HC-30台218CBR试验仪LD108套219调温调湿养护箱SHBY-40B台220钙镁含量测定仪SG-5A台2-34- 21CBR试模Ф15×15cm套4二砂、石料1新标准筛Ф20cm、Ф30cm套42摇筛机8411,Ф30cm台23针片状规准仪新标准台24石子压碎值测定仪Ф150台25石子压碎值筛Ф200，2－16套26砂子指标压碎仪台27视比重测定仪台2九、土石方施工1、施工原则施工时，按照《公路路基施工技术规范》（JTJ033-95）组织安排。（1）、路基施工，集中力量连续快速施工，分段完成；（2）、冬季施工时，不安排路基填筑施工，雨季尽量不进行路基填筑施工。（3）、作好截防排水措施，填筑面横向设置3%左右流水坡度，雨前碾压，路堤两侧做好排水沟及坡面防护；（4）、对施工用水、生活用水严格管理，防止地表水渗入和冲刷边坡。2、施工准备（1）、工程测量开工前，根据业主提供的设计图纸和现场线路中心控制桩点，做认真细致的复测，内容包括中线、高程等。交接线路中桩，复核GPS-34- 点，进行路线贯通测量，内容包括导线、中线及高程的复测，水平点的复查与增设，横断面的测量与绘制等，然后送交监理工程师核查，核对无误后进行现场放样测量，放出路基中桩、边桩，并标注路基挖填高度，以及取土坑、借土场、弃土场等的具体位置，并提交监理工程师检查批准。根据地形和线路控制点的情况，对重要控制点施放护桩，充分利用永久建筑物，以方向、角度、距离进行控制，达到方便、快速、准确。在现场施放完成后，还要按里程顺序绘制护桩图存档、备用。为了使施工测量快速而准确地进行，由技术人员按设计图纸编制一份每25m整桩号和变化点的施工测量用表，表中有桩号、平曲线、竖曲线、路面中心高程、路肩高程、横断宽度等内容。`（2）、填料试验：取土场的填料取有代表性的土样进行试验，试验方法按《公路土工试验规程》（JTJ051-93）执行。试验项目如下：①液限；②塑限；③颗粒大小分析试验；④含水量试验；⑤土的承载比试验（CBR）值；⑥有机质含量试验；⑦易溶盐含量试验。把调查和试验结果以书面形式报告监理工程师备案。如所调查和试验的结果与图纸资料不符时，提出解决方案报监理工程师审批。3、路基排水工程施工方法排水工程在施工中，首先应校核全线路基排水系统的设计是否完备和妥善，必要时应以补充或修改，同时，还应据实际情况在现场设置一些必要的临时排水设施，从而保证工程质量和施工的顺利进行。-34- 各种类型排水沟渠相互衔接及与其它构造物衔接时，要据沟底标高及地形情况酌情调整尺寸，但沟底纵坡、沟深均不小于设计要求；边坡必须平整稳定，严禁贴坡；纵坡按图纸施工，沟底平整，排水畅通无阻水现象，并按图纸指示将水引入排水系统；浆砌片石工程要咬扣紧密，嵌缝饱满、密实，勾缝平顺无脱落，缝宽大体一致；排水工程位置、断面、尺寸、坡度、标高均要符合图纸要求并经监理验收合格。（1）、路基排石应按下列的规定执行。1）、为了保持路基能经常处于干燥、坚固和稳定状态，必须将影响立即稳定的地面水语义拦截，并排除到路基范围之外，防止漫流、聚积和下渗。对于影响路基稳定的地下水，应予以截断，疏干，降低水位，并引导到路基范围以外。2）、路基施工中因校核全线排水系统的设计是否完备和妥善，必要时予以补充和修改。使全线的渠沟、管道、桥涵构成完整的排水系统。3）、路基排水设施应有合适的泄水面和纵坡。高速公路和一级公路的排水沟不应作为农业排灌渠道，其他公路不得已时可和排灌渠道结合，但应适当加大泄水断面，并采取加固措施，以防水流危害路基。排水设施的进出水口，应适当时土质、水文、地形条件及筑路材料等情况，适当加固。4）、路基施工中，必须按设计要求首先做好排水工程以及施工场地附近的临时排水设施，然后再做主体工程。在无条件时，排水工程可与路基同步施工，并使其随施工进度逐步成型。（2）、在路基施工期时，不得任意破坏地表植被或堵塞水路；各类排水设施应及时维修和清理，保持其完好状态，使水流常听不产生冲刷和淤塞；临时性排水设施应尽量与永久性排水设施结合起来。（3）、路基排水设施的施工质量应符合下列要求：1）、各类排水设施的位置、断面、尺寸、坡度、标高及时用材料应符合设计图纸要求。2）、沟渠边坡必须平整、稳定，严禁贴坡。