一期小区室外给排水施工组织方案 25页

'东江商贸物流城商业住宅·十里东岸一期A标室外给排水管道施工组织方案施工单位：深圳市工务建设工程有限公司编制：审核：审批：日期：年月日　　　　　　 东江商贸物流城商业住宅·十里东岸一期A标室外给排水管道施工组织方案目录一、编制依据1二、工程概况1三、工程目标2四、施工部署2五、施工进度计划3六、室外给排水施工方案3七、雨期施工措施13八、施工技术、质量保证措施15九、成品保护措施16十、施工安全保证措施17十一、文明施工及环境保护措施21十二、消防措施22 一、编制依据1、《工程测量规范》（GB50026-2007）2、《建筑地基基础设计规范》（GB50007-2002）3、《砌体工程施工质量验收规范》（GB50203-2002）4、《混凝土结构工程施工质量验收规范》（GB50204-2002）5、《建筑装饰装修工程施工质量验收规范》（GB50210-2002）6、《建筑地面工程施工质量验收规范》（GB50209-2002）7、《室外给水设计规范》（GB50013-2006）8、《室外排水设计规范》（GB50014-2006）9、《建筑给水排水及采暖工程施工质量验收规范》（GB50242-2002）10、《建筑安装工程质量检验评定统一标准》（GB50300-2002）11、《埋地塑料排水管道施工图集》（04S520）12、《建筑小区塑料排水检查井图集》（08SS523）13、《砖砌化粪池图集》（02S701）14、《埋地硬聚氯乙烯排水管道工程技术规程》（CECS122：2001）15、《建筑小区塑料排水检查井应用技术规程》（CECS227：2007）二、工程概况本方案叙述的是华南城十里东岸一期A标室外管网工程。该地块室外给水管道设计采用PE管电热熔连接，主管道为DN200，靠人行道边敷设，埋深0.7米，过车道采用钢套管保护。主管接自市政给水管道后分接至各栋单体别墅，室外消火栓采用地上式消火栓，阀门井采用砖砌阀门井。 室外排水工程，包括室外雨水、污水，整个排水系统采用雨污分流。雨、污水排水管道采用HDPE双壁波纹塑料管，弹性密封橡胶圈承插式连接，检查井采用塑料检查井，检查井由塑料井座、平壁结构壁管井筒及塑料井盖组成。检查井在车道时采用砖砌检查井。雨水口采用联合式单篦砖砌雨水收集口，雨水经检查井收集后流入市政管网。污水的化粪池采用砖砌化粪池，池壁砖砌及底板顶板浇捣钢筋混凝土。本工程污水经化粪池以后排入污水处理站。一、工程目标1、工期目标确保在合同工期内完成施工任务，交付甲方使用。2、质量目标：在施工中严格按照国家和行业有效规范、标准进行，全面按ISO9002体系管理程序进行施工，检验批报验一次验收合格率100%。工程质量达到国家现行有效规范及标准要求。3、安全生产目标坚持“安全第一，预防为主”的方针。严格按照国家各级安全生产法规规程施工，加强工人安全教育，提高工人自我保护意识，落实安全生产岗位责任制，杜绝重伤、死亡事故和群伤事故，杜绝重大机械、设备交通及火灾事故。4、文明施工目标严格按文明施工要求组织现场施工，推行标准化管理，达到当地安全文明考核标准要求。二、施工部署总体施工方案为按既定的施工区域进行施工，先地下后地上、先深后浅、先主管后支管、井池可随管道同时施工的施工顺序，也可首先施工污水工程的化粪池，等现场具备大面积施工条件以后，在施工雨水管线的土方开挖按下游至上游可依次进行机械及人工开挖，给排水管施工完以后，主管道管沟用河砂及土方分层人工机械夯填，其它支管用人工分层河砂及土方夯填。当管道横穿道路时，过路管道可集中突击施工，当日开挖，当日回填，以免影响道路的使用。 一、施工进度计划本工程的具体开工时间以合同签订的时间为准。确保在合同时间内完成合同约定的施工任务。本工程土方开挖、建筑工程量大，抓紧在管道施工时组织好土方堆放工作，合理安排好雨季施工，抢抓天时，根据本工程土方开挖量大的特点，坚持挖方段、填方段能形成流水作业的原则，分段施工，严禁大开大挖，合理安排好工程开挖断面，争取分段开挖，分段回填，以保证整体工程的连续性和合理进行施工，避免造成乱开挖，形成多个作业面，致使整体工程项目混乱、盲目的现象产生。整个污水工程在段落上、层次上流水作业。行程紧张有序、节奏相连的施工。从而缩短工程工期，保证工程如期完成。