20万吨甲醇合成工段土建工程施工方案

'20万吨/年甲醇联合装置建筑安装工程甲醇合成工段土建工程施工方案中国化学工程第十四建设公司二○○五年元月 目录1、工程概况………………………………………………………………………………2、编制说明及编制依据…………………………………………………………………3、施工工艺……………………………………………………………………………4、主要施工方法…………………………………………………………………………4.1土方工程……………………………………………………………………………4.2钢筋工程………………………………………………………………………………4.3模板工程………………………………………………………………………………4.4脚手架工程……………………………………………………………………………4.5砼工程………………………………………………………………………………4.6预制构件的制作………………………………………………………………………4.7构件的翻身及吊装……………………………………………………………………4.8砌体工程………………………………………………………………………………4.9压缩机基础施工………………………………………………………………………4.10钢结构工程…………………………………………………………………………5、施工进度计划…………………………………………………………………………6、主要劳动力计划………………………………………………………………………7、主要施工机具计划……………………………………………………………………8、质量保证措施…………………………………………………………………………9、进度保证措施…………………………………………………………………………10、安全文明施工措施……………………………………………………………………11、冬雨季施工措施……………………………………………………………………… 工程概况河南开祥化工有限公司甲醇联合装置建筑安装工程位于河南省义马市境内，义马发电厂东侧，西距三门峡市约70公司，东距洛阳市51公里。该工程由于正处于设计阶段，尚无详细资料，根据国内同类项目的情况，甲醇联合装置由数个单位工程组成，甲醇合成工段是其中的一个单位工程。甲醇合成工段由两部分组成：一为合成压缩厂房；一为甲醇合成装置。预计合成压缩厂房为预制钢筋砼排架结构，砖墙围护，局部设有钢平台。基础采用钢筋砼独立基础，砌体下基础采用钢筋砼条形基础：屋盖系统采用梯形钢屋架，上铺轻钢保温压形钢板；建筑物内设有钢筋砼吊车梁，并设有桁车一台；大型压缩机基础两台。地面采用不发火地面。建筑物总长150m，宽为18m；建筑面积约5400m2。甲醇合成装置预计为二层钢框架结构，基础采用钢筋砼独立基础；楼板为钢格板，地面采用钢筋砼不发火地面。大致工程量如下表：序号构件名称数量备注合成压缩厂房此工程量仅参考国内同类型项目，详细方案根据施工图编制。1预制柱52根2预制吊车梁50根3钢屋架26榀1、编制说明及编制依据2.1编制说明甲醇合成工段是河南开祥化工有限公司甲醇联合装置建筑安装工程的一个重要单位工程，特编制本施工方案，由于编制依据较少，且无施工图，如我单位中标，将根据施工图编制详细的施工方案以指导施工。2.2编制依据★混凝土结构工程施工质量验收规范GB50204-2002★建筑地面工程质量验收规范GB50209-2002★钢结构工程施工质量验收规范GB50205-2002★砌体工程施工质量验收规范GB50203-2002 ★建筑地基基础工程施工质量验收规范GB50202-2002★常用吊车机械性能手册★建筑施工手册（第二版）★建筑工程施工工艺标准（企业标准）1、施工工艺3.1合成压缩厂房施工工艺砼构件预制、钢屋架及钢结构制作水电暖施工室面施工内外装饰施工构件吊装砌体砌筑基础施工土方开挖定位放线施工准备压缩机基础及其它设备基础施工局部钢平台施工施工准备竣工清理楼地面施工3.2甲醇合成装置施工工艺钢结构安装基础施工土方开挖定位放线施工准备竣工清理水电暖施工钢结构防腐楼地面施工4、主要施工方法4.1土方工程本工程的土方工程采用WY-100反铲挖掘机进行机械开挖，1.5t装载机运土至集中堆放点。