3）、排水设施要求纵坡顺适，沟底平整，排水畅通，无冲刷和无阻水现象。4）、边沟要求现行线形美观，直线线形顺直，曲线线形圆滑。-34- 5）、各类防渗加固设施要求坚实稳定，表面平整美观。浆砌片石工程砂浆配合比必须符合试验规定，砌体咬扣紧密，嵌缝饱满、密实，勾缝平顺无脱落，缝宽大体一致，干砌片石工程要求咬扣紧密、错缝，禁止叠砌，贴砌和浮塞。a、排水沟、边沟、截水沟的测量放样统一采用红外线测距仪精确放样，确保沟体线形美观，直线线型顺直，曲线线形圆滑。b放样一般以两个结构物之间的长度为一个单元，以确保边沟、排水沟与结构物的进出水口顺利连接。c截水沟顶面应略低于自然坡面，若遇冲沟应设缺口将水导人截水沟。d基坑开挖根据土质情况，可采用机械开挖和人工开挖配合完成，也可采用人工开挖成型。如采用机械开挖，应防止超挖，应留出5—10cm左右富余，由人工修整成型，确保边沟、排水沟的边坡平整、稳定，严禁贴坡。基坑开挖后，需进行沟底高程复测。e基坑开挖土方应堆置在与路堑边坡顶一侧并予以夯实或运出场外，禁止堆放在排水沟外侧，影响场地的外观及排水效果，或回流至排水沟内影响正常排水。f采用干砌片石铺筑时，应选用有平整面的片石，各砌缝要用小石子嵌紧，采用浆砌片石铺砌时，砌缝砂浆应饱满，沟身不漏水，若沟底采用抹面时，抹面应平整压光。g边沟、排水沟的进出水口，应妥当加固，以防水流危害路基。h截水沟出水口一般应设深度不小于l米的截水墙或消能设施，以免出水口在水流作用下冲毁。-34- (1)跌水与急流槽必须用浆砌圬工结构，跌水的台阶高度可根据地形、地质等条件决定，多级台阶的各级高度可以不同，其高度与长度之比应与原地面坡度相适应，台阶高度一般应不大于0.5～0.6m，通常为0.3～0.4m。(2)跌水可用浆砌片石或水泥砼浇筑，沟槽壁及消力池的边墙厚度：浆砌片石为0.25～0.4m，砼为0.2m，高度应高出计算水位至少0.2m，槽底厚度为0.25～0.4m，出口设置隔水墙。(3)跌水一般设有消力槛，设置时槛的顶宽不小于0.4m，并设有尺寸5cm*5cm～10cm*10cm的泄水孔，以便水中断时，排除消力池内的积水(4)跌水槽一般筑成矩型，但跌水高度不大，槽底纵坡较缓，亦可采用梯形断面，梯形跌水槽身，应在台阶前0.5一1.0m和台阶后1.0—1.5m范围内加固。(5)急流槽的纵坡，一般不宜超过1：1.5，可用浆砌片(块)砌筑或混凝土浇筑。(6)为防止滑动，可在斜坡急流槽背砌防滑平台以阻止下滑。(7)进水槽和出水槽底部应用片石铺砌，水泥浆勾缝，长度一般不小于10m，个别情况，应在下游铺设厚0.2～0.5m长2.5m的防冲铺砌。(8)急流槽很长时，应分段砌筑，每段长不宜超过10m，接头处以防水材料填缝，密实无空隙。(9)急流槽宜砌成粗糙面，或嵌人约10cm~10cm坚石块，用以消能减小流速。(10)对于汇水面积较大的路堑边坡急流槽，应考虑加大、加深急流槽尺寸，并在底部设消能设施后，导人路基排水系统。(1)渗沟、盲沟的基坑开挖宜自下游向上游进行，并应随挖随即支撑和迅速回填，暴露时间原则上不超过7天，以免造成坍塌，支撑渗沟应间隔开挖。(2)当渗沟开挖深度超过6m时，须选用框架式支撑，在开挖时自上而下随挖随加支撑，施工回填时应自下而上逐步拆除支撑。-34- (3)盲沟的埋置深度，应满足渗水材料的顶部(封闭层以下)不得低于原有地下水位的要求。当排除层间水时，盲沟底部应埋于最下面的不透水层上。(4)当采用无纺土工布作反滤层时，应先在底部及两侧沟壁铺好地位，并预留顶部覆盖所需的土工布，拉直平顺紧贴下垫层，所有纵向或横向的搭缝应交替错开，搭接长度均不得小于300mm。(5)盲沟的底部和中部用较大碎石或卵石(粒径30～50mm)填筑，在碎石或卵石的两侧和上部，按一定比例分层(层厚约l50mm)并填较细颗粒的粒料(中砂、粗砂、砾石)，做成反滤层，逐层的粒径比例，大至按4：1递减。砂石料颗料小于0.15rnm的含量不应大于5％。在盲沟顶部做封闭层，用双层反铺草皮或其他材料(如土工合成的防渗材料)铺成，并在其上夯填厚度不小于0.5m的粘土防水层。(6)渗沟的出水口宜设置端墙壁，端墙下部留出渗沟排水通道大小一致的排水沟，端墙排水孔底面跨排水沟沟底的高度不宜小于0.2m，端墙出口的排水沟应进行加固，防止冲刷。