本工程控制工期主线的关键工序线路程序为：施工准备工作→清杂、清障→临时便道→沟槽开挖→支撑维护→管道基础→管道铺设→沟槽回填→清场，附属设施在工程中视施工进度穿插进行。二、室外给排水施工方案（一）、施工准备： 1、施工前，认真熟悉图纸、图集、图纸会审记录及变更内容，了解施工工序，做好施工布置。 2、工程所需的材料，经监理部监理审验认可后，进入施工现场使用。 3、将工程所需的工具，整修完好进入施工现场。 4、组织有关施工人员认真学习施工规范及工程技术交底。 5、施工前综合考虑各系统管路布置及标高与土建是否一致。6、施工前将现场影响施工的其它施工单位的临时设施进行统计，交与甲方或监理进行协调，以免影响总工期进度。（二）、机具准备： 主要施工设备、机具一览表序号名　称型　号单位数量1.挖掘机EX210LC台22.自卸式载重汽车8T台33.蛙式打夯机台34.平板振捣器台15.插入式振捣器HZ－50台16.场内机动小翻斗车FYC-15台17.手推车自制辆88.交流电焊机BX3-300台29.水准仪S3台210.经纬仪台111.砂轮机台112.砂轮锯台113.电热熔机台214.水泵台315.试压泵台116.钢卷尺3、5、10、50m把617.手锤个1018.铁锹把1019.铁镐把1520.开关箱、配电箱各种台10(三)、室外给水PE管道施工1、施工流程：施工准备→管沟开挖→管基施工→管道安装→压力试验→系统冲洗→系统调试、回填→送水交工。2、管沟的开挖管沟的开挖采用机械开挖，开挖深度保证管道埋深大于1.0m。管沟沟底的宽度考虑到管道的规格及所用的夯实工具。管沟宽度值：管道公称直径75~200，管沟宽度D+0.3。 3、给水管安装给水管采用PE给水塑料管：以电热熔对接连接。管道安装前，检查符合管壁薄厚均匀，内外光滑整洁，不得有砂眼、裂纹、飞刺和疙瘩，并必须清除管内污垢和杂物，安装中断或安装完毕的敞口处，要作临时封闭或封闭，以防止杂物进入管腔内。PE管道与阀门相连时，采用法兰连接，法兰连接时，螺栓应预先均匀拧紧，待8小时以后，再重新紧固。给水管道穿越繁忙的行车地段时，应设置钢筋混凝土管或做好防腐处理的金属套管，其管径比主管大二号。PE给水塑料管对接熔接方法具体如下：项目作业顺序注意事项备注准备A接通加热板电源B检查是否有伤C打开夹具装配，使之适合于要熔接的管径。u确认电压u损伤深度为厚度的10%以上时切断除掉。加工管道的熔接面A后推夹具B固定刨割机C夹具里夹进管材、管件，并牢固拧紧。D开动刨割机E用油压机加压夹具，削掉管两面。F屑出得均匀时除去加压力，空转2—3回，后退夹具。G拿出刨割机H除掉被削掉的屑。u夹具两面加同样的力，u继续到面均匀为至u特别要完全除掉丢在熔接器底面的屑，不要使之粘到加热板上。u小心刨割机电动机的超负荷，有必要调节油压u调节刨割机的刀片。管的水平A前进夹具，确认管两面是否紧贴，有无误差。B预备紧贴时，检查剩下的油压工程程度。u确认管的水平和垂直状态u没达到水平时调整夹具，重新再切削。熔接A用洒精擦洗管道连接部位B安装加热板C前进夹具，用一定压力使加热板紧贴管道熔融。D熔珠开始形成时，在没有压力的状态下维持加热。u确认加热板温度（210℃±10℃）u确认熔珠出得是否均匀。u请参考维持加热时间图表u维持加热或压榨工序里不能反复加油压。 E维持加热结束后，后退夹具迅速拿出加热板F立即以适当的压力前进夹具，压榨熔融面。冷却A压榨后一定时间内使之自然状态里冷却，脱离熔接机u冷却时间请参考图表检查A用肉眼确认管的连接是否良好。u确认是否出了均匀的熔珠SDR11标准区分加压熔融维持加热维持加热（秒）拿出加热板（秒）压榨（秒）冷却（分）D20-25D30D40D50所规定的插入长度为至10秒15秒20秒25秒5秒以内30秒以内3分以上D75管周边发生熔珠为至D300以下（2—3mm）D350以上(3—4mm)1分5秒以内10秒10秒10秒15秒以内6010分以上D1001分30秒6010分以上D1251分50秒6015分以上D1502分10秒6015分以上D2002分30秒6020分以上D2503分6020分以上D3003分30秒6030分以上D3504分10秒6030分以上D4004分50秒6040分以上D4505分40秒6045分以上D5006分20秒6050分以上D6308分10秒6060分以上D7009分50秒6060分以上D80010分50秒6060分以上加压力（kg/cm2）1.0—1.50.1—0.151.0—1.5管道安装完成并做好保养防裂措施，经试压、冲洗后办理隐蔽验收后回填夯实。