预应力工程施工方案 31页

*******工程预应力工程施工方案发布日期：二○一一年七月执行日期：二○一一年七月*****公司n目录一、编制依据1二、工程概况12.1预应力工程概况12.2预应力工程的特点2三、施工部署23.1工程总体目标23.2预应力项目管理组织机构33.3施工段的划分43.4劳动力投入43.5机具准备43.6材料准备53.7施工进度安排5四、施工方法54.1施工流程及张拉顺序54.2预应力工程施工方法54.3预应力筋伸长值的计算和测量9五、质量保证体系及控制措施115.1建立质量保证体系115.2质量控制要点115.3质量保证措施135.4施工应急措施145.5资料归档14六、安全文明施工措施156.1安全管理体系156.2安全管理职责156.3安全管理制度186.4安全生产措施196.5施工临时用电管理措施226.6防火安全措施23n6.7安全风险应急措施24七、文明施工及环境保护控制措施257.1文明施工257.2环境保护25八、其他工种的配合258.1进场准备阶段258.2布筋阶段268.3混凝土浇筑阶段278.4预应力筋张拉阶段278.5预应力筋张拉完成后阶段27n**项目预应力工程施工方案一、编制依据本工程预应力专项工程施工方案编制依据如下：1、本工程预应力分项工程施工图纸；2、本工程设计交底、图纸会审记录；3、本工程施工组织设计；4、《混凝土结构工程施工质量验收规范》（GB50204-2002）；5、《预应力筋用锚具、夹具和连接器》（GB/T14370-2000）；6、《无粘结预应力混凝土结构技术规程》JGJ/T92-2004；7、《预应力用锚具、夹具和连接器应用技术规程》GB/T14370-2007；8、《无粘结预应力钢绞线》JG161；9、《混凝土结构设计规范》GB50010—2002；10、《建筑工程施工质量验收统一标准》GB50300—2001；11、《建筑安全检查标准》JGJ-59-99；12、企业标准《混凝土结构工程施工技术标准》ZJQ08-SGJB204-2003；二、工程概况2.1预应力工程概况2.1.1预应力筋分布及布设情况见下表2-1。表2-1预应力分布情况配筋部位一层顶板二层顶板三层顶板备注-S-2轴5UFs15.25UFs15.26UFs15.2S-11轴5UFs15.25UFs15.26UFs15.2-S-18轴5UFs15.25UFs15.26UFs15.2S-27轴5UFs15.25UFs15.26UFs15.2-S-34轴5UFs15.25UFs15.26UFs15.2S-43轴5UFs15.25UFs15.2/-S-50轴5UFs15.25UFs15.2/S-59轴5UFs15.25UFs15.2/-S-66轴5UFs15.25UFs15.2/S-75轴5UFs15.25UFs15.2/-S-2轴5UFs15.25UFs15.2/S-11轴5UFs15.25UFs15.2/28n**项目预应力工程施工方案续表2-1配筋部位一层顶板二层顶板三层顶板备注-S-18轴5UFs15.25UFs15.2/S-27轴5UFs15.25UFs15.2/-S-34轴5UFs15.25UFs15.2/S-43轴5UFs15.25UFs15.2/2.1.2预应力材料预应力筋：采用无粘结预应力钢绞线Fs15.2，抗拉强度标准值fptk=1860Mpa预应力锚具：为Ⅰ类锚具，固定端采用挤压锚，张拉端采用单孔夹片锚。2.1.3预应力筋张拉预应力筋张拉控制应力为1302Mpa，施工时超张拉3%。预应力技术应用区域混凝土强度等级C40，当混凝土强度等级达到100%时方能进行预应力筋张拉。2.2预应力工程的特点预应力分项工程是本工程主体结构工程施工中的重要分项，根据预应力技术在本工程的应用情况，主要有以下突出特点：1预应力技术应用无粘结预应力技术，对专业施工提出较高要求。2本工程预应力筋主要的目的是建立有效应力，因此如何建立有效的预应力和保证预应力的持续有效对结构受力状态非常重要。3工程施工组织难度大，预应力施工处于整个工程工期关键线路上，预应力施工与一般土建分项施工相互穿插进行，施工组织及协调特别重要。一、施工部署3.1工程总体目标3.1.1质量目标符合有关技术、验收规范标准要求，确保工程一次验收合格。3.1.2安全目标：杜绝死亡和重伤事故，一般轻伤事故率控制在1.5‰以下，确保安全生产。3.1.3工期目标：预应力施工工期严格按照合同工期要求，保证施工进度。28n**项目预应力工程施工方案3.1.4文明施工目标：按照重庆市文明施工管理要求，杜绝环境污染，控制扬尘和噪声，符合政府有关环境保护及文明施工方面的措施要求。3.2预应力项目管理组织机构3.2.1由中建股份有限公司组织负责本工程预应力的施工，由项目部安排专业管理人员进行管理，并安排专业作业队伍施工。预应力项目部组织机构图3-1。图3-1预应力项目部组织机构图3.2.2人员组织组织有关人员熟悉图纸，学习有关规范，向作业人员进行技术安全交底。组织技术人员进行预应力图纸深化设计。28n**项目预应力工程施工方案根据设计图纸及规范要求编制专项预应力施工方案。准备有关预应力材料试验。3.3施工段的划分根据本工程单体多，各施工段即以各展厅为施工段。预应力工程施工施工段划分见图3-2。图3-2预应力施工段划分图3.4劳动力投入根据本工程施工区段划分和工程量、施工进度的要求，土建投入几个施工队，预应力施工队即相应投入相应个数预应力专业施工班组，预应力专业施工队根据工程量和总体工期的要求投入足够的劳力力，以满足工期需要。在预应力施工的高峰期投入预应力施工人员约20人左右。以一个施工段为例，需要的工人见表3-1。