(7)填石渗沟只宜用于渗流不长的地段，且纵坡不能小于1％，宜采用5％，出水口底面标高，应高出沟外最高水位0.2m。-34- 十、保证措施1、质量保证体系本合同段工程质量管理保证体系的建立原则为：紧紧围绕投标承诺的质量创优目标，制订切实可行的质量创优规划，坚持“以人为本”的观点，通过政治思想工作、相应的组织保证措施和及时准确的质量管理信息系统，实现项目施工整个过程的质量控制。2、质量管理组织机构和质量自检组织机构（1）、质量管理组织机构项目部质量管理领导小组组长：项目经理副组长：项目总工公司驻场质检负责人安全质量负责人长物资设备负责人长测量试验室主任计划统计负责人长财务负责人长施工技术负责人长工程队质量管理领导小组组长：工程队长副组长：技术副队长专业质检工程师各工班质量管理小组工班长兼职质量员公司特派1名质检负责人，直接对法人负责；现场成立质量管理领导小组，由项-34- 目经理任组长、总工程师任副组长及第五工区各相关科室负责人、各工程队队长与质检员组成，各工程队成立质量管理小组，工班设兼职质检员，形成质量管理组织体系。（2）、质量自检组织机构质量自检组织机构由总部驻场质检负责人任组长、第五工区质量监察室主任、测量试验室主任任副组长及第五工区安质科质检工程师、测试室测量试验工程师、队专职质检员、工班兼职质检员组成。驻场质检负责人由公司法人代表直接委派，全面负责质量检查和监督工作，直接对法人代表负责，在质量管理方面具有一票否决权。（3）、质量保证措施1）、强化质量教育，增强全员创优意识贯彻落实“百年大计，质量第一”的方针和国务院颁布的《质量振兴纲要》、《建设工程质量管理条例》，对全体参建职工进行经常性的宣传教育，牢固树立“质量是企业的生命”的观念，强化创精品意识，以高起点、高标准、高水平、高速度的“四高”主导思想和精密组织，精细管理、精工细作、精湛工艺的“四精”措施组织施工，做到主体与附属工程内实外美、一次达优、一次验交。质量自检组织机构组长：第五工区质检负责人副组长：质量监察室主任测试室主任质量检查室测量试验室工程队专职质检员工班兼职质检员质量自检组织机构图-34- 2）、健全组织，建立质量管理网络第五工区成立以项目经理负总责的创优领导小组和以总工程师负专责的技术质量管理体系，编制创优项目规划与措施，层层分解，责任落实到班组、个人；建立第五工区、施工队、工班三级质量管理网络，建立与实行岗位责任制；第五工区设试验室、精测组，配足测试人员，配备先进的测试仪器。3）、实行创优责任制和工程质量终身负责制①第五工区与建设、设计、监理单位的负责人共同签订工程质量责任状，对本工程的质量负终身责任。②编制创优工程项目规划与措施，层层分解，责任落实到班组、个人。③各级建立与实行创优责任制，并建立具有可追溯性的工作与岗位作业质量保证制度，对工程质量实行终身责任制。4）、加强施工技术指导，加大监控力度配足各专业工程师、技术员与测试、质管人员，定岗定责。认真做好设计图纸自审与会审，各专业、分部分项工程编制周密的施工技术方案，逐级进行技术交底。严格按设计图、相关的技术规范及操作规程要求进行施工。技术人员深入现场精心指导，测试与质管人员准确检测，严格把关。强化工序、工种、工艺质量控制设质量管理点，开展QC小组活动。实行以质量论奖罚的政策，“优品计价，劣质重罚”。与建设、设计、监理单位密切合作，尊重并服从他们的督导监控，“四位一体”联手创优。5)、落实各项规章制度-34- 结合本标工程实际，组织全体参工人员学习相关设计图纸、施工规范及操作规程，使全员明确标准，全方位有章可循，全过程措施到位。严格执行优质优价制、安全质量事故处罚制、质量否决制、标准试验室制、重要岗位易人审批制等规定。落实开(竣)工报告、隐蔽工程签证、设计变更、质量验评程序与奖罚、验工计量与计价质量签证、测量换手复测、材料复试、质量事故报告、施工机械与人员进退场报验，以及工序自检、互检、交接检的“三检制”，与工班初检、工程队复检、第五工区终检的“三检制”等制度。6)、推行标准化施工作业，样板引路认真落实我单位已通过ISO9002认证的质量管理、质量保证标准，制定工序、工艺的质量予控措施，实行标准工法作业。