在开挖过程中，开挖尺寸为：基础平面尺寸每边放出500mm的工作面，根据《岩土工程勘察报告》，再行考虑放坡系数。如开挖过程中发现工程地质与《岩土工程勘察报告》有明显不符时，应通知勘察及设计单位协商处理；坑槽挖至设计标高时，经建设单位、设计单位、监理单位、施工单位等单位共同验收合格后，然后对坑槽底部进行清理。施工时应注意以下方面的问题：★土方开挖时不宜直接挖至设计标高，而应留出约10cm左右的暂留层； ★在距槽底设计标高50cm槽帮处，找出水平线，钉上小木橛，然后用人工将暂留层土挖走，同时由两端轴线引桩拉通线，检查距槽边尺寸，确定槽宽标准，以此修理坑槽边，最后清除槽底土方，槽底修理铲平后，进行质量检查；★基底开挖或超挖回填后应对基层保护，以防暴晒或被雨水浸，若雨水较大时，应每隔10m形成方格网状的集水坑（300×300×300mm）,用泥浆泵不间断的抽出；★在坑、槽底标出钎控孔位；★将φ22长2800mm的钎标对准就位，一人扶钎，一人拉17kg的锤，每次提升高度为50-70cm，每打入30cm记录一次锤击数，直至2500mm深；★排出钎杆，统计钎锤击数有无异常，若有异常情况，经建设、设计、监理、施工等单位研讨出处理方案后，另行处理；无异常情况进行灌砂填充；★回填土应检查土质内有无杂质或杂物，若有需清理干净后再分层回填，回填厚度每层250-300mm，回填土每层至少夯打四遍，打夯时一夯压半夯，夯夯相接，行行相连，纵横交叉。4.2钢筋工程4.2.1对原材料的质量要求和原材料的堆放、存贮要求所有钢筋在进场时必须有出厂合格证或材质证明书，并将合格证与进场钢筋上的标示牌进行核对，检查其炉批号、规格、生产厂家是否一致，若在加工过程中发现脆断或焊接性能较差时，应对其重新进行抽样，并做化学分析以确定其可用性，钢筋在存贮时，必须架空堆放，并且放在较高位置上以防被积水淹没，同时下雨时应用雨布和塑料布进行覆盖；钢筋在堆放、使用过程中必须对其状态进行标识，标识状态为待检或不合格时严禁使用。4.2.2钢筋焊接采用闪光对焊的方式。钢筋在大面积施焊前应做试件，以检查施工人员的焊接技能，电流、电压等工艺参数及焊接设备的性能和钢筋可焊性是否满足要求。设置在同一构件内的焊接接头应相互错开，在任一焊接头中心至长度为钢筋直径35d 且不小于500mm的区段内；同一根钢筋不得有两个接头，在受拉区内，有接头的受力钢筋截面面积占受力面积的百分率不得超过50%。钢筋连接方法的选择应注意以下几个方面：★预制柱钢筋采用闪光对焊连接；★吊车梁钢筋不得采用任何方式进行连接，加工时采用原料制作；且吊车梁钢筋在绑扎过程中，除支座处钢筋与钢板进行焊接外，一律不得对钢筋骨架交叉点施焊。4.2.3钢筋制作、安装钢筋加工采用钢筋加工厂集中进行加工，机动翻斗车进行倒运。预制构件钢筋骨架在加工厂内加工好后，运至预制地点进行安装。钢筋加工过程中，钢筋加工为机械加工，加工的形状、尺寸必须符合设计要求，钢筋表面必须洁净，无油污、铁锈，I级钢筋的末端需做弯钩，平直部分的长度必须考虑抗震要求，平直部分的长度≥10d。钢筋的交叉点应采用铁丝扎牢，铁丝用20-22#；钢筋网片除靠近外围两行钢筋的相交点全部扎牢外，中间部分交叉点可间隔交错扎牢，但必须保证钢筋不产生位置偏移，双方钢筋必须全部扎牢；梁、柱箍筋弯钩叠合处应沿钢筋方向错开设置；钢筋的搭接接头不宜位于构件的最大弯矩处；搭接处应在中心和两端用铁丝扎牢；各钢筋之间的搭接位置应相互措开。