表3-1技术工人及辅助工人表序号工种预应力筋铺设端部安装张拉端部割筋1技术工人42422辅助工人66823.5机具准备施工机具见预应力施工的设备一览表3-2。表3-2预应力施工的设备一览表序号设备名称规格型号单位数量1千斤顶YCN-25台42挤压机BJL-60台23高压油泵ZB4-500台64砂轮切割机JIG350台25手持角磨机BOSH100台46电焊机BX3-120-1台47开关箱380v个428n**项目预应力工程施工方案8开关箱220v个23.6材料准备根据本工程预应力施工设计图纸，预应力工程所需主要材料见表3-3。表3-3预应力工程主要材料一览表序号材料名称单位数量备注1无粘结预应力钢绞线UFs15.2，1860级t/2张拉端锚具孔/3固定端挤压锚孔/4穴模、预埋钢板及螺旋筋套/以上材料必须根据工程的总体进度要求合理的组织进场，除上述主材之外还要进行相关的辅助材料的准备，支架筋、电焊条、胶带、22#镀锌铁丝、砂轮片等。3.7施工进度安排预应力分项工程施工穿插于土建主体结构模板、钢筋及混凝土等工序的施工过程中。在施工安排上，按照施工总进度计划的要求进行预应力工程施工进度安排；预应力分项工程的施工与土建主体结构模板、钢筋及混凝土分项工程施工穿插进行、密切协作配合。一方面土建一般分项工程的施工要积极为预应力分项工程的施工创造有利的施工条件；另一方面预应力分项工程施工要配合土建一般分项工程施工，共同按照总进度计划的要求完成施工任务。预应力筋的张拉不在工期关键线路上，对总工期不能造成影响。一、施工方法4.1施工流程及张拉顺序4.1.1施工流程总施工流程按土建施工段进行，预应力筋的张拉流程方向，根据施工段按照各施工段施工的先后顺序进行张拉。4.1.2张拉顺序张拉顺序按各施工段先浇筑先张拉的原则进行。4.2预应力工程施工方法4.2.1梁中预应力筋的布设28n**项目预应力工程施工方案本工程无粘结预应力筋采用后张法施工。预应力筋在梁中的束型为直线。具体布置见图4-1。图4-1无粘结预应力筋布置示意图4.2.2预应力筋的锚固端、张拉端设置预应力筋固定端采用挤压锚，钢绞线进行挤压锚具挤压时，应在挤压腔膜内或挤压套外表面涂上润滑油，压力表读数应满足操作说明书规定，无粘结预应力筋挤压时先剥去涂层，将钢绞线表面油脂清理干净后进行挤压。具体节点见图4-2；无粘结张拉端采用夹片式锚具，节点构造见图4-3。图4-2固定端锚固系统构造（挤压锚具）示意图图4-3无粘结梁张拉端构造示意图4.2.3无粘结预应力筋的施工1施工顺序梁钢筋骨架安装→支架的焊接固定→无粘结筋铺设→张拉端埋件安装→28n**项目预应力工程施工方案隐蔽工程验收→混凝土浇筑与养护→张拉端清孔装锚具→预应力筋张拉→张拉端切割封头。2现场无粘结筋的制作无粘结筋的下料制作场地宜选在使用点附近，即无粘结筋进场时就应卸在下料地点,以减少场内运输。①无粘结预应力筋下料长度L＝无粘结筋长度＋张拉端工作长度。②放线下料成盘供应的无粘结筋重量约为1～1.5t,在放线时尽量减少破损。现场用砂轮切割机下料。下料中仔细检查无粘结筋个别破损处，及时用胶粘带封裹。下料时对不同长度的无粘结筋分类编号。3无粘结预应力筋铺放①无粘结筋铺放工艺流程:安装梁底模→绑扎除S型拉筋外的所有梁筋及混凝土保护层垫块→在箍筋上画出预应力筋坐标位置并焊接钢筋托架→预应力筋质量检验.下料→预应力筋穿入→绑扎梁S型拉筋→安装梁两侧模板→绑扎楼板钢筋→检查和验收→浇筑混凝土（留置混凝土试块）→混凝土养护→拆梁侧模和楼板底模板→锚具质量检查→千斤顶校验.检查张拉设备和压试块→预应力筋张拉→拆梁底模及支撑→切割端部钢绞线.端部封裹。②无粘结预应力筋布束要点：A无粘结预应力筋绑扎要求位置准确。B一般情况下各种管道应在预应力筋布置好后铺设,并尽量为预应力筋让路。C无粘结筋与锚垫板垂直。张拉端承压钢板与螺旋筋点焊固定，挤压锚的承压钢板与螺旋筋用扎丝固定。D预应力筋张拉端位于梁侧，用塑料穴模留洞，承压钢板与预应力筋要垂直，并与钢筋电焊固定。具体见图4-4。28n**项目预应力工程施工方案图4-4无粘结预应力筋出梁侧张拉端做法示意图E作隐蔽工程检查时，检查的重点是无粘结筋塑料套管有无破损；无粘结预应力筋标高是否与设计要求一致；张拉端和固定端安装是否妥当；张拉端外露长度是否足够；无粘结预应力筋远看是否是一条直线；检查后作记录备档，立侧模前纠正。F无粘结预应力筋敷设定位后方能进行水电管线敷设，确保预应力筋位置准确。4混凝土浇筑①在浇筑混凝土之前，需再对无粘结筋束形.数量.各关键位置及埋入端锚具进行认真检查，发现问题及时改正；②浇筑混凝土前，应进行隐蔽工程检查验收，并填写“隐蔽工程检查验收单”进行分项工程交接；③浇筑混凝土时，严禁踏压无粘结筋及触碰锚具，确保无粘结筋的束形和高度的准确；④混凝土应振捣密实，尤其是张拉端和固定端的预埋承压垫板处不允许出现漏振和孔洞。⑤加强混凝土养护，夏季应防止水份蒸发.冬季应防冻。5预应力张拉①混凝土强度应达100%后方可进行张拉，正式张拉应有同条件养护试块的试压报告，张拉前应计算出各段预应力筋伸长值报监理复核。②设计张拉控制应力σcon=0.70fptk即1302Mpa，施工时超张拉3%。预应力筋的张拉程序为：0→0.1σcon(量初值)→0.6σcon→1.03σcon（量终值）→28n**项目预应力工程施工方案锚固。③每束预应力筋的张拉力为N＝1.03σcon·As。④张拉伸长值应从0.1σcon→1.03σcon，分三次量测，并作现场记录。⑤张拉时油压应缓慢.平稳上升。⑥张拉顺序均注意对称张拉。⑦实际伸长值与计算伸长值偏差应在＋6%～－6％之内，否则应暂停张拉，查明原因并采取措施后方可继续张拉。