坚持样板引路，每项工程都先试做样板，经监理工程师确认施工工艺达标、质量达优后再展开施工。组织现场观摩见学活动，促进施工工艺与技术水平的提高。7)、组织技术攻关，积极应用“四新”结合工程实际(大直径水上钻孔嵌岩桩、隧道掘进与衬砌等)组织技术攻关，改善施工工艺，积极应用“四新”，努力消除质量通病，提高砼观感质量，促进提高分项、分部工程优良率。8)、严格把好材料的质量关严格执行甲方要求的施工单位自购的主要材料其生产厂家须经业主及监理工程师认可的规定，全部材料均应有质保书。进场时，必须提供出厂合格证或产品技术鉴定书，严格进行材质、规格及外观检验，并按规定进行复试检验，经监理工程师确认达标后方可使用，杜绝使用假冒伪劣产品。9)、强化计量工作，完善检测手段第五工区试验室配齐各种试验设备和计量器具及专职计量检测人员，配置先进的检测仪器，严格执行计量设备和器具检定规程，保证取值的准确性。试验人员深入工地跟班作业进行计量检测，保证检测数据的真实、准确，定期对各种计量检测试验器具进行维修、保养、检验标定。健全工地计量管理制度，坚持挂牌施工，把好计量关。凡需计量的工序必须配备符合精度要求并经计量检验部门标定的计量器具。10)、加强技术档案管理和竣工资料编制工作-34- 第五工区、施工队设专人负责该项工作，及时搜集、整理原始施工技术资料(含照片、录像)，分类归档，做到数据真实、准确，并作为分项、分部工程质量验评的主要内容。按规定要求做好竣工资料的编制和竣工移交工作。11)、履行保修、回访制度竣工验交后，本部与第五工区成立缮后工作组，按《跟踪回访制度》规定，在保修期内进行定期(雨期、冬期)或不定期的全部工程质量跟踪回访，认真听取用户对本工程质量的评价与改进意见，如发现有施工质量问题时，及时组织整治达标，达到用户满意。④排水工程施工质量保证a砌石工程安排具有多年砌石经验和砼施工经验的专业化队伍进行施工。b精选石料，其风化程度、强度、尺寸要符合要求。c砂浆配合比通过现场试验确定，控制好水灰比，当所选用材料变化时，配合比也要重新确定，确保砂浆标号。d砂浆采用机械拌制，严格计量制度，严禁人工拌合，且随拌随用，使之保持良好的和易性和适宜的稠度。e砌筑前片石要浇水湿润，洗净泥污，其垫层干净、湿润，采用座浆法砌筑，所有石块均座于新拌的砂浆之上，在砂浆凝固前，所有缝要满浆。f基础设在可靠的地基上，其承载力要满足设计要求，否则采取换填处理。g浆砌工程统一采用凹缝或平缝压槽，确保砌缝的宽度、深度统一整齐，勾缝坚固。(1)排水设施要求纵坡顺适，沟底平整，排水畅通。(2)边沟要求线形美观，直线线形顺直，曲线线形圆滑。(3)构造物要求坚实、稳定。(4)基础伸缩缝应与墙身伸缩缝对齐。-34- (5)砌体抹面应平整、压光、直顺，不得有裂缝，空鼓现象。(1)急流槽所用的混凝土及砌筑砂浆强度应满足图纸要求，配合比准确，砌缝隙砂浆饱满，槽内抹面平整，直顺。(2)进口汇集水流设施，出口设备消力槛等应砌筑牢固，不得有裂缝空鼓现象。(3)槽内抹面平顺无裂纹。(4)设置坡度顺直，无折坡现象。(1)反滤层应层次分明，出水口应排水通畅。(2)实测项目参见质量检验评定标准JTGF80／l一2004。●原材料质量控制a现场使用的工程材料必须全部有试验合格证，符合交通部《公路试验规范》及本公路招标文件的要求，并经监理工程师批准后方可进入现场使用。购进的粗细骨料要质地坚硬、颗粒清洁、级配良好。b水泥采用交通部定点大厂产品，每批水泥要做原材料试验，并将试验报告单联同厂商的材质检验合格证书报监理工程师，必须会同监理工程师对进场的水泥进行抽检。c拌合用水不能含有影响水泥正常凝结与硬化的有害物质，拌制和养护用水均须进行化验。d设立专门的砼质量控制机构，制定制度，加强对原材料的监督与控制，严禁一切未经化验或未经批准的不合格原材料运入工地。-34- 10．2工期保证措施10.2.1加强领导及组织管理10.2.1.1我单位领导高度重视本标工程，中标后，将其列为今、明两年的年度重点在建工程之一，组建整体功能强的项目部，全权负责组织实施；调遣所属技术实力强、类似工程经验丰富、业绩突出的8个专业队负责承建。逐级签订包保责任状，建立岗位责任制与考核奖罚制度。