4、管道阀门安装管道阀门安装前，应作耐压强试验。阀门安装应保证其型号、规格，耐压强度和严密性试验结果，应符合设计要求和规范规定；位置进出方向正确；连接牢固、紧密、启闭灵活，朝向合理，表面洁净。 5、阀门井砌筑阀门井采用砖砌，井内踏步应随砌随留，井砌至设计标高，抹灰工程施工完验收合格以后，应及时安装井圈，并盖上井盖，井的抹灰砂浆应随拌随用。6、管道垫层及回填夯实管道垫层采用河沙夯实200mm。管道敷设完成后用河沙填至管顶不小于300mm，腋角及初回填要求夯实度至少要达到90%以上，夯实层应该至少达到距管顶150mm的地方，对于距管道顶部少于300mm的地方应该避免直接捣实，然后回填采用原开挖土壤，但其中不得含有结块粘土及最大直径不得超过200mm的石块。如图：（四）、化粪池的施工1、施工流程：土方开挖→垫层混凝土→底板钢筋→底板混凝土→墙体放线→制备砂浆→砖排列→铺砂浆→砖就位→校正→竖缝灌砂浆→勒缝（原浆勾缝）→中部圈梁模板→中部圈梁钢筋→中部圈梁混凝土→砌筑上部池壁→池壁内外粉→顶部圈梁、现浇板模板→顶部圈梁、现浇板钢筋→顶部圈梁、现浇板混凝土→蓄水试验→预制盖板安装→土方回填2、土方开挖：化粪池的土方采用机械开挖，配合人工挖土，严禁超挖，基底设计标高以上0.2—0.3m的原装土，用人工清理至设计标高，挖掘机在坑上作业，根据设计及现场土质情况按1：1的坡度放坡。化粪池的土方开挖时，在化粪池的边角留设一个的集水坑，准备下雨时降水用。开挖后基坑的四周均设置1.5高钢管防护栏杆，栏杆外悬挂密目网，并在基坑周围悬挂安全警示牌。3、化粪池的施工： 1）、化粪池采用砖砌化粪池，化粪池的砌筑在基坑验收合格后进行，采用M10水泥砂浆砌筑，内外为20厚1：2的防水砂浆抹面压光。底板、顶板、圈梁及局部顶板为C25现浇混凝土。化粪池施工时在基坑一侧搭设一个400mm宽200mm高的U型溜槽，以便下料，再搭设一座钢管上下坡道，供人员上下使用，坡道高度同基坑深度。化粪池的的所有钢筋加工场加工，人工装车运至施工现场安装绑扎，底板及现浇板钢筋绑扎时，马蹬数量按照1个/㎡，形状为边长均为200mm，Ф12的钢筋。预制构件的模板在基地加工，预制构件的浇筑在施工现场浇筑，化粪池现浇部分底板、圈梁、顶板的模板均采用组合钢模板，钢管支撑，现浇板采用满堂脚手架做为支撑体系。2）、施工时应遵循以下几点：①、砖的品种、等级、强度必须符合设计要求并有出厂合格证和试验单。砂用中砂，抹灰用砂必须并通过5mm的筛孔。使用前应按有关规定进行检验，水泥进场后，应作安定性和3天强度试验，合格后，方可使用。②、龄期不足28天及潮湿的砌块不得进行砌筑，砌筑前应清除砖表面污物，并在砌筑前提前1天进行浇水，砖的湿润程度必须渗入1～1.5cm。③、砌筑最下部砌体前，应对基础进行检查，符合要求后方可施工，并应根据砌块高度和灰缝厚度计算皮数，制作皮数杆，并将皮数杆竖立于框架柱的侧面。④、必须遵守“三一”原则，砖要砌的横平竖直，灰浆饱满，做到“上跟线，下跟棱，左右相邻要对平”⑤、水平灰缝应平直，按净面积计算的砂浆饱满度不应低于90%，砌筑时的铺灰长度不得超过800mm。竖向灰缝应采用加浆方法使其砂浆饱满，严禁用水冲浆灌缝，不得出现瞎缝、透明缝，竖缝的砂浆饱满度不应低于80%，水平灰缝厚度和竖向灰缝宽度一般为10mm，最小不小于8mm，最大不超过12mm。⑥、砂浆的强度等级和品种必须符合设计要求。砌筑砂浆必须搅拌均匀，随拌随用，盛入灰槽内的砂浆如有泌水现象时，应在砌筑前重新拌和。混合砂浆应在拌置后4h内用完，施工期间最高气温超过30℃，必须在3h内用完。砂浆稠度宜为50mm，每砌筑250m3砌体，应至少制作一组试块。3）、化粪池施工完以后，做蓄水试验，做到不渗不漏。并及时做好验收记录。 4、化粪池回填夯实化粪池砌砖及混凝土强度达到使用要求后，蓄水试验完成在其周围及时回填土并夯实。（五）、室外雨污排水管施工排水管采用直埋式敷设方法，施工顺序按照总体施工方案顺序穿插进行，最后将新建管网与市政管网相连接。1、施工流程：施工测量→土方开挖→管道基础施工→下管和稳管→管道连接（接口）→塑料检查井、砌筑附属构筑物→验收→河砂回填→土方回填2、施工测量：1）、找到准确的永久性水准点，将临时水准点设在稳固和僻静之处，并尽量选择在永久性建筑物上，距沟边大于10m处；2）、沿着管线的方向定出管道中心和转角线，定出检查井的中心点，并与固定建筑物相连。