⑧锚具张拉回缩值应控制在6～8mm范围之内。6封端保护张拉后的无粘结筋应立即进行封端保护，用手提砂轮切割机切除张拉后多余的预应力筋，切割处离夹片不小于30mm。再用微膨胀细石混凝土密封。4.3预应力筋伸长值的计算和测量4.3.1、伸长值的计算：1、预应力伸长值△L，可按下式计算：ΔLT—张拉伸长值；Fj—预应力筋张拉端张拉力；AP—预应力筋截面积；EP—预应力筋弹性模量；K—每米孔孔道局部偏差摩擦影响系数；μ—预应力筋与孔道壁之间的摩擦系数；θ—从张拉端至固定端曲线孔道部分切线的总夹角（rad）。理论伸长值计算时,预应力筋的摩擦系数取值如表4-1所示。表4-1预应力筋的摩擦系数取值预应力筋种类ku28n**项目预应力工程施工方案无粘结φ15.2钢绞线0.0040.092、本工程预应力筋伸长值如表4-2所示，本表为100%张拉力时的伸长值。表4-2预应力筋伸长值预应力筋部位预应力筋伸长值（mm）预应力筋伸长值范围（mm）备注B-D轴跨264248～279D-E轴跨152143～162E-F轴跨225211～238F-G轴跨152143～162G-H轴跨266250～282H-J轴跨152143～162J-M轴跨264248～2794.3.2、伸长值的测量张拉初始，预应力筋的收紧有可能使外露预应力筋长度发生变化，在本工程开始张拉预应力筋时，选取部分有代表性的预应力筋用精确测量法测量其伸长值，并将记录精确到毫米。1、精确测量方法将千斤顶加压到0.1σcon，这时预应力筋的张拉应力为σA，此时开始测量并记录预应力筋长度LA，即图4-5中A点，然后逐步增加压力，直至控制张拉力，测量记录此时的预应力筋长度LB，图4-5中B点。推算伸长值计算简图示意见图4-5。△L2=LB-LA由于在弹性范围内，伸长值与应力成正比，因此△L1的计算公式为：△L1=(σA·△L2)/(σcon-σA)预应力筋的总伸长值为：△L总=△L1+△L228n**项目预应力工程施工方案图4-5推算伸长值计算示意简图2、常规测量方法：张拉前测量预应力筋外露长度L1，并作记录；安装千斤顶，启动油泵进行预应力筋张拉，张拉力达到设计值时测量预应力筋长度L2，并作记录，L2减去L1所得之差即为伸长值△L，△L=L2-L1张拉过程中以应力控制为主通过油表读数及伸长值测量对预应力筋张拉实行双控管理，其实际伸长值与设计计算理论的相对允许偏差为±6%。如超出范围应立即停止张拉，待查明原因后方可继续张拉。一、质量保证体系及控制措施5.1建立质量保证体系项目部建立以项目经理为组长、项目技术负责人、质量总监为副组长的预应力工程质量保证体系管理小组，全面行使预应力工程质量管理工作。项目技术负责人负责本工程的质量策划工作，工程技术部协助工作，负责具体落实。根据质量保证体系组织机构，建立健全岗位责任制度和质量监督制度，坚持系统、全面、统一和职务、责任、权限、利益相一致的原则。明确职责分工，落实质量控制责任，通过定期和不定期的检查，发现问题，总结经验，纠正不足，奖优罚劣，对每个部门每个岗位实行定性和定量的考核。5.2质量控制要点5.2.1材料及检验措施1、预应力钢绞线1）本工程选用直径Fs15.2低松弛预应力钢绞线，强度等级为1860Mpa。预应力钢绞线的材料性能见表5-1。表5-1预应力钢绞线的材料性种类符号d（mm）fptk（N/mm2）fpy（N/mm2）f`py（N/mm2）Es（N/mm2）钢绞线Fs15.241860132039019500028n**项目预应力工程施工方案d—钢绞线的外接圆直径；fptk—钢绞线的强度标准值；fpy—钢绞线的抗拉强度设计值；f`py—钢绞线的抗压强度设计值。2)无粘结预应力筋的质量要求无粘结钢绞线外包层材料是采用聚乙烯或聚丙炳,严禁使用聚氯乙烯，无粘结钢绞线涂料层的防腐油脂要求在-20－+70°C温度内不流淌,不裂缝,变脆,并有一定韧性,化学稳定性好,对周围材料无侵蚀作用,不水吸湿防水性好,防腐好,润滑性好,摩阻力小,其包塑质量应符合下表5-2中的标准值要求。表5-2无粘结钢绞线包塑质量标准材料名称检测项目单位标准值北京(BUPC)标准防腐油脂单位涂层重量G/m50>40.0外包塑层厚度mm0.8～1.21±0.103）进入施工现场的钢绞线应提供出厂质量证明书或试验报告单，钢绞线每盘上都应挂有标牌，标牌上写明钢材品种，直径，强度级别，重量，出厂日期等。钢绞线进场时应按型号.种类分批检验。检验内容包括查对标牌，外观检查，抽取试样作力学性能试验，检验合格后方能使用。4）每批钢绞线经外观检查合格后，从中任取3盘，在每盘钢绞线端部各截取1根试样组成一组，进行抽样试验。试验项目包括直径检验，屈服强度.抗拉强度和伸长率，以上力学性能必须符合《预应力混凝土用钢绞线》GB/T5224标准，当有一项试验结果不符合标准的要求，取样盘为不合格品。再从未取过样的钢绞线中取双倍试样进行检验，如仍有一项试验结果不合格，则该批钢绞线为不合格品。5）钢绞线拉力试验每一验收批重量以60吨为一批，取5%/盘（不少于3盘），各截取一个试样进行拉力试验。同一单位工程中每种型号的钢绞线每一验收项目取样不得少于一次。6）钢绞线验收拉力试验时，必须同时测定其弹性模量，以计算.校核张拉伸长值。2、预应力钢绞线用锚具预应力钢绞线用锚具质量要求见表5-3。表5-3预应力钢绞线用锚具质量要求28n**项目预应力工程施工方案序号预应力钢绞线用锚具质量要求1均采用Ⅰ类锚具，符合《预应力筋用锚具、夹具和连接器应用技术规程》GB/T14370-2000的规定。2锚具进入施工现场，必须提供质保书。3收料进库时须进行外观检验，从每批中抽取10%且不少于10套锚具，检查锚环.