10.2.1.2成立以副经理分管负责的协调小组，坚持日例会制度，加强内部、外部以及与各专业施工队的协调工作。10.2.1.3精心组织，加强目标管理和网络化管理，有序可控制，动态化管理。每旬、每月分析工程进展情况，发现问题及时进行调整，使每个时间的工程完成情况与总工期目标不会发生重大的偏离。10.2.1.4职能部门超前运作，高效服务，严细管理，发挥保障作用。10.2.1.5各级主管领导及业务骨干坚守岗位，加强现场指挥。10.2.1.6成立副经理负专责的征地拆迁办，积极配合业主和地方政府进行征地拆迁协调工作。10.2.2建立保证工期组织机构成立由项目经理任组长，有关人员参加的领导小组。健全岗位责任制，从组织上、制度上、防范措施上保证总工期的实现。保证工期组织机构见下页《保证工期组织机构框图》。10.2.3突击完成施工准备工作组长：项目经理副组长：项目副经理工期保证领导小组工程队队长安全质量负责人长物资设备负责人长财务负责人长计划统计负责人长工程队工班长施工技术负责人长-34- 保证工期组织机构框图10.2.3.2技术准备：第五工区精测组抓紧接桩与复测工作，并进行定位放线，放好护桩，为早日开工做好准备。试验室进行砂石料试验、选定砼施工配合比和水泥、钢筋及水质复试。技术部门组织审图，听取设计单位的技术交底、进行图纸会审，修改完善实施性施工组织设计和开工项目的施工技术方案，向监理工程师报验相关资料、呈报开工报告等。10.2.3.3物资准备：及早组织备足开工初期所需的各种材料。10.2.3.4相关工作：主动与建委、市政、环保、交通、铁路、公安等部门联系，办理好相关手续及签订相关协议。10.2.4上足劳力和配足专业技工本标工程计划劳力总量大，各分部、分项工程施工进度计划安排不一，耗用劳力与高峰期亦不同，各专业施工队须按实际情况动态调配参工人数。高峰期技工缺口就近工点调剂或倒班作业，普工劳力缺口雇用当地劳务工解决。10.2.5合理调配施工机械设备-34- 上足配套施工机械设备及加强机修工作是保工期的先决条件，依据施组计划进度安排、施工方法及日均作业量等合理匹配施工机械设备；进场时视机械状况备10～20%的余量。备足易损零部件，加强日常检修保养，保障正常作业台数与作业率。结合施工进度实况进行动态调配能力，确保完成旬、月、季度施工计划。10.2.6材料供应保障措施基于本工程材料用量大、规格多、月与季度耗用量不均衡、料源地供量与运距、运力影响、现场存放场地有限等情况，必须配得力的材料人员周密组织好采购、加工及供应，做到既满足施工进度需要，现场又不长期积压。为此，须按会审后的图纸准确计算材料数量及编制供应进度计划，尤其应及早备足周转材料及加工制作定型模板，并按实际进度需要组织进场。建立严格的验收、保管、领退及定额核算制度，大宗地材设置地磅检斤核方，杜绝人为浪费损失。10.2.7技术保证措施10.2.7.1按时提供配套齐全的施工设计(含变更)图纸资料，自购相关的定型图，抓紧组织会审；准确计算工程数量，修改与完善实施性施组，各分部分项工程编制优化的施工技术方案、措施、计划进度网络图。10.2.7.2加强现场技术指导和测量、试验工作，杜绝发生技术性失误。低温期砼采取掺复合早强剂、罩塑膜养护措施，加快模板周转。10.2.7.3及时准确地编报月、季度施工计划及验工计价、财务用款计划。10.2.9实行动态信息处理和工期控制10.2.9.1施工现场设专职计划检查员，每日检查、监督施工计划的执行情况，确保工程进度计划，遇特殊情况时及时对原计划予以调整和修正，保证分项工程的工期。10.2.9.2严密注视关键线路各工程项目的进展情况，对各项目施工过程中出现的各类问题及时处理，尽力避免停、窝工现象发生，保证关键线路上各工程项目施工的准时性。10.2.9.3-34- 坚持实行施工进度快报制度，坚持每天报一次各分项工程的工程进度，每周报一次各分项工程的实际进度和计划进度的对比情况并分析两者相差原因，以便项目经理部和业主及时了解、安排各分项工程的进展情况，采取相应的对策措施。10.2.9.4运用计算机网络计划技术对整个工程项目实施动态管理，密切监视、跟踪现场的动态变化，及时把变化情况归纳为计算机参数，经计算机运算，得出各种处理数据，如人员、设备台班、工作时间、材料供应等，运用其结果指导施工。