从任一绑扎接头中心至搭接长度的1.3倍区段内，受拉区不得超过25%，受压区不超过50%。4.3模板工程本工程的独立基础、条形基础、压缩机基础和设备基础模板选用组合式钢模板、钢楞和回形扣、V形扣、模板缝之间用弹性填充料进行填缝，以防漏浆。不合模数处用木模进行填缝，支承系统采用脚手架钢管和扣件组合起来。杯口基础侧模采用钢模板，芯模采用木模进行支设，本工程的支承系统设计按脚手架工程中的方式进行。独立基础模板下设φ20钢筋模板马凳，不合模数处用木模进行拼装，预制构件模板采用如下方式：预制柱底模采用砖胎模，表面用1:2水泥砂浆抹面20mm厚，抹面层表面压光，并设隔离层，隔离屋可采用皂脚或废机油与滑石粉组成的混合物，也可以用双层塑料薄膜作为隔离剂，但必须铺平整，隔离剂涂刷后要防止进水或雨淋，以免脱模困难。 吊车梁底模采用25mm木模板做为底模；预制件侧模采用木模或竹胶板进行支设。叠浇时，一层构件达到30%强度后涂刷隔离剂，然后再支模浇筑第二层构件。模板及支架必须牢固、稳定、符合设计要求。构件预制过程中，构件中的预埋铁件固定可采取在铁件对角线设两个小孔，用自攻螺钉将铁件和模板连接牢固，以保证预埋铁件位置正确。模板拆除过程中严禁用大锤用力敲击模板，以免造成砼因强度不高而产生裂缝、掉角。4.4脚手架工程4.4.1脚手架搭设顺序基础脚手架搭设装饰抹灰脚手架搭设双排外脚手架搭设4.4.2基础脚手架搭设基础脚手架待基础垫层砼浇筑完，钢筋绑扎完后，将钢管支立在砼上，下部模板搁在砼上，台阶以上的模板利用脚手架搭设在模板支撑钢筋马凳上，用脚手架钢管夹紧，每块模板横向水平方向不少于两根支撑，水平方向立杆间距不大于1200mm。4.4.3双排外脚手架预制柱吊装完毕以后，进行钢支撑、吊车梁进行吊装时，为方便施工，在厂房两侧搭设双排脚手架，并在下牛腿处和柱顶设挑台。在高度4m处设斜撑，其斜撑角度为60度。★地基处理因本工程中的建筑物高度均不高，因此地基处理时，选用在原土上用蛙式打夯机夯实的方法，夯实的遍数不得少于4遍，夯实的范围包括双排外脚手架宽度范围外500mm区域，确保脚手架全部放在已夯实的回填土上或基础砼底板上，基底应平整，使整个基础全部受力，而不致局部受力。脚手架底座底面标高宜高出自然地坪50mm，以防积水浸泡其基础。为防止因雨雪或施工用水造成积水，可在内立杆与墙体之间设置一条排水沟，沟宽200mm，深>100mm，坡度1%以上，用M5水泥砂浆红砖砌筑，再用1：3水泥砂浆抹灰，每延长米10m或40m2范围内设置一个500×500× 500mm的积水坑，有积水时应及时用泥浆泵排除，若积水量较大应加大积水坑。★双排外脚手架搭设●地基处理完后，根据脚手架的尺寸要求，在地基上划线或拉线，摆上5cm的厚木板，长度为2m时木板垂直于墙面放置，长度大于3m时，平行于墙面放置，在在其上放置扣件式脚手架底座；在砼面上时可以只套上脚手架底座。●根据立杆的走向，摆放上扫地杆，将立杆套入底座内，立起。先将纵向扫地杆（拉上线）与立杆连接起来，连接方式采用直角式扣件，扫地杆之间的连接采用对接扣件进行连接，扫地杆离地<20cm；然后将扫地小横杆与立杆及纵向扫地杆用直角扣件连接起来。●将扫地杆在一定范围内连接起来后，即可装第一步水平杆。纵向水平杆应设置在立杆内侧，其长度不宜小于3 跨，接长采用对接扣件，对接扣件应交错布置；两根相邻纵向水平杆的接头不宜设置在同步或同跨内；不同步或不同跨两个相邻接头在水平方向错开的距离不应小于500mm；各个接头中心至最近主节点的距离不宜大于纵距的1/3。●纵向水平杆安装完，应安装横向水平杆。主节点处必须设置一根横向水平杆，用直角扣件连接且严禁拆除。主节点处两个直角扣件的中心距不应大于150mm。