3）、确定堆土、堆料、运料、下管的区间或位置4）、核对新排水管道末端接原有管道的管底标高，核对设计坡度。3、管沟开挖：1）、根据设计图纸、文件、施工规范，按照施工测量、放线结果视沟槽深度、土质，地下水情况，选定开槽断面和沟槽边坡。本工程采用主管为机械开挖，支管用人工开挖方法，管沟槽按土质、石质放坡，根据设计及现场土质情况土石方沟槽按1:1进行放坡，沟槽工作面宽度按《给水排水管道工程施工及验收规范》非金属管道加工作面，即按垫层的外边每边加0.5米的工作面作为施工操作宽度进行沟槽的开挖。如受现场条件限制，放坡不足时，采用坡脚短桩和横隔支撑，以防止沟槽土石的坍塌。2）、开挖沟槽时，应严格控制基底高程，不扰动基面。开挖中，应保留基底设计标高以上0.2～0.3m的原状土，待铺管前用人工开挖至设计标高。如果局部超挖或发生扰动，应换填10～15mm天然级配砂石料或5～40mm的碎石，整平夯实。对于在岩石土壤中的开挖，为了避免与岩石接触，必须为HDPE管道提供一个均一的沟床，开控管沟底时应比规定的等级挖深至少200mm，然后用河沙回填至规定高度，并夯实到90% 或更高的密实度。3）、土方开挖后，在沟槽一侧及主要道路出入口处设置安全防护栏杆，高度1.5米。其它地方则拉设安全警戒线，并张贴安全警戒标语。4）、挖出的土方先弃至不影响下一步施工的沟槽的一侧，待管子铺设完验收合格以后随时回填，多余土方运至甲方指定地点存放。4、管基施工：1）、HDPE双壁波纹管道基础为砂基础，待管沟验收合格后，即可施工管道基础。管基底铺砂200mm厚基础层，基础表面应平整，其密实度应达到85～90%。2）、管道基础中在承插式接口、机械连接等部位的凹槽，宜在铺设管道时随铺随挖。凹槽长度、宽度和深度可按接口尺寸确定。接口完成后，应立即用中粗砂回填密实。3）、砂基础宽度以沟槽开挖宽度进行摊铺，并适量洒水振平。砂下料采用在沟槽边分段搭设流槽。5、管道安装：1）、管道质量要求HDPE双壁波纹管及塑料管件外观质量应符合下列要求：①、颜色应一致，无色泽不均及分解变色线。②、内壁光滑、平整、无气泡、裂口、脱皮、无严重的冷斑及明显的裂纹、凹陷。③、管件应完整无损，无变形、合模缝、浇口应平整无开裂。④、管材、管件得承插口工作面应平整、尺寸准确，以保证接口得密封性能。⑤、每个橡胶圈上不得有多于两个搭接接头，橡胶圈的截面应均匀。2）、下管、稳管下管方式应根据管径大小、沟槽形式和施工机具装备情况，确定用人工或机械将管材放入沟槽。下管时须采用可靠的吊具，平稳下沟，不得与沟壁、槽底激烈碰撞，严禁穿心吊装。稳管具体方法，可在编织袋内灌满黄砂，封口后压在已排设管道的顶部，其数量视管径的大小而异，将每节管子按设计中心位置和标高稳定在基础上。3）、接管① 、接口前，应先检查橡胶圈是否配备完好，确定橡胶圈安放的位置及插口插入深度。②、接口时，应先将承口的内壁清理干净，选用相应的橡胶密封圈，并套入插口槽内，橡胶圈必须安装在第二道肋槽中，要求做到四周均匀、平顺、无扭曲，并在承口的内壁及插口橡胶圈上涂润滑剂（一般用肥皂水即可），如下图所示，按插入方向为水流方向，对准承口中心线用人力或专用机具将被安装的管材慢慢插入承口内直至底部，完成套管。③、接口完成后，随即用沙把预留接口附近处填筑密实。④、雨季施工应采取防止管材漂浮的措施，可先回填到管顶以上一倍管径以上的高度。管道安装完，尚未回填土时，一旦遭到水泡，应进行管中心线和管底高程复测和外观检查，如发现位移、漂浮、拔口现象，应返工处理，绝对不许带水作业。6、管道土方回填：在管道设计土弧基础范围内的腋角部位，必须采用中粗砂回填密实。回填范围不得小于180°,回填密实度应达到95%以上。1）、管道敷设后须经过验收合格应立即进行沟槽回填。在密闭性检验前，除接头外露外，管道两侧和管顶以上的回填高度不宜小于0.5m。2）、从管底基础至管顶0.5m范围内，沿管道、检查井两侧必须采用人工对称（即以两侧相对同时下土，水平方向均匀的摊铺）、分层回填压实，每层回填高度不宜大于0.2m，严禁用机械推土回填。管两侧分层压实时，宜采取临时限位措施，防止管道上浮、管道中心线的移位及管口受损而脱落。