10.3保证安全措施10.3.1建立健全安全管理组织机构与安全保证体系10.3.1.1安全管理组织机构根据本工程特点，对本项目实行项目经理部、工程队、作业班（组）三级安全管理，各级第一管理者亲自抓安全。项目经理部成立以项目经理为组长的安全生产领导小组，各作业层成立相应的安全管理机构，配齐专职安全员。安全生产领导小组负责制订安全工作计划，开展多层次、多形式的安全教育和岗位培训及安全生产竞赛活动，增强全员安全意识。定期组织安全检查，召开安全会议，总结安全生产情况，分析安全形势，研究和解决施工中存在的安全问题。发挥各级安全员的监督检查作用，深入现场，跟班作业，加强防范，及时发现和排除事故隐患，把不安全因素消灭在萌芽状态，充分体现“安全生产，人人有责”。安全管理机构见下《施工安全组织机构图》坚持以人为本，强化项目安全管理、设备质量、人员素质达标，形成横向到边、纵向到底的安全生产保证体系。安全管理领导小组组长：项目经理副组长：项目副经理项目总工工程队安全管理小组组长：工程队长副组长：技术副队长专职安全员各工班安全领导小组工班长兼职安全员施工技术负责人物资设备负责人综合办公室安全质量负责人-34- 施工安全组织机构图10.3.1.2安全保证体系10.3.2健全制度，实现安全生产责任目标严格执行有关安全生产和劳动保护方面的法律、法规和技术标准、规则，建立健全适合本合同段特点的安全生产管理制度。实行安全生产责任制，层层签订安全责任状，建立与经济挂钩的激励约束机制。突出安全管理重点，划分安全责任区，明确各级岗位职责，做到纵向到底、横向到边，调动安全生产的积极性和自觉性，坚决实现安全责任目标。10.3.3严格监督，完善安全生产检查制度在安排施工计划的同时，要有针对性的明确安全目标、预防措施及安全控制重点，并落实到具体人员。项目经理部根据工程进度和季节情况，定期组织安全大检查，项目经理部每月进行检查评比，实行奖罚。对重点项目、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，及时发现问题，及时消除隐患，使整个施工过程完全处于受控状态。10.3.4提高全员的安全意识-34- 开工前进行系统安全教育，开工后抓好“三工”教育和定期培训。通过安全竞赛、现场安全标语、图片等宣传形式，增强职工的安全意识和安全生产的自觉性，时时处处注意安全，把安全生产工作落到实处。10.3.5科学施工，完善安全生产操作规程施工组织设计、施工方案、作业方法要科学合理，每个分项工程都要制定完善的安全生产操作规程。严格进行安全技术交底，严格按安全技术规则施工，防止各种违章指挥和违章作业行为的发生。在编制施工组织设计的同时，必须制订相应的安全技术措施，尤其是重点项目和关键部位工程在确定施工方案的同时，要制定切实可行的安全技术保证措施。10.3.6突出重点，健全安全生产预报措施为确保安全生产，分析本合同段工程具体情况，要抓住重点，控制难点，不断调整主攻方向，做好超前预防预控。本合同段工程事故控制点有：(1)水库桩基施工；(2)梁体运输、吊装作业；(3)软基处理；(4)预应力张拉作业；(5)爆破作业，（6）雨季车辆管理；(7)设备机具伤害事故。对事故控制点的管理要做到制度健全无漏洞、检查无差错、设备无故障、人员无违章、措施行之有效。10.3.7抓好现场，坚持标准化管理施工现场内各种机械设备、材料、临时设施、临时水电线路必须按施工总平面图合理布置，并且符合安全技术规则。积极开展建设安全标准工地活动，现场安全标识牌安放要醒目，做到现场布置标准化、临时防护标准化、安全作业标准化和安全标志标准化。10.3.8保证机械设备安全作业 加强机械设备日常和定期检修维护，不带故障作业。工地道路交叉口及陡坡路段设置醒目的安全标志，严格控制重车车速≯15km/h，空车速度≯20km/h。夜间施工、料场、施工区及道路需有足够的照明。 -34- 10.4雨季施工措施10.4.2雨季施工安排10.4.2.1雨季对工程影响最大的是九峰大桥水库中基础和土石方工程施工，安排在2005年12月～2006年3月间完成全部水中基础，重点控制土石方工程软基处理。