夹片外形尺寸及表面质量，当有一套外形尺寸偏差超过产品标准或表面有裂纹时，则不得使用。锚垫板外形尺寸应符合产品标准。4硬度检查：应从每批中抽取5%，但不少于5件锚具，对其中有硬度要求的锚环和夹片等硬度试验，多孔夹片式锚具，每套至少抽取5片夹片。每个锚环和夹片测试三点，其硬度偏差不应大于设计要求。5静载锚固性能试验：经上述两项试验合格后，Ⅰ类锚具应从同批中抽取6套锚具，组装成3个预应力筋锚具组装件进行静载锚固性能试验。如有一束试件不符合要求，应更换锚具。锚具一般应由生产厂提供静载锚固性能试验报告，当设计有专门规定时，按设计规定数量试验。6锚具使用之前须进行力学性能检验，以每2000套为一检验批，进行夹片表面硬度检验(应从每批中抽取5%且不少于5套)。5.2.2预应力张拉设备的质量控制1、张拉设备的标定张拉设备须配套进行标定：一表一顶（张拉用压力表精度为不低于1.5）。标定有效期限为半年一次，超出半年有效期限或压力表损坏及不回零.千斤顶故障修复之后，均须重新进行标定才能使用。2、张拉设备检查预应力工程张拉之前，张拉设备应事先检查：运转是否正常，油料是否足够洁净及符合气温要求。5.3质量保证措施1、在预应力施工之前要对工程的每道工序进行详细和明确的技术交底，按工艺卡标准组织施工，上下道工序之间相互配合，并作好工序的交接工作，并作好交接记录，严禁上道工序不合格而进行下道工序的施工。施工过程中应认真的检查各项技术措施的执行情况，按标准检查施工质量并作好施工日记。28n**项目预应力工程施工方案2、预应力筋张拉时如有个别的钢绞线发生了滑丝或断丝的情况，可以降低张拉力，但是滑丝或断丝的数量不能超过同一截面的1%，且每束中仅允许一丝。3、采取先进的检测仪器，对预应力工程的施工质量进行检测，预应力施工质量的好坏关键看在混凝土中建立的预压应力是否达到了设计预期的目的，以及在预应力筋张拉时对预应力筋孔道的性质进行测定，测定其摩阻系数，如果摩阻系数偏大就可以采用一定的措施来减小孔道的摩阻系数，从而更好的保障了工程的质量。4、预应力筋张拉使用的千斤顶必须是经过实验室标定的，并且是在标定的有效期的时间内进行施工；每次机械设备使用完毕之后要进行保养，以保证千斤顶的正常工作；在施工的过程如发现千斤顶和压力表显示不正常或实际的张拉伸长值和理论伸长值相差太大，那么要对千斤顶进行重新标定。5、专职的预应力质量检查员对预应力施工的全过程进行跟踪检查，建立严格的检查制度，班组之间要进行自检、互检和交接检，对质量问题要不放过，实行班组施工挂牌留名制度，以便追查责任，技术人员应认真检查。5.4施工应急措施预应力在张拉时，如遇到滑丝时，应及时退锚，退锚后应更换锚具清理钢绞线张拉断后重新张拉。如遇断丝等现象，应停止张拉，报相关人员，制定出切实可行的处理方案并经相关部门同意后方可进行施工。5.5资料归档预应力专项施工技术资料由项目部技术负责人及时整理，发现问题及时与设计、监理等部门协调、通报。专项施工技术资料按规定整理成册，在专项施工完成后及时整理完成，预应力专项工程可单独验收或与主体结构同时验收。有关资料要求如下：序号资料名称收集时间1预应力施工组织设计施工布筋前2钢绞线产品质量证明书每批材料进场后3锚具质量合格证每批材料进场后4预应力筋进场复试报告材料每检验批复试后5锚具进场复试报告材料每检验批复试后6张拉设备校验报告预应力筋张拉前7预应力专项施工报验、隐检、质评等记录每区段布筋后，浇筑混凝土之前8混凝土强度试验报告预应力筋张拉前28n**项目预应力工程施工方案9预应力筋张拉记录预应力筋张拉后10设计变更、洽商施工过程中11技术交底各区段施工期间12安全交底各区段施工期间一、安全文明施工措施6.1安全管理体系6.1.1安全管理体系安全管理体系是我单位综合管理体系的一个组成部分，依据《GB/T2800-2001职业健康安全管理体系规范》要求，建立职业健康安全管理体系，对职业健康安全危害风险进行有效的控制，并不断改进安全及职业健康绩效。针对本工程的规模和特点，在整个工程施工期间，建立以项目经理为首，由项目副经理、安全员、专业工长、施工员、各方面的管理人员以及施工作业队人员组成的安全管理小组。项目安全管理体系见图6-1。项目部预应力技术负责预应力现场负责安全员预应力各施工班组图6-1安全管理机构图6.1.2安全管理方针安全管理小组全面落实“安全第一、预防为主、综合治理”的安全管理方针。6.2安全管理职责6.2.1项目经理安全职责：28n**项目预应力工程施工方案在公司的领导下对整个预应力工程的安全生产负全面领导责任；贯彻执行劳动保护和安全生产的政策、法令、规章制度，结合项目工程特点及施工全过程的情况，制定本项目各项安全生产管理办法，并监督实施；健全和完善用工管理手续，严格用工制度与管理，适时组织上岗安全教育，要对职工的健康与安全加强管理，加强劳动保护工作；组织落实施工组织设计中安全技术措施，监督项目工程施工中安全技术交底制度和设备、设施验收制度的实施；领导、组织施工现场定期的安全生产检查，发现施工生产中不安全问题，组织制定措施，及时解决。对上级提出的安全生产与管理方面的问题，要定时、定人、定措施予以解决。6.2.2预应力现场负责人安全职责；项目副经理协助和配合项目经理开展安全生产工作，是安全生产第二责任者；坚持生产必须安全的原则，落实安全生产方针、政策和各项规章制度，明确各业务人员的安全生产责任和考核指标；组织实施安全技术措施，进行安全技术交底；在施工现场定期进行安全生产检查，对存在的不安全问题，组织制定整改措施。