3）、管顶0.5m以上沟槽采用机械回填时，应从管轴线两侧同时均匀进行，做到分层回填、夯实、碾压，机械不得在管沟上行走。 4）、回填时沟槽内应无积水，从管基础面至管顶以上0.5m范围内的沟槽回填用河砂，管顶0.5m以上沟槽采用开挖出的良质土回填，良质土中不得含有石块、砖及其它带有棱角的杂硬物体。具体见下图：7、塑料检查井施工：1）、井坑开挖井坑应与管沟同时开挖，开挖时井座主管线就与管沟中管道在同一轴线。井坑边坡与管沟边坡一致。井坑开挖时，不扰动基土超挖；如基土受到扰动，则应按现行的施工验收规范有关规定，根据基土土质采取补救措施。有沉泥室雨水检查井井坑，应根据选用的规格，局部开挖沉泥室深度。井坑开挖应根据选用的规格，考虑井座主管线偏置因素，偏置端的坑壁应与管沟齐平。2）、井基础井底人工夯实，捣100mm厚素混凝土基础后填沙。3）、检查井井座接管安装检查井井座与管道连接安装顺序，应先从接户管上游段开始安装，以井→管→井→管顺序安装，并逐渐向下游支管、干管延伸。井座接头与管道连接施工方法，应与同类型接头和管道连接的方法一致。井座与汇入管、排出管连接需要变径，采用异径接头时，当汇入管径小于井座接口管径时，应管顶平接；井座接出管大于下游管道时，应管内底平接。 管道采用可变角接头或球形接头调整坡度时，当其管径为315mm，采用专用工具，不得使用链条扳手。附加接头的安装，根据井筒尺寸和连接管道的直径，采用专用工具在井壁上开孔，孔洞圆周边缘应平整，安装附加接头不得倒坡。在地下水位较高或雨季施工期间，在管道（含检查井）安装完成（但尚未进行灌水试验）时，采取防止井体上浮的技术措施。4）、井筒安装井筒的长度应为井座连接井筒的承口底部至设计地面的高度，再减去井筒顶至地面的净距。当地面或路面标高难以精确确定时，井筒长可适当预留余量。井筒插入井座应保持垂直。井筒插接时，不使用重锤敲打，采用专用收紧工具。5）、井回填回填在排水管线（含水量管道和检查井）验收合格后进行，并与管道沟槽的回填同时进行。回填前可用砂土袋、钢钎、木支撑将井座、井筒固定，并排除基坑、沟槽内积水。回填从管底基础面至管顶以上0.5mm范围内的沟槽用河砂，后用用沟槽开挖出的良质土，并不得夹带石块、砖及其他带有棱角的硬块物体。回填采用人工分层对称回填，其密实度与管道回填一致，并不使井筒产生位移和倾斜，严禁机械回填。6)、井盖安装井盖安装前应精确测量井筒的长度，切割井筒的多余部分。安装井盖按检查井的输送介质性质确定，污水井盖和雨水井盖等不混淆。有防护盖座的污水检查井的井筒上口安装内盖。一、雨期施工措施根据本工程地区特点及进度计划，管线工程基本在夏秋季施工，连续阴雨较多，制定切实可行的雨天施工技术措施，并且落实实施，主要注意并做好如下方面： 1、成立防汛领导小组，统一做好雨期施工前的准备工作、雨期施工期间的生产安排工作，定期检查防汛措施落实情况，遇到问题及时解决，不留死角。2、随时掌握近期内的天气变化情况，及时将信息反馈给施工技术人员，以便合理安排各部位的施工并及时进行调整，避开恶劣天气对施工生产造成的干扰和影响。3、材料部门应及时做好各种防汛材料的准备工作，防汛材料、机械，一旦需要应能立即投入使用，不得挪做它用。4、现场的各种材料应堆放有序，堆放建筑材料的场地，必须进行检查修整，做到不积水、不下沉。忌水、忌潮的材料应入库保存或盖好，库房特别是水泥库要做到不漏、不塌、不潮、无积水。5、根据本工程现场的自然条件，平整现场时，并充分利用本工程以施工完的雨污水与市政相连的主管道和现况排水沟作为排水出路，以便将汇集的雨水及时排放出，使之畅通，保持现况地面排水。6、施工现场的机电设备应有可靠的防雨及接地保护措施。雨季前应检查照明和动力线有无混线、漏电，埋设是否牢靠等，保证雨季正常供电。对电气设备的接地，按规定进行调整测试，测试结果应满足有关规定。施工电源应集中放在闸箱中，闸箱应架高放置，防止受潮。7、雨后及时排除设备周围的积水，使用机械前应检查电气设备的绝缘是否良好，发现漏电时，应及时进行修理。8、管道沟槽雨天施工具体措施：1）、沟槽开挖必须根据天气形势及施工能力确定开挖段。2）、管道安装应连续施工，中间不留断截，防止泥浆灌入难于情理。对已分短完工的管线，两头要设管堵，以防灌肠。下雨时不宜进行接口作业。遇雨应停止混凝土的施工操作，并将已浇筑混凝土及时覆盖。3）、用于沟槽回填的沙土必须集中堆放、暂存并拍实覆盖。