靠墙一端的外伸长度不应大于0.4L，且不应大于500mm。纵向水平杆搭设前应拉上通线以控制水平。●待第二步纵横水平杆安装后，即应加设临时斜支撑，斜支撑下部抵紧地坪并加底座，间距为每个建筑物纵横跨之间或每隔6跨均设置一道（满堂脚手架除外）。●待第三、四步大、小横杆装设后，即应设置联柱杆（均为框架结构和排架结构）。联柱杆从第一步纵向水平杆开始设置，每楼层不少于两道并不大于4m，若大于4m，即应增设；联柱杆宜靠近主节点设置，偏离主节点的距离不应大于300mm；联柱杆采用刚性连接。● 立杆的接长除顶层步可采用搭接外，其余各层各步接头必须采用对接扣件连接，立杆上的对接扣件应交错布置。相邻两根立杆的接头不应设置在同步内，同步内每隔一根立杆的两个相邻接头在高度方向错开的距离不宜小于500mm，各接头中心至主节点的距离不宜大于步距的1/3。●内外立杆间距为1500mm，内立杆之间、外立杆之间间距为1500mm，内立杆距墙距离为300mm，每步架高为1500mm，小横杆间距为1500mm。4.5砼工程砼工程采用泵送、塔吊运输相结合的方工进行浇筑，独立基础、条形基础、杯口基础和设备基础砼施工采用泵送，预制构件砼采用机动翻斗车水平运输，砼的搅制在砼搅拌站内进行。4.5.1原材料要求水泥采用袋装P.032.5R普通硅酸盐水泥，其中铝酸三钙的含量不大于5%，水泥进场时必须有出厂质量证明书，且到场后抽样送检合格后，方可使用，出场3个月以内的在使用前必须重新进行检测；砂、石料必须在材料到场后，对其抽样送检合格后方可使用，石子在搅拌前应用水浇洗，泵送剂必须有出厂质量证明书，实验室有检测条件的可以进行抽样送检，无条件时可在使用前先做试件检测其性能。4.5.2砼的搅拌砼的搅拌必须由质量检测单位出具正式有效的砼配合比，砼中的水泥≥300kg/m3,水灰比<0.55。砼的搅拌采用JS500强制式搅拌机进行，并用PLD-800配料机电子计量粗细骨料重量，粗细骨料的添加采用一台1.5吨装载机上料。砼在浇筑前应对砂子进行含水率的测定，经项目部或项目队的技术人员计算后，酌情增减用水量，砼的各种原材料严格控制其计量，不得超出其允许偏差。4.5.3砼泵送管道的布置输送管道的铺设应符合“路线短、弯头少、接头密”的原则，工作面水平管铺设过程中，应根据砼浇筑方向，由远至近铺设，砼边浇筑、边进行管道的拆除，砼输送管道弯曲半径不小于0.5米，垂直布管时，在梁上设置铁件和管箍对管道进行加固。4.5.4砼泵送 采用HBT30进行泵送，砼泵送前应先开机湿润管道，再投入与配合比相同的水泥砂浆润滑管道后再进行砼的输送。泵在输送过程中，如发生堵塞现象，应将泵机反转，让泵出口处堵塞的砼回流至料斗内，将其搅拌均匀后重新输送，如反复数次人仍无法输送，则应停机清理；预计泵送停歇时间超过45分钟或当砼出现离析现象时，应立即用压力水或拆除泵送管道清除泵内砼；在泵送过程中，料斗内应有足够的砼，以防吸入空气产生堵塞，室外温度超过25度时，应用草袋对砼输送管道进行覆盖，并不断加水湿润，以降低管道内砼的温度。4.5.5砼的浇筑砼在浇筑前应对模板表面浇水湿润，并冲洗干净其上的杂物。基础、柱、梁部位的砼采用插入式振动棒进行振捣，楼地面细石砼采用振动棒和平板振动器进行振捣。插入式振动棒应按“快插慢拔”的原则，在其振动作用半径范围内重复振捣，严禁有漏振现象的发生。4.5.6砼的养护待其浇筑12小时内应对其加以覆盖和浇水；养护时间不少于7天；浇水次数应保证其处于润湿状态；养护用水与拌制用水相同。4.6预制构件的制作本工程所用的预制构件采用现场预制的方法进行施工。现场预制场地位置为：厂房纵方向两侧空余场地；梯形钢屋架采用钢结构加工场集中加工后，运至现场吊装地点。制作过程中，预制柱采用叠浇法施工；构件具体预制布置图见附件。