对上级或地方检查提出的安全生产与管理方面的问题，要定人、定时、定措施予以解决；认真做好专业队和劳务人员上岗教育，以提高安全技术素质，增强自身保护能力；6.2.3预应力技术负责人安全职责；组织编制施工组织设计、施工方案，技术措施时，要制定有预应力工程针对性的安全技术措施，并随时检查、监督、落实；项目工程应用新材料、新技术、新工艺，要及时上报，经批准后方可实施，同时要组织上岗人员的安全技术培训、教育。认真执行相应的安全技术措施与安全操作工艺、要求，预防施工中因化学物品引起的火灾、中毒或新工艺实施中可能造成的事故；主持安全防护设施和设备的验收。发现异常情况应及时采取措施，严禁不合标准的防护设备、设施抽通行证使用；参加安全生产检查，对施工中存在的不安全因素，从技术方面提出整改意见。6.2.4安全员职责：认真贯彻执行安全生产方针、政策、法规及国家、行业、地方、企业等有关安全生产的各项规定，用规范化、标准化、制度化的科学管理方法，协助项目领导搞好安全施工，创建文明安全工地；28n**项目预应力工程施工方案做好安全生产宣传教育工作，总结交流推广安全先进经验；负责组织召开和主持每周至少一次的有所有在现场工作的工人和其他工作人员参加的安全生产例会，每天至少对现场安全生产状况进行全面检查并作好记录，负责安全技术交底技术方案的安全把关，负责制定或审核安全隐患的整改措施并监督落实，负责安全资料的整理和管理，确保所有的安全设施都处于良好的运转状态。深入施工现场各作业环境，按规定认真监督检查，掌握安全生产状况，纠下违章作业，消除不安全因素，如实填写日检表或记载所发现、处理的不安全问题；检查发现的不安全问题除当即指令改正外，还要下书面整改通知，限期改正；对违章作业除立即制止外，情节严重的要处以罚款，对安全状况差的队组，提出处罚意见送领导研究处理；发现重大险情或严重违章，必须令其停工，迅速撤离危险区，并立即报告有关领导处理后方可复工；做好项目工程安全管理基础资料的收集，归档成册，建立健全建设JGJ59-99标准规定的安全管理资料和文明安全达标考核所需资料，建立特种作业工种和工伤事故台帐；开展安全检查、监督工作，严格管理；发生工伤或未遂事故要立即上报，保护现场，配合事故调查，督促落实预防措施。6.2.5施工员安全职责：认真执行安全技术措施及安全操作规程，针对生产任务特点，向班组进行书面安全技术交底，履行签认手续，并对规程、措施、交底要求执行情况经常检查，随时纠正违章作业；经常检查所辖班组学习安全操作规程，开展安全教育活动；对工程应用的新材料、新工艺、新技术严格执行申报、审批制度，发现问题，及时停止使用，并上报有关部门或领导。6.2.6各班组负责人安全职责：认真执行安全生产的各项法规、规定、规章制度及安全操作规程，合理安排班组人员工作，对本队人员在生产中的安全和健康负责；按制度严格履行各项劳务用工手续，做好本队人员的岗位安全教育，经常组织学习安全操作规程，监督本队人员遵守劳动、安全纪律，做到不违章指挥，制止违章作业；28n**项目预应力工程施工方案必须保持本队人员的相对稳定，人员变更，须事先向有关部门申报，批准后新来人员应按规定办理各种手续，并经入场和上岗安全教育后方准上岗；经常组织班组人员学习安全操作规程，监督班组人员正确使用个人劳保用品，不断提高自保能力；班前应针对当天任务、所使用的机具、设备、防护用具及作业环境等情况向各工种进行详细的书面安全交底，施工过程中监督其执行情况，发现问题，及时纠正、解认真做好新工人的岗位教育；发生工伤事故时保护好现场并立即上报工长。6.2.7作业人员安全生产责任认真学习，严格执行安全技术操作规程，模范遵守安全生产规章制度；积极参加安全活动，认真执行安全交底，不违章作业，服从安全人员的指导；发扬团结友爱精神，在安全生产方面作到互相帮助、互相监督，对新工人要积极传授安全知识，维护一切安全设施和防护用具，作到正确使用，不准拆改；对不安全作业要积极提出意见，并有权拒绝违章指挥。6.3安全管理制度6.3.1安全生产责任制项目经理是本工程的安全第一责任人，对其职责范围内的安全生产工作负责任。安全工作必须做到领导认识到位、管理到位、责任到位。明确规定各职能部门、各级人员在安全管理工作中所承担的职责、任务和权限，形成一个“人人讲安全、事事为安全、时时想安全、处处是安全”的良好施工氛围。6.3.2持证上岗制度项目经理、安全员、施工员等各级管理人员和特殊工种操作工人佩带胸牌并持证上岗。6.3.3安全生产目标在开工前，明确安全生产总目标，并根据总目标制定相应的安全措施，确保安全目标的实现。6.3.4安全奖惩制度根据规定对安全生产工作做出成绩的单位和个人给予奖励，对于违章施工的单位和个人给予处罚，并追查责任。6.3.5安全检查制度28n**项目预应力工程施工方案建立定期检查与不定期抽查结合的安全检查制度，查安全隐患、查事故苗头，消除不安全因素。通过安全检查增强广大干部职工的安全意识，促进企业对劳动保护和安全方针、政策、规章制度的贯彻执行，解决安全生产上存在的问题。6.3.6教育培训制度加强全员安全教育和技术培训考核，施工前按照“技规”、“行规”等有关施工安全的规定，制度相应的施工安全措施，组织全体施工人员认真学习，并贯彻执行，使项目经理各级领导和广大职工认识到安全生产的重要性、必要性。懂得安全生产、文明生产的知识，牢固树立“安全第一、预防为主”的思想，自觉地遵守各项安全生产法令和规章制度，保证施工生产按计划、有秩序的进行，确保施工安全。6.3.7开展群众性的安全管理活动根据实际情况采取不同的形式组建安全管理TQC小组，严格按照PDCA循环的四个阶段（即：计划、实施、检查、处理四个阶段）、八大步骤（调查分析现状，找出问题，分析各种影响因素，找出主要影响因素，针对主要影响因素制度措施；执行措施，检查工作效果，巩固措施、制度标准，遗留问题转入下一个循环等八个步骤），制定出每旬、每月的活动计划，规定每次活动的时间、内容、目标等，并组织实施，直至达到解决问题的目的。