4）、管道凡具备回填土条件的及时回填，回填时，小面积随填随夯，防止松土淋雨，做到不间断施工。遇雨时提前进行平整压实处理并做好排水纵坡和修好排水沟，槽内有水不得回填。5）、降大雨时，停止各分项工程施工，并采取防止沟槽塌方措施。 9、尽量避免下雨时进行混凝土的浇筑作业。雨天应经常测定砂、石原材料的含水量，并应在配合比的加水量中予以扣除。雨量较大时，禁止浇筑大面积混凝土；较小面积浇筑时，应准备充足的覆盖材料，砼在运输、浇筑过程中，以及成型后，及时遮盖，防止雨水冲刷，以免影响砼结构的强度和外观质量。一、施工技术、质量保证措施（一）、施工技术保证措施：1、认真贯彻国家规范及标准，组织各专业人员学习设计图纸和标书文件，领会设计意图，掌握招标文件精神，严格按规范、标准、图纸、招标文件要求开展施工技术管理工作。2、坚持按程序开展工作，落实各级技术管理岗位责任制，分岗定员，落实承包。3、加强业务管理，坚持技术交底制度，各道工序之前应对施工人员进行交底，明确设计要求、洽谈变更、施工条件、操作工艺、质量标准、成品保护、安全防护等方面的要求，并做到手续完备，签字齐全。4、加强对物资及设备的进场检查验证工作，并按照程序规定控制物资及设备进货质量。5、组织有关人员对施工检测设备进行计量检测，确保各类检测设备性性能处于良好的使用状态，保证检测数据的准确性、可靠性。6、加强测量放线复核制度，加强对构筑物轴线和标高的复核。7、编制施工组织设计，实施监控计划，深入现场，跟踪考察技术方案的经济性、合理性、科学性，及时调整方案中存在的各类问题。8、加强施工技术资料的管理，编制施工技术资料目标设计，平时做好各类资料的收集、整理和归档工作。（二）、施工质量保证措施：1、建立以项目经理为首的质量管理网络。 2、项目部设专职质检员，各班组设兼职质检员。认真执行我处一整套成熟的、行之有效的质量管理制度。层层建立和落实工程质量责任制，建立从工长、班组长到分管经理的各级质量责任制，发生质量问题要层层追究责任。做到教育手段、经济手段和行政手段三管齐下。3、认真做好技术交底工作，切实起到指导施工的目的，并根据相关工序的关键项目制定预防措施，以避免质量问题的出现。抓好施工技术学习，负责施工的班组，在开工前，由技术负责人交底后，方可施工，每天开好班前班后会，对当天的工作质量标准进行交代布置。4、施工中认真做好测量工作的管理，运用科学的测量手段，做好全面测量工作，严格控制轴线、标高的检查工作，保证各项工程位置、高程准确，复核设计要求。对已完成的管线及时做好竣工测量。5、各项施工记录，必须及时、准确、真实、认真填写，严禁弄虚作假。发现质量问题要及时向有关部门反映，不得隐瞒不报或擅自处理，并由技术负责人指定相应的纠正措施，并监督施工人员实施。4、工序中发现不符合验评情况的应及时认真地进行处理，严禁把不合格点带入下道工序。 5、施工中做好原始记录、材料试验及见证试验及工序自检等质量保证资料。在施工中发现不合格材料，立即停止使用并及时向工程负责人汇报。 6、施工工程负责人要随时组织质量监查人员对现场施工进行监督检查，提出整改意见。施工班组无条件地进行整改。一、成品保护措施为了在施工过程中及施工完成后对现有成品进行合理保护，避免因管理不善或施工人员操作不当而造成成品损坏，影响其固有的质量特性及工程整体质量。工程项目部将直接负责成品保护工作，并以交底的形式布置落实给现场操作人员，必要时对重点部分编写成品保护方案，报技术负责人审核后执行1、施工前项目经理层层向全体施工人员进行成品保护教育，由施工员或指定专人负责成品保护工作。2、施工过程中，项目经理根据实际情况，在进场的管材等重要的需要保护的设立宣传牌、警示牌，加强成品保护意识。 3、需要时，在施工区域设防护栏，防护布等措施进行保护，防止成品受到损坏。4、对宜损部位，项目部将采取相关措施，细心保护。5、安装工程施工时，操作者不得用切割机、焊机、敲击等有损坏设备的方法进行施工。一、施工安全保证措施（一）、施工安全措施：1、建立以项目经理为组长，项目副经理和专职安全员为副组长，其他个施工队兼职安全员参加的项目施工安全生产领导小组，形成一个安全生产保证体系，对施工过程中的安全工作进行全面管理和控制。安全管理体系网络图如下：项目经理专职安全员各施工队兼职安全员班组长2、安全保证的技术措施安全生产施工是顺利完成工程各项施工任务的重要保证，因此，在抓质量、促进度的同时，做好安全生产施工。