10.4.2.2除及时掌握每日天气情况外，还与当地气象部门签订中长期天气预报协议，由当地气象部门定期提供旬、月气象预报，并据此合理进行施工安排。10.4.2.3临设工程设计和施工充分考虑防汛、防雨要求，便道防排水系统安排专人维护，降雨前后定位巡查排险，并设置明显的通行指示标志。10.4.2.4雨季前，对所有用电设备进行安全检查，落实防雨措施；对现场机械设备的停放做出安排，确保施工工序不因雨患影响正常进行。10.4.2.5雨后砼作业注意调整配合比的骨料含水量，下雨时用塑料布及时遮盖刚浇筑的砼。10.4.2.6机械设备等带电机具要采取防潮、防雨措施，漏电保护器等由专业电工及时检查。10.4.2.7雨雾天或湿度＞85％时，停止露天施焊作业。-34- 10.4.2.8高空作业要系好安全带并注意脚下防滑，确保施工安全。10.4.2.9对施工人员配备必要的劳保用品，增建必要的避雨棚，设置有关卫生设施等。10.5文明施工措施10.5.1建立组织机构文明施工是我单位在在建工程综合素质考核的指标之一。确定文明施工的目标,进行"创一流"的宣传教育，举办"双文明达标"活动。建立文明施工组织机构,明确各部门人员的职责。文明施工组织机构见《文明施工组织机构框图》文明施工领导小组组长：项目党委书记副组长：项目副经理工程队文明施工管理小组组长：工程队党支部书记组员：工班长安全质量负责人长综合办公室主任物质设备负责人施工技术负责人长-34- 文明施工组织机构框图10.5.2施工现场管理10.5.2.1开工前做详细的实施性施工组织设计，绘制施工总平面布置图、施工进度网络图、施工组织机构图等，各种规章制度及总平面布置图、进度图等张挂上墙，各种图标注规范、醒目。10.5.2.2主要规章制度包括：质量控制制度、施工安全制度、岗位责任制、现场管理制度、职工管理制度等。经常性检查，定期评比，奖惩分明，层层落实。10.5.2.3现场管理有序，布置统一规划，施工区材料堆放整齐，场地平整，道路、排水畅通。制定工地规则，包含安全防卫、工程安全、工地出入制度、环境卫生、防火措施、周围及近邻环境保护的附加规则等。10.5.2.4根据现场实际合理进行布置，现场醒目位置设“五牌一图”即施工单位及工地名称牌、安全生产宣传牌、防火须知牌、安全无重大事故牌、工地主要管理人员名单牌、施工总平面图，图牌规格统一，并在主要通道口有宣传标牌栏。现场设施设备按布置图放置和堆放，并随工程进度进行调整。(1)在标段的起迄点树立门架，大型标识牌，标明承建单位的名称及施工桩号。(2)第二工区驻地设置公告牌，标明工程概况及建设、设计、监理、施工单位人员安排等内容。(3)每个关键工程、重要部位及重要构造物施工地点设置醒目标牌，标明工程简介及负责施工人员。(4)水泥砼搅拌站设置标有砼理论配比、施工配合比、每盘砼各种材料用量、外加剂名称、坍落度等内容的标牌。-34- (5)各种物资材料按ISO9002标识正确醒目。标识内容包括：材料名称、规格型号、产地、有无合格证、自检是否合格等。(6)工地上除设置施工公告牌外，还要设置一些指路标志、减速标志、危险标志、安全标志等。(7)施工人员必须佩戴安全帽、上岗证，证件应附照片并写姓名、单位、岗位等。(8)施工现场挂宣传标志，形成良好的文明施工氛围。10.5.2.5材料堆放场所:设备机具整洁；危险品按安全要求存放并专人管理登记；对砼拌合站及堆料场地进行硬化；现场材料分隔堆放，防止各种材料相互混淆；对钢材、水泥、木材等材料设置防雨设施和隔潮设施。10.5.2.6施工道路畅通、平坦、整洁，不乱堆乱放，无散落物，四周保持清洁，场地平整不积水；建筑垃圾集中处理堆放。施工作业时，配备洒水车洒水，防止尘土飞扬，雨天车辆沾泥要用水冲洗干净后方可上路运行。10.5.2.7施工生产过程中的建筑垃圾清运到指定地点，生产和生活污水进行处理后循环利用或排放，保证施工现场整齐、干净、卫生。10.5.2.8严格按照公安、消防部门的要求设置防火设施，定期对灭火器等防火设施进行检查，保证不影响当地群众正常生活、生产活动。10.5.2.9车辆在运料过程中，对易飞扬的物料用篷布覆盖严密，且装料适中，不得超载。10.5.2.10设备机具：择优选购，按需配备；登记造册，定期检修；坏的封修，缺件补齐；妥善保管，正确使用；规矩摆置，标识清楚。