6.3.8事故申报制度严格执行国务院《关于企业职工伤亡事故和处理》的规定，认真做好意外职工伤亡、施工机具损坏等事故统计、报告、调查和处理工作。所有事故在规定的时间内申报。对事故进行详细调查，并写出事故调查处理报告。6.4安全生产措施6.4.1总体要求在整个合同履约期内，遵守有关安全生产的法律、法规、规范、规章和规范性文件等的要求或规定。项目经理对安全生产负责全面责任；项目经理要认真贯彻和组织实施上级制定的有关安全生产的检查制度、验收制度、事故报告制度及其它安全管理制度和规定。项目经理及全体施工人员必须牢固树立“没有安全，没有质量，就没有工期”的意识，坚决贯彻“安全第一，预防为主”的方针，严格执行国家、上级主管部门有关安全生产的的规定，并成立施工现场安全领导小组，检查安全设施，建立健安安全责任制，做到管理到位，责任到岗。按以下要求认真做好安全教育和安全交底。A、对进场的工人开始工作前要进行一次普遍的书面安全交底并办好签证手续，对新工人、合同工、临时工、民工工进行特殊的安全教育。28n**项目预应力工程施工方案B、工长在向班组人员下达施工任务时要针对不同操作对象和工作地点进行口头安全交底，交底要有针对性和及时性，内容要细致全面，并要做到班前交底、班中监督、班后有检查、活后有总结。C、工长和班组长对改变工种调换工作岗位的工人，必须按规定进行新工种和工作岗位的安全教育和安全交底。D、按时进行周一上午一小时的安全教育活动，开展班组安全自我检查和班组互查活动，总结经验，消除隐患；对违章违纪者予以处罚，对在安全生产中有突出成绩者予以奖励。为确保本工作安全施工中还须设立足够的标志、宣传画、标语、批示牌、警告牌、火警、匪警和急救电话提示牌等等；施工现场配备足够数量且符合国家标准要求的安全带、安全绳、安全帽、安全网、绝缘鞋、绝缘手套、防护口罩和防护衣等安全生产用品；本工程所有机械设备包括各类电动工具均要有安全保护和接地装置和操作说明；现场设立装备良好的临时急救站和配备称职的医护人员；在主要作业场所和临时安全疏散通道设置24小时36伏安全照明和必要的警示等以防止各种可能的事故；配备足够数量的合格手提灭火器；设置装备良好的易燃易爆物品仓库和相应的使用管理制度；对涉及明火施工的工作制定诸如用火证等的管理制度；对现场内所有人员进行进场前安全教育，加强法律法规的收集，注重危险源识别，编制安全管理方案及应急预案；所有下料组装、张拉灌浆、电焊机、切割等机警设备操作人员、电工等特殊工种必须是经过专业培训并取得相关证书，技术熟练、持有特殊工种操作证或临时操作证的人员；所有工人在进场作业前必须进行“三级”安全教育，考核并颁发安全上岗证；应按发包方和监理工程师的要求，随时向发包方和监理工程师出示这类证件。6.4.2预应力工程施工预应力分项工程的施工过程除了遵守和执行项目部的安全方面的措施之外还必须遵守和执行本行业内部的规定：1、所有进入施工现场的人员都必须戴安全帽，高空作业必须系安全带，禁止穿高跟鞋、拖鞋、硬底鞋和易滑鞋，严禁酒后上班。场内安全标志醒目。2、牢固树立“没有安全，就没有质量，就没有工期”的安全意识，坚决贯彻“28n**项目预应力工程施工方案安全第一，预防为主、综合主力”的方针，严格执行国家、省市相关部门以及公司制定的安全生产规定，成立安全管理小组，检查安全设施，建立健全安全生产责任制，做到管理到位、责任到岗。3、认真作好安全教育和安全交底。进入施工现场的人员要注意观察周围环境，做到看上顾下；看上面是否有易坠物或有人正进行施工作业，要做到及时闪躲；看下面是否有料物绊脚、扎脚或是否有未加护盖的洞口。4、所有进场的机械设备要维护保养好，严禁带病运转和操作。5、操作机械设备严格遵守操作规程，按规定配备防护用具。机械设备实行一机一闸一保护。6、对张拉平台、脚手架、安全网、张拉设备等，现场施工负责人要组织检查，安全后方可使用。7、打开成盘预应力筋进行下料时，应采取有效措施防止预应力筋弹开伤人。8、预应力筋张拉时，操作人员要控制好油泵进油的速度，给油要均匀，加荷要平稳缓慢，持荷要稳定；张拉操作人员不得站立在千斤顶的后面，量测千斤顶时不能触摸千斤顶，记录人员要随时观察混凝土结构的变化情况，张拉操作人员要注意观察油泵压力表指针有无异常摆动，若有特殊情况应立即停止张拉，待查明原因采取措施后，方可进行张拉。9、预应力筋张拉施工时张拉端正面不得站人，张拉位置的下面不应有人通行，以免锚具、工具等掉落，造成不必要的损害。10、在结构周边或孔洞处切除部多余预应力筋时应注意采取措施防止预应力筋坠下伤人。11、夜间施工要有足够的照明。12、无论任何工种，施工期间严格遵守安全操作规程，严禁违章作业。6.4.3高处作业及临边防护施工中对“四口、五临边”及高处作业的安全防护设施，包括护身栏杆、脚手架、洞口盖板和加筋、竖井防护栏杆、防护棚、防护网、坡道等等应严格检查工作，发现有缺陷和隐患时，必须及时解决；危及人身安全时，必须停止作业；高处作业中所用的物料，均应堆放平稳。工具应随手放入工具袋；作业中的走道、通道板和登高用具，应随时清扫干净；拆卸下的物件及余料和废料均应及时清理运走，不得任意乱置或向下丢弃，传递物件禁止抛掷；雨天进行高处作业时，必须采取可靠的防滑措施；28n**项目预应力工程施工方案因作业必须，临时拆除或变动安全防护设施时，必须经施工负责人同意，并采取相应的可靠措施，作业后立即恢复；防护棚搭设与拆除时，应设警戒区和派专人监护，严禁上下同时拆除；临边作业搭设防护栏杆，防护栏杆应由上、下两道横杆及栏杆柱组成，上杆离地高度为1.2m，下杆离地高度0.6m。栏杆柱2m一道，栏杆连接牢固，有足够的稳定性。