1）、树立“安全第一、预防为主”的指导思想，对各级员工做好安全生产、安全技术知识的教育，认真学习安全操作规程，增强安全意识和法制观念。建立健全生产责任制，层层签定安全生产责任状，坚持执行“谁主管生产、谁负责安全”的安全生产管理原则，推广实行奖罚制度。 2）、编制实施安全措施，指定各工种和各种机械的安全操作规程，安排专职的安全员每天巡视现场，监督安全技术措施的执行，每天有安全生产记录，定期召开安全生产会议，并记录在案，建立奖罚制度，发现问题及时纠正，如发现严重的不安全情况时，有权指令停止施工，并立即报告项目经理，经处理后方可继续施工，把事故消灭在萌芽状态。3）、在施工中贯彻“安全第一，预防为主”的方针，严格贯彻执行各项安全组织措施和技术措施，切实做到管生产的同时管安全，保障职工的安全和施工机械设备不受损害，全面有效地实行安全生产。4）、参加施工的各工种人员，做好“三宝”防护，进入施工现场必须佩带好安全帽及现场作业按规定穿戴相应的防护用品、用具。特种专业人员必须持证上岗，严禁无证违章操作，非机电专职人员不得玩弄进行设备。5）、施工现场的防护设施，安全标志和警告牌，不擅自拆动。6）、吊装作业派专人统一指挥，操作工人要掌握作业操作安全规程，在休息、停工或作业中途遇到停电等特殊情况，必须将吊物落地。不悬吊空中，且吊钩应牢固，不左右摇晃。7）、施工现场夜间施工时，必须确保足够亮度的夜间照明灯光，现场电工加强值班巡视及时修复损坏的灯具，确保施工部位的照明需要。沟槽部位设防护栏及红色警示灯。5）、施工开槽作业必须设专人负责。各种管线检查井，在井筒砌筑完毕加盖井盖后，再拆除四周围挡，防止有人就掉入。9）、沟槽部位施工，经常检查槽邦土质稳固情况，发现有裂缝、疏松或支撑走动，要随时采取加固措施。根据土质、沟深、水位、采用的施工机具等情况，确定堆放材料和施工机械距坑边距离。往坑槽运材料，用信号联系。10）、沟槽开挖前要根据土质情况、槽深、水位、工期合理放坡，在放坡有困难时要有牢靠的支撑措施。11）、施工现场严禁焚烧垃圾，严禁明火作业，电气焊等作业区域内，不得有易燃易爆物品。12）、按施工平面图要求布置堆放各种材料、设备，材料必须码放整齐，管材堆放高度应符合规定要求。13）、施工过程，如遇暴雨或六级以上的大风时，必须立即停止施工，必要时应立即采取相应的加固、稳固措施，确保施工安全。（二）、机电设备安全防护措施 1、机械和用电设备，工作前必须认真检查，确认完好后，方准使用。2、土方开挖前，要联系有关部门认真检查地下管线障碍物的位置和深度，并用人工挖掘出确切位置。机械开挖到此处时，需要有一定的安全距离，并采用人工挖槽，严禁机械开挖。在开挖前注意和业主办理好地下管线障碍物准许动工手续和保护措施。3、机械施工时回转半径下方严禁站人和施工操作。4、电气设备和线路必须绝缘良好，电线不与金属物绑在一起，各种电动工具按规定接地接零，并安装单一形成开关和漏电保护装置，遇有临时停电或停工休息时拉闸加锁。5、受压容器应有安全阀、压力表，并避免暴晒、碰撞。氧气瓶严防污染油脂，乙炔气瓶必须有防止回火的安全装置。6、手持电动工具要用无线制电缆，戴好绝缘手套，穿好绝缘鞋，各种漏电保护装置齐全，并经常检查其完好性。在施工时电缆线不得缠绕到用电设备和其他不安全的物体上。7、焊接机械应放置在防雨及通风良好的地方，焊接现场不准堆放易燃易爆物品。交流孤焊机变压器的一次线不大于5m，进线处设防护罩，二次线不宜大于30m。使用气割、电焊前，要消除作业地点的易燃爆物品，对不能消除的要采用非燃物覆盖。8、搅拌机应搭设防砸、防雨操作棚，并使搅拌机固定，不用轮胎代替支撑，移动时必须先切断电源。启动装置、离合器、制动器、保险链、防护罩应齐全完好，使用安全可靠。搅拌机停止使用而升起料斗时，挂好料斗的保险链。维修、保养、清理时必须切断电源，设专人监护。9、机动翻斗车时速不超过5公里，方向机构、制动器、灯光等应灵敏有效，行车中严禁搭乘人员。往槽、坑、沟卸料时，保持安全距离并在槽边设挡墩。10、蛙式打夯机由两人操作，操作人员戴绝缘手套和穿绝缘胶鞋。操作手柄采用绝缘措施。打夯机用后切断电源，严禁在打夯机运转时清除积土。11、所有用电机具在操作时由专职电工接送电。12、氧气、乙炔和操作点的距离不得少于10m，并检查是否漏气。13、电气设备在雨后要进行检验漏电绝缘，防止电路故障。