4.7构件的翻身及吊装4.7.1构件吊装顺序脚手架搭设柱吊装清理放线构件翻身屋面系统安装屋架吊装吊车梁吊装钢支撑吊装4.7.2构件翻身构件预制后，经养护，达到设计强度后，采用起重机械对构件进行翻身就位，翻身就位所用起重机械选择如下：预制柱采用16吨汽车吊进行翻身就位；吊车梁采用8吨汽车吊进行翻身就位。 构件翻身后，构件下应垫设100×100mm方木，垫设平整，确保构件受力均匀。4.7.3清理放线构件翻身后，对构件进行清理，并按如下要求对构件弹线：序号构件名称弹线部位1柱柱面三个面中线（两小面一大面）柱身埋深线（可借尺）牛腿上吊车梁中线和位置线（可借尺）2吊车梁两端面中线顶面中线支座位置线（可借尺）3屋架支座十字中线4.7.4吊装机械的选择根据下列原则来选择起重机械型号：A、起重量>构件重量Q1+索具重量Q2B、起重高度H>安装支架离地面高度h1+安装间隙h2+绑扎点到构件底面高度h3+索具高度h4.根据起重高度和起重量，结合施工构件布置情况查吊车参数表，得到所选用的吊车型号，最后考虑到经济、实用、结合本单位的实际现有吊车情况，最后定出所采用的吊车型号。预制柱、钢屋架由于单重较大，吊装高度较高，根据机械性能手册，选择日本加藤40吨全液压汽车吊进行吊装，可满足施工要求。吊车梁由于最大单重较小，吊装高度较高，根据机械性能手册，选择16吨汽车起重机进行吊装，可满足施工要求。4.7.5吊装索具的选择吊装索具主要指吊索与卡环。吊索是绑扎构件和起吊构件的工具，有环状吊索及8股头吊索两种。卡车有普通卡环、半自动卡环、自动卡环多种，均可通过计算选择出型号。 4.7.6预制柱吊装柱吊装机械采用40T全液压汽车吊，汽车吊采用跨外停机，每一停机点吊装4根柱。柱子吊装采用钢丝绳一点绑扎，垂直法吊装。柱子吊装时的强度：工字柱达到100%设计标号，矩形柱应达到设计标号70%以上。柱子吊装前，一定要逐一复核杯口尺寸，杯底标高经检查无误后方可吊装。用垂直法吊装时，在将柱子送入杯口至柱脚接近杯底时（约离杯底3-5cm），刹住车插入8个楔子，通过起重机的回转，起落吊杆或跑车，首先使柱子两面中心线基本对准杯口十字中心线，然后初校柱子垂直度，放松吊索后再进行对中及测量垂直度。较重柱子，可采用边吊边校法，并在校好后宜用坚硬石块将柱脚卡死，必要时设缆风绳。柱子临时固定后，再落吊钩，解吊环等。柱子垂直一般在纵横轴线两个方向都有偏差，校正时，先校正偏差较大的，后校正偏差小的，如果两个方向偏差相近，则先校正小面，后校正大面，校正中，只允许松动一道楔子，严禁将楔子拔出，以防发生柱子倾倒事故。观测柱子垂直度，应同时采用2台经纬仪，使柱子两面所弹中心线从顶部到底部呈垂直线，同时柱子下口两面中心线与杯口上所画十字中心线对准，就是柱子准备位置。柱子垂直度较正后，需将楔子都打紧，松紧程度基本一致，以防风力作用下发生倾斜，可用坚硬石块将柱脚卡死，然后用细石砼灌死、灌牢。4.7.7吊车梁、屋架的吊装吊装过程中，汽车吊距吊装构件纵轴线3m位置停机，每一停机点吊2根吊车8梁和2榀屋架，停机点布置见附件。吊装吊车梁时，构件采用两点绑扎吊装。吊装屋架时，构件采用四点绑扎吊装，并设由φ219×6的无缝钢管做为铁扁担进行吊装。绑扎点要对称设置，以使构件在起吊后能保持水平，且构件两头需设溜绳进行控制。构件就位时，应缓慢落钩，争取一次对好纵轴线，避免在纵轴线方向撬动吊车梁而导致柱偏斜。支座处所放中线应与柱牛腿上所放中线对准，然后对吊车梁垂直度用托线板进行校正。构件就位校正后，应立即对吊车梁和柱进行焊接，支座和翼缘处应焊接牢固。 4.8砌体工程砌体的尺寸、位置、用料必须严格按照图纸的设计进行施工。砌筑的顺序应符合：基底标高不同时，应从低处砌起，并应由高处向低处搭砌。砌筑时，应上下错缝，内外搭砌，灰缝横平竖直，厚薄均匀。砌体中的配筋位置和数量必须按照图纸设计施工，水平缝内的钢钢筋应居中置于灰缝中。