洞口作业：板的洞口，必须设置牢固的盖板、防护栏杆、安全网或其他防坠落的防护设施。边长在150㎝以上的洞口，四周设防护栏杆，洞口下张设安全平网；施工现场通道附近的各类洞口与坑槽等处，除设置防护设施与安全标志外，夜间还应设红灯示警。6.4.4施工机械管理工长对机械的安全操作规程及注意事项进行交底，并由机械技师对所有机械性能进行检查，合格后方可使用；非特殊工种，不得从事特殊工种作业，操作简易机具的作业人员，企业单位的劳动部门要组织培训、考核合格后，由安全部门签发操作证，无证者不准上岗操作；各种机械要有专人负责维修、保养，并经常对机械运行的关键部位进行检查，保证安全防护装置完好无损，灵敏可靠，预防机械伤害事故的发生。各种机械设备视其工作性质、性能的不同搭设防尘、防雨、防砸、防噪音工棚等装置，机械设置附近设置附近标志牌及安全使用规则牌。预应力钢筋、设备起吊必须捆绑牢固，吊勾下方不得站人，吊运绑扎预应力钢筋工作架子必须系好钢丝绳，在无任何牵连的情况下进行吊运，到位后，待工作架放稳，搭好支撑方能放下钢丝绳；当风速达到15m/s（6级以上）时，吊装作业必须停止。做好台风雷雨天气前后的防范检查工作。夜间施工要有足够的照明；6.5施工临时用电管理措施供电系统采用TN-S系统，实行三相五线制，将电器设备的工作接零与保护接零分开，施工现场干线电缆要穿管敷设，配电箱间配线也穿管保护。各施工人员应掌握安全用电的基本常识和所用设备性能，用电人员各自保护好设备的负荷线、地线和开关，发现问题及时找电工解决，严禁非专业电气操作人员乱动电器设备。28n**项目预应力工程施工方案所有用电设备，必须按规定设置漏电保护装置，金属外壳、构架应设置可靠的接零及接地保护，定期检查，发现问题及时处理。加强对使用电焊、电热设备、电动工具的安全管理，维修保管由专人负责。现场施工电箱内贴本箱系统图，箱门均应配锁，坚持配电用途一致，不得乱接乱拉。电气设备和线路必须绝缘良好，各种电动机具必须按规定接零接地，并设置单一开关；遇有临时停电或停工休息时，必须拉闸加锁。操作人员应掌握一般安全用电知识。操作电器作业时，应穿戴好胶鞋和绝缘橡皮手套。不允许在电缆线上堆放其他物品，也不允许车辆在其上面直接通过，更不允许用电缆线吊挂振捣器等物。行灯电压不得超过36v。在潮湿场所或金属容器内工作时，行灯电压不得超过12v。做好用电防火检查，及时更换老化线路，电线要与易燃易爆材料离开，严禁私自乱拉、乱接电源。临时用电工程安装完毕，由安全部门组织检查验收，检查完后应填写检查验收表。按规定配备现场维护电工，并坚持如下安全用电管理措施：坚持技术及安全交底制度；建立安全检测制度；建立电气维修制度；建立安全用电责任制；建立安全检查和评估制度；建立安全教育和培训制度。6.6防火安全措施贯彻“预防为主、防消结合”的消防方针，施工中认真执行《中华人民共和国消防法》和省市有关消防防火管理规定。落实“谁主管、谁负责”的原则，成立以现场项目班子为主的消防领导小组，制定本工程消防方案和检查制度，定期研究消防工作中所遇到的各种问题，设立各级防火责任人，教育现场每个施工人员要认真执行各项消防安全管理制度，并实施奖罚制度。检查中发现的问题和隐患，要限期改正。坚持安全消防检查制度，防止事故发生。现场实行义务消防员与正式消防员结合，确保消防工作的顺利进行，施工高峰阶段和冬期阶段要组织专项检查。施工现场和生活区临设搭建符合消防要求，水源配置合理，消防器材按规定配备齐全。28n**项目预应力工程施工方案易燃易爆物堆放间距和动火类与氧气、乙炔的间距要符合规定要求，严格执行动火作业审批制度，并配置足够的消防器材。施工员在安排生产时要坚持防火安全交底制度。特别是电气焊、油漆等易燃危险作业时，要有具体的防火要求。电气焊要集中管理，集中设置，严格执行用火制度。现场使用明火作业时，必须按有关规定要求施工。动火必须申请，经项目经理批准才能作业，作业时有专人值班监护，周围无易燃物。进行高空明火或电焊作业，必须在其下方采取相应隔离措施，并设专人跟焊和监管，不得使火种从高空散落，防止事故发生。现场设有专门的消防火器材和系统，设有消防用的储水池，利用地面砖砌的消防水池。消防系统做到布局合理，经常维护、保养，保证消防器材灵敏有效。按施工现场的防火规定，在施工区域设置灭火器材和太平桶，位置设显眼易取的地方，各层都要设在相同的位置。材料仓以及工人休息室等处均设置灭火器和太平桶，现场所有消防器材，不得被其他材料盖住。6.7安全风险应急措施安全生产和防火制度应本着以防范为主的原则，对可能起事故发生的因素进行控制和排队避免事故的发生。工伤事故发生应采取以下措施：如有工伤事故发生应立即向安全部门、企业、发包方及市质量安全监督部门进行报告；抢救伤员；保护好事故现场；排队险情，防止事故扩大；组织人员、设置警戒，维护好出事周围的正常秩序。现场发生火灾火警时应采取以下措施；要立即组织义务消防人员和职工进行扑救；立即组织部门报警，并向消防部门提供火情、电器、易燃易爆物等情况和消火栓位置，以便组织有效灭火；救火方法要得当；电气设备起火；尽快切断电源，用二氧化碳灭火，不要向电气设备上泼水救火；电石库起火：应用黄沙、干粉灭火；化学材料起火：要根据起火物质的性质选择灭火方法，并且要注意防止中毒；28n**项目预应力工程施工方案灭火以后要保护好火灾现场，设专人巡视，以防死灰复燃，并查找火灾原因。一、文明施工及环境保护控制措施7.1文明施工1、遵守总公司的CI、现场管理和生活区和办公区的各种管理制度。2、现场使用的张拉机械设备，要按平面固定点存放，遵守机械安全规程，经常保持机身等周围环境的清洁。机械的标记、编号明显，安全装置可靠。3、各种电箱式样标准统一，摆放位置合理便于施工和保持整洁。