（三）、临时用电安全措施 1、建立对现场临时用电线路，用电设施的定期检查制度，并将检查、检验记录存档备查。2、施工现场临时用电实行"三相五线制"、三级配电两级保护和"一机一闸一保险一箱"的做法，严禁用一个电器开关直接控制二台及二台以上用电设备。所有电器、电气开关均需按规定配线，电器一律接地，机械设备必须执行工作接地和重复接地的保护措施。3、各类配电箱、开关箱安装时内部设置符合有关规定，开关电气标明用途。各类配电箱、开关箱外观完整、牢固、防雨、防尘、箱体涂有安全色标，统一编号，箱内无杂物；停止使用时切断电源，箱门锁上。4、临时配电线路按规范敷设整齐，采用绝缘导线架空安装，不采用塑胶软线，不成束架空敷设，也不沿地面明敷设,电线接头用绝缘胶包扎，并有防雨、防潮措施，施工现场不准随意乱接、乱拖电线。5、线路上禁止带负荷接电或断电，并禁止带电操作。严禁带负荷拉、合开关。停用设备应拉闸断电，锁好开关箱。移动用电设备必须切断电源，在一般情况下不许带电作业，带电作业要设监护人。配电盘或配电线路维修时，应挂停电标志牌。停、送电必须由专人负责。6、施工现场各种用电用器具及有关机械设备，都必须按安全规程要求安设三级漏电保护装置，每次使用前，尤其是受潮淋雨后，都必须由电工检查，确认性能可靠安全的情况下方可使用。配选电缆规格，同时必须时刻注意好电缆的安全保护工作，严防破损，漏电。7、手持电动工具，应符合有关规定，电源线、插头和插座完好，电源线不得任意接长和调换，工具的外绝缘应完好无损，维护和保管由专人负责。8、电源照明采用220V，在电源一侧加装漏电保护器，特殊场所要按规定使用安全电压照明器。使用行灯照明时，其电源电压应不超过36V，灯体与手柄坚固绝缘良好，电源线使用橡胶套电缆线，不使用塑胶线。 一、文明施工及环境保护措施1、建立总平面管理及文明施工管理责任制，实行文明施工。2、施工人员进入现场后，进行文明施工和环保知识的宣传、教育、并进行考核，树立良好的文明施工及环保意识。3、开展文明施工和环保的宣传工作，现场要有标识。4、施工现场内及周边要干净清洁，划分责任区设专人清扫，必要时采取洒水降尘措施。5、现场办公生活应保护整洁、美观。工地临时饭堂，严格执行食品卫生法等有关制度，防止病从口入，职工膳食、饮水符合卫生规定。6、弃土外运时，土车不得过满，避免在运输的过程中发生遗洒，载运土车上路前铺设不少于7m长石渣，防止车轮带土、带泥上路，并在出口处设专人拍实车上土。在现场出入口设置车辆冲洗台，并设专人负责冲洗。7、现场存土经常清扫，现场搬运水泥时避免水泥撒落污染道路和大气。8、施工收工时，各工种应及时清理回收散落材料和工具，做到工完场清，将各种用品和工具放在指定地点，专人保管。9、在施工中，设专用垃圾堆放处，并定时清理，运输垃圾时严禁遗撒；现场少量洒水，以减少扬尘。10、施工污水采取有组织排水，场内设排水沟，并定期清理，雨水、排水和生产废水集中沉淀后排入城市下水道，避免污水遍地流的不文明现象发生。11、虽然施工范围远离居民区，但在施工中应尽量避免减少噪声污染，高噪声的机械夜间停止作业。12、加强对现场附近公共设施的保护。13、定期进行检查和评比以促进工作的开展。 一、消防措施1、施工现场成立以项目经理负责制，由各专业工种队伍或专业分包负责人组成的消防安全工作小组，建立工作制度。2、定期组织进行消防安全检查，落实制度，整治消防隐患，尤其是重点部位，更应制度齐全，措施到位，有岗有人，确保消防工作落实至实处。3、施工现场的可燃气体，如乙炔、氧气、汽油、油漆等不得乱堆乱放，防止露天曝晒，按施工现场的有关规定，配齐消防器材，对易燃、易爆等物品设专库专人管理。4、电气防火措施：1）、要严格按规定，选用与电气设备的用电负荷匹配的开关、电器，线路的设计与导线的规格也要符合规定，以保护装置的完好。2）、照明灯具及发热、产生电火花的电气设备，从安装上、使用过程中都不允许与易燃物靠近，保持一定的距离。3）、配电箱要选用非木质的绝缘材料制作。所有电箱均采用标准电箱，并在配电室、电箱集中放置处设置干粉灭火器、砂池等灭火器具。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&MuWFA5uxY7JnD6YWRr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