砌体在遇到门窗洞口时，洞口尺寸>0.6米时采用钢筋砼过梁，砖过梁钢筋直径不小于5mm，伸入支座不小于240mm，间距不大于120mm。4.9压缩机基础施工4.9.1压缩机基础分两次施工，即底板、基身交界处设施工缝，底板模板支设时，加固采用钢管斜撑，底部垫40mm厚木板增大承压面，由于基身高度太高，截面大，为防止涨模，保证砼外观质量，需采取加固措施，相邻基础钢管支撑，底板砼浇筑前预留φ20钢筋，距基础外边150mm，间距每隔600mm设一道，上部模板采用扁钢30×3对拉加固，双向每隔600mm一道。4.9.2螺栓孔的预留：竖向预留螺栓孔采用钢管形成，砼浇筑后将不再拔出。对于深度在500mm以内的螺栓孔采用木芯模板，木芯采用刨光木模制作，表面胶贴泡沫两层，上端四周开孔设钢筋吊耳。拔木芯模采用2吨导链，配钢管三角架，砼浇筑后两小时即可拔松木芯模，当有塌孔现象不能拔出时，应待砼初凝后再拔，直到拔出木芯，并用木板覆盖孔顶。螺帽紧固孔采用厚10mm铁板焊制的铁盒子形成，铁盒子除外模一侧敞开外，其他五边均需密封，顶部板开孔同上部预留螺栓孔的钢管，并与铁盒子焊接，每个基础内的铁盒子底部垂直方向用角钢∠75×6支撑于基础底板上，防止下沉，水平方向用角钢将各铁盒子连成一个整体，支撑于钢模上，长短向每排铁盒子均设两道大于1米深的螺栓孔，成孔钢管加固分上中下三层，上层采用管箍紧固，中部采用直径50mm钢管，每排螺栓孔均双向设支撑于侧模，顶部固定于铁盒子以内，对于深度小于1米螺栓孔固定上下层，上层采用管箍，下层采用直径为25mm钢筋加固，底部采用角钢∠75×6支撑于基础底板上。4.10钢结构工程 4.10.1施工顺序结构安装构件制作材料验收下料4.10.2材料验收★工程所有用料必须具备质量证明书；★核对到场材料外型尺寸是否符合标准★钢材表面有锈蚀、麻点、划痕等缺陷时，其深度不得大于钢材厚度负偏差的1/24.10.3下料★以施工图为指导，根据现场实际尺寸下料。★气割前应将钢材切割区域表面的铁锈、污物等清除干净，气割后应清除溶渣和飞溅物。★气割下料的允许偏差为：长度、宽度±3.0mm局部缺口深度1.0mm切割面平面度0.05δ且≤2.0mm（δ为钢材厚度）4.10.4矫正、成型★产生变形的钢材使用前须进行冷、热矫正★矫正后的钢材表面不应有明显的凹面或损伤，划痕深度不得大于0.5mm★钢材矫正后的允许偏差须符合以下标准：●工字钢、H型钢翼缘板对腹板的垂直度≤b/100且≤2.0mm●槽钢翼缘板对对腹板的垂直度≤b/80（b为翼缘板宽度）4.10.5构件制作所有构件制作前必须按图示控制尺寸以1：1比例放样，量出准确尺寸后方可下料加工；为减少和防止钢结构的焊接变形和焊接应力，施工时须选择合理的焊接顺序，当变形超过规范规定时，必须予以矫正； C级螺栓孔属II类孔，孔壁表面粗糙度Ra≤25um，螺栓孔尺寸允许偏差为：直径±1.0mm，圆度2.0mm。当螺栓孔允许偏差超过上述规定时，不得采用钢块填塞，可采用与母材材质相匹配的焊条补焊后重新制孔。4.10.6钢结构安装★钢结构安装前应对钢构件进行检查，钢构件的变形、缺陷超出允许偏差时，应进行矫正处理。安装顺序按柱梁板的顺序进行安装。★利用吊车对钢构件进行提升。当构件提升至一定高度时，采用棕绳拉至需要位置，进行焊接。★为使结构能良好地共同工作，各接触面以及梁的横向加强肋的上端与翼缘之间均应顶紧后焊接。★结构安装就位后，应按设计要求及时安装支撑及其它连系构件，以保证结构的稳定性。★钢结构安装的允许偏差为：●梁的偏差：水平度≤L‰（L为跨度），主梁与次梁表面高差为±2.0mm，标高偏差≤h‰且≤30mm，中心偏差5.0mm，●柱的偏差：垂直度偏差≤h‰且≤10mm，中心偏差5.0mm，★花纹钢板的敷设应平整，钢板与钢梁之间采用间断焊（焊接长度80mm，间隔250mm）。