10.5.2.11对使用的工程机械和运输车辆安装消声器并加强维修保养，降低噪音。夜间施工避免安排噪音很大的机械，以免影响附近居民的休息。10.5.2.12管理人员、施工人员：着装规范、团结默契；行为文明，作风严谨；树立良好形象。-34- 10.5.3办公区及生活卫生10.5.3.1生活卫生纳入工地总体规划，落实卫生专职管理人员和保洁人员，落实责任制。10.5.3.2办公室干净、卫生、整齐。职工宿舍做到通风、明亮、保温、隔热，地面用砖或水泥砂浆铺面，宿舍内物品摆放整齐。10.5.3.3职工食堂干净、卫生，锅台、锅灶用瓷砖贴面，食堂工作人员必须经过健康检查，有健康合格证，穿戴工作服、帽，食物容器上有生熟标记，餐具经过严格消毒，设置防蝇、防鼠措施。10.5.3.4施工现场设茶水亭和茶水桶，做到有盖加配杯子，有消毒设备。10.5.3.5工地有男女厕所，有便溺设施，落实专人管理，保持清洁无害。工地有男女更衣室，有防窃措施，保持室内清洁。工地设简易浴室，保证供水，保持清洁。10.5.3.6施工营地和施工现场的生活垃圾，应集中堆放。对于施工中废弃的零碎配件，边角料、水泥袋、包装箱等，及时收集清理并搞好现场卫生。生活废水排放按环卫部门有关规定执行。10.6环境保护措施施工中的环境保护和水土保持工作至关重要，我单位将严格按照《中华人民共和国环境保护法》和《中华人民共和国水土保持法》的要求，积极维护当地自然环境、劳动环境，最大限度地减少施工对自然生态的破坏，保护环境，防止水土流失，争创文明施工标准化工地，造福于千秋万代。为此，制定如下措施：10.6.1建立健全环境保护体系-34- 项目经理部成立以项目党委书记为组长的环境保护小组，下属综合办公室分管环境保护工作。进场后主动与地方环保、文保、土地、水利、林业、交通、公安等部门联系，签订相关责任协议，制定内部管理办法及建立责任制。施工中严格履行合同段中对取弃土、排污等施工环境保护方面的承诺，接受监理工程师、业主及地方政府环保机构工作人员的检查，执行环保工作的要求。环境保护监测站现场环境监测员制定质严格执行标准，争创行业一流，坚持优质服务，建造满意工程。量政策制定质严格执行标准，争创行业一流，坚持优质服务，建造满意工程。量政策监测员第五工区环境保护部门业主和监理施工现场地方政府主管部门各施工队10.6.2环境保护措施10.6.2.1生态保护(1)对施工人员加以教育，保护野生动、植物，严禁偷猎；尤其是要保护青田鼋，不得捕食。(2)合理规划施工工序，尽量减少临时占地面积，缩短使用时间，及时恢复土地原有功能。(4)保护原有植被。沿线除拟建红线内规划砍伐树木外，都要尽力维持现有植被环境。杜绝乱砍乱划。路基征地范围的树木除基础施工需砍伐外，分离路基间和排水沟范围的胸径大于20cm的树木予以留存保护。10.6.2.2噪声防治(3)注意机械保养，维持其低声级水平。(4)夜间施工临近住宅或学校等时，采取减速缓行、禁止鸣笛等措施。10.6.2.3大气污染防治(1)在运输水泥、砂石料时用篷布覆盖严密，并装量适中，不超限运输；尽量使用散装水泥，设罐存放；砼搅拌站的投料器进行棚盖，以防止扬尘。-34- (2)配备专用洒水车，施工场地、施工便道经常洒水处理，避免扬尘；指派专人及时清扫浮土及运输车辆遗散物。(3)对汽油等易挥发品的存放要密闭，并尽量缩短开启时间。10.6.2.3防止水污染(1)工地设足够的简易厕所，建化粪池；生活污水设沉淀池过滤后排放；生活垃圾集中堆放，并定期运至监理指定地点。(2)施工废水、废油、生活污水按有关要求进行处理后排放。(3)油料、化学品等不要堆放在民用水井及河流附近，防止暴雨冲刷进入水体，并备有临时遮挡的帆布。(4)及时清淤，防止泥土和石块阻塞河道、水渠或现有灌排系统。(5)开挖或填筑的土质路基边坡及时防护，防止雨季冲刷影响附近水体。读书人是世间幸福人，因为他除了拥有现实的世界之外，还拥有另一个更为浩瀚也更为丰富的世界。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@Eh5pDx2zV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