各种线路敷设符合规范规定，并做至整齐简洁，严禁乱扯乱拉。4、各施工班组必须做到工完场清，加强施工班组的文明施工意识，必要时制定相应的奖惩措施。7.2环境保护建筑垃圾处理：预应力工程在施工的过程中，张拉端的张拉槽的预留不能用对环境有污染的材料；预应力施工过程中产生的建筑垃圾必须进行回收处理，特别是无粘结预应力筋张拉端部处理留下的油脂和塑料外皮，处理时一定要集中回收，将堆放场地事先进行用混凝土硬化，避免油脂渗漏污染土地。生活垃圾处理：在工地生活区指定的地方做好回收，与环保部门联系，用环卫车运到指定的地方处理。为了更好的实现对环境的保护，对预应力施工班组制定相关的规章制度；落实到每一个人，提高整体环境保护意识。二、其他工种的配合本工程预应力施工交叉作业程序多，工期紧，预应力与其他工种配合尤为重要，在施工前应对配合工种做出详细交底，由项目部召开各工种协调会，书面交底到各工种班组，以保证预应力施工质量。8.1进场准备阶段1、按项目部的管理制度对施工工人食宿问题进行解决。2、设库房两间，用于存放施工机具及零星材料，面积要求不少于40m2并尽量靠近施工现场以便于机具和材料的运输。3、解决施工及生活临时用水、用电。28n**项目预应力工程施工方案4、解决预应力筋等施工材料到达现场后的临时存放场所（约200m2）和预应力筋现场下料场地（约60m×5m）。5、解决预应力施工的现场垂直运输及预应力的卸货问题。8.2布筋阶段1、预应力在预应力钢筋布设前一周的施工进度计划及施工流水段的划分示意图，并应考虑预应力筋需连续布置的特点来安排施工流水段以保证不影响施工进度。2、在搭设脚手架时应注意满足预应力筋张拉空间要求，预应力筋张拉端处外脚手架高度低应低于楼面标高500～1000㎜，脚手架立柱应偏离张拉头至少200㎜。3、预应力梁的支撑体系应有足够的承载力、刚度和稳定性，并应支撑在坚实的受力面上以防混凝土浇筑后由于不均匀沉降引起开裂。4、由于预应力梁自重较大，支模时应考虑按照规范要求适当起拱。5、梁纵筋如在原位进行绑扎，则应待预应力筋布好后再封梁侧模。在封梁侧模时应注意不要使对拉螺栓破坏预应力筋。6、由于张拉的要求预应力筋需要穿出梁、柱或墙的侧面，则在有预应力筋张拉端的地方应待预应力筋张拉端就位后再封模。7、为加快施进度，预应力筋铺设应与普通钢筋铺设穿插进行，绑扎普通钢筋时应注意预留出预应力筋铺设施工的时间和位置。8、普通钢筋定位确保准确，以保证预应力位置准确。9、在梁内预应力筋就位前不得绑扎梁内水平拉结筋。10、在确定梁内箍筋各肢间距和柱内纵筋间距时应考虑腰筋和吊筋的影响，适当加大穿有集束预应力筋的梁箍筋空挡和柱纵筋空挡尺寸，保证集束预应力筋能够顺利穿过。11、施工时如条件许可应尽量将吊筋放置在没有布设集束预应力筋的箍筋空挡内以便于预应力筋施工。12、为避免影响预应力筋准确就位，预应力梁内箍筋弯钩在靠近支座1m范围内应在下，在其它区段弯钩应在上。13、在预应力张拉端的柱筋和梁弯钩应根据预应力梁翻样图中的张拉端节点大样所标示的预应力锚垫板的尺寸及位置来排列以免影响锚垫板的定位。14、为安装锚垫板，部分柱筋及梁弯钩等普通钢筋位置需局部调整，因此应注意对调整好的柱筋及梁弯钩等普通钢筋应焊接牢固并将沟沫做好保护，钢筋工切记不要重新调回原位。28n**项目预应力工程施工方案15、在绑扎楼板内普通钢筋和安装各种管线时应注意不要改变已铺设完成的预应力筋及其支撑钢筋的位置，更不能使其产生破坏。16、在梁内放置拉结筋、梁侧模穿孔安装对拉螺栓及布设墙柱筋时不得挤压预应力筋使其移位、变形或破损。17、钢筋、水电工程在焊接工作中，严禁将预应力筋作为电焊的搭接线，以防预应力筋通电造成强度降低。由于电火花将损伤预应力筋、锚具，因此尽量不要在预应力筋、锚具边烧焊，如遇特殊情况必须施焊时，应采取有效防护隔离措施对预应力筋、锚具加以保护。8.3混凝土浇筑阶段1、砼浇筑前应仔细检查张拉端洞口是否固定牢固，尺寸是否满足要求。2、混凝土浇筑时应加强振捣，尤其是梁、柱节点和预应力筋张拉端、锚固端处，由于预应力筋及非预应力筋非常密集，更应加强振捣并保证密实，不得出现蜂窝或孔洞。3、在混凝土振捣过程中应注意不要使预应力筋、支撑钢筋和锚具的位置发生变动，严禁踩踏预应力张拉端，严禁用振捣棒直接触碰预应力筋。4、砼及外加剂中所含对预应力筋有侵蚀作用特质的含量应符合国家有关规范标准要求。5、混凝土浇筑时应严格控制水灰比，混凝土浇筑完成后应加强养护，防止产生收缩裂缝。6、每区段混凝土浇筑留试块时，除按照常规要求留置外，应另增加两组试块在现场作同条件养护用以进行混凝土强度测定，以便确定预应力筋的张拉日期。6、楼面混凝土浇筑完成后，在支设上层架子管时，应注意在板面预应力筋张拉端垫板后600×1000范围内不得布置横杆或立杆以免影响后期预应力筋张拉操作，并应注意留设出预应力张拉设备的移动通道。8.4预应力筋张拉阶段1、混凝土浇筑完成24h后应将预应力筋张拉端处柱、墙侧模拆除以便进行张拉端剔凿工作，预应力梁侧模也应在张拉前拆除以免影响张拉效果。2、当混凝土达到设计张拉强度后按照要求下发张拉通知单并提供混凝土试块试验报告。3、在张拉过程中，预应力筋锚固端及张拉端均不得站人，且张拉位置下面不应有人能行，以免锚具、工具等掉落，造成不必要的伤害。28n**项目预应力工程施工方案8.5预应力筋张拉完成后阶段预应力筋切除完毕后，土建单位应尽快进行预应力筋张拉端封锚工作。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#t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