板与板之间用-6×80的扁钢作衬托焊。4.10.8焊接要求★施工焊前，焊工应复查焊件接头情况和焊区的处理情况，当不符合要求时，应经修整后方可施焊。★采用J422焊条施焊，焊接前须根据焊焊条材质要求进行烘烤。★所有焊接应按施工图要求焊满，焊缝长度除注明者外均满焊，焊缝厚度不得小于5mm，柱梁等主要构件应采用连续焊缝，焊脚尺寸不应小于8mm。★焊缝的焊波应均匀，不得有裂纹、未溶合、夹渣、焊瘤、咬边、烧穿、弧坑和针状气孔等缺陷，焊接区无飞溅余物5、施工进度计划 见施工组织设计工期进度计划，详细计划将根据施工图纸资料另行编制。6、主要劳动力计划主要劳动力计划表序号工种数量（人）备注1瓦工52钢筋工103木工154砼工35焊工46电工27测量工28起重工49机械工410架子工811铆工312钳工213普工10合计727、主要施工机具计划主要施工机具计划表序号名称单位数量合计功率1QT30塔吊台122KW2JS500砼搅拌机台249.5KW3PLD800砼配料机台16.6KW4HBT30A砼泵台141KW5钢筋切断机台115KW 6钢筋弯曲机台16KW7钢筋闪光对焊机台1200KVA8砼振动棒台44.24KW9平板振动器台22KW1016T汽车吊台1118T汽车吊台11240T汽车吊台1日本加藤13THE0030经纬仪台214DZS3-1水准仪台115BX-500电焊机台416气焊工具套317WY-100反铲挖掘机台118泥浆泵台42.2KW19磅秤台120砼翻斗车台38、质量保证措施8.1钢筋除锈后表面必须清洁，弯钩朝向正确，搭接长度符合规范。8.2钢筋焊接接头处弯折不大于4度，钢筋轴线位移不大于0.1d，且不大于2mm，焊接部位无裂纹及明显的烧伤，焊缝均匀。吊车梁钢筋严禁进行焊接。8.3砼配合比，由试验室严格试配，合格后才能使用，如材料发生变化，须及时再做试配变更配合比。8.4在吊装过程中，构件应完好且应达到设计要求强度，严禁使用尚未达到规定强度、有断裂和损坏等现象的构件。8.5构件安装前应标明型号和使用部位，复核放线尺寸进行安装，防止放线误差造成构件偏移。操作时认真负责，细心校正。使构件位置、标高、垂直度符合要求。8.6 吊车梁安装就位后进行施焊时，施焊应均匀，以免因焊接变形造成构件位置和垂直度发生大的偏差。8.7预制构件制作过程中，使用的隔离剂严禁使用废机油，以免污染钢筋。8.8严格按照钢筋砼工程施工及验收规范检查验收钢筋加工允许偏差和检查方法项目允许偏差（mm）检查方法受力钢筋顺长度方向全长的净尺寸±10尺量弯起钢筋的弯拆位置±20尺量箍筋内净尺寸±5尺量钢筋安装位置的允许偏差和检验方法项目允许偏差（mm）检查方法绑扎钢筋网长、宽±10钢尺检查网眼尺寸±20钢尺量连续三档，取最大值绑扎钢筋骨架长±10钢尺检查宽、高±5钢尺检查受力钢筋间距±10钢尺量两端、中间各一点，取最大值排距±5保护层厚度柱、梁±5钢尺检查板、墙±3钢尺检查绑扎箍筋、横向钢筋间距±20钢尺量连续三档，取最大值钢筋弯起点位置20钢尺检查预埋件中心线位置5钢尺检查水平高差3，0钢尺和塞尺检查模板安装允许偏差和检验方法 项目允许偏差（mm）检查方法长度板、梁±5钢尺量两角边，取最大值柱0，-10墙板0，-5宽度板、墙板0，-5钢尺量一端及中部，取较大值梁、柱+2，-5高（厚）度板+2，-3钢尺量一端及中部，取较大值墙板0，-5梁、柱+2，-5侧向弯曲梁板柱L/1000且≤15拉线、钢尺量最大弯曲处墙板L/1500且≤15板的表面平整度32m靠尺量和塞尺检查相邻两板表面高低差1钢尺检查对角线差板7钢尺量两个对角线墙板5翘曲板、墙板L/1500调平尺在两端量测设计起拱梁±3拉线、钢尺量跨中构件尺寸允许偏差及检验方法项目允许偏差（mm）检查方法长度板、梁±10，-5钢尺检查柱±5，-10墙板±5宽度、高（厚）度板、梁、柱、墙板±5钢尺量一端及中部，取较大值侧向弯曲梁、柱、板L/750且≤20 拉线、钢尺量最大侧向弯曲处墙板L/1000且≤20预埋件中心线位置10钢尺检查螺栓位置5钢尺检查螺栓露出长度+10，-5钢尺检查预留孔中心线位置5钢尺检查预留洞中心线位置15钢尺检查主筋保护层厚度板+5，-3钢尺检查梁、柱、墙板+10，-5对角线差板、墙板10钢尺检查表面平整度板、墙板梁、柱52m靠尺和塞尺检查翘曲板L/750调平尺在两端测量墙板L/10009、进度保证措施9.1根据各单位工程施工进度计划，编制周密的分部、分项工程进度计划，使之与总进度划分相吻合，并留有空间，确保关键线路和大节点的实现。9.2严格执行项目施工进度控制制度，使进度实施工从组织制度上得到保证。9.3进度计划的执行中要做好记录，严格执行三级报告制度，做好高度协调。在出现拖延情况时，要立即对计划进行调整，采取有效的措施以清除对总工期或试车单位工程工期的影响。9.4采用网络技术，把握关键线路和关键节点，跟踪管理，把阶段节点目标值落实到班组及职工个人，并把节点目标的实现与职工个人的经济效益紧密挂钩，实现目标管理、节点考核、奖罚兑现。同时，充分发挥项目部激励机制，调动一切积极性。9.5严格按科学的、合理的施工程序组织施工，遵守施工工艺流程，合理安排交叉作业、确保不打乱仗、不窝工。 9.6抓好技术、物资、设备等方面的超前服务和准备工作，做好技术先行、物资保证、设备运转良好。9.7实行三周滚动计划，使每周都有具体形象指标严格控制。其编制原理详见施工组织设计篇之三周滚动计划原理图。9.8提高质量意识和安全意识，确保工程一次合格不返工，不出重大安全事故。9.9加强与建设单位、监理单位、设计单位、设备制造单位和其它参战施工单位的配合，积极主动地做好边界协调工作，相互创造条件，不依不靠。9.10合理安排职工休息、换班、合理安排雨天的施工。10、安全文明施工措施10.1安全施工措施10.1.1施工过程中应严格按照现行的国家及地方法律、法规、标准、规范要求进行施工。10.1.2进入施工现场必须戴安全帽，不得穿拖鞋、凉鞋进入施工现场；10.1.3登高作业必须戴安全带，并不得穿硬底鞋登高；10.1.4高空作业必须防高空坠落、防坠物的措施；10.1.5各种施工机具机械的使用，必须按其操作规程进行操作；10.1.6严禁私自随意乱接乱拉电线或闸刀，应由专职电工进行操作；10.1.7脚手架的搭设必须按照脚手架搭拆方案进行；10.1.8施工地过程中应注意“四口五临边”的防护；10.1.9在施工过程中不仅要注意自身安全，同时应预防伤害他人或今后的使用安全性。10.1.10双排外脚手架搭设过程中，所设置的牛腿处和柱顶处挑台，挑台四周设1.2m高护身栏杆；吊装作业时，吊装人员必须将安全带系于护身栏杆上；10.1.11吊装过程中，必须统一指挥；吊装机械的动作必须服从专职起重信号工的指挥，其他人员严禁进行指挥。吊车的动作应平稳缓慢，严禁急停急放现象出现；10.1.12吊装过程中,施工人员需小心谨慎;构件的位置找正,尽量用撬棍进行,以免构件找正时,挤伤手脚； 10.1.13吊装过程中,吊索与构件接触处应用木方进行垫设,以免构件掉角飞溅伤人或构件掉角后构件失稳伤人。10.2文明施工10.2.1加强现场调度及总图管理，施工现场的设备、材料、临时设施都必须按总平面图布置的位置摆放整齐，施工道路顺直畅通。10.2.2拆下的模板、周转材料清理干净后，堆放整齐，不野蛮拆除、乱丢乱放，做到工完料净地清。10.2.3土方开挖后，地下工程一完立即回填恢复原状，禁止遍地深坑土堆。10.2.4排水必须有组织地排入，严格污水横流。10.2.5各专业间搞好配合协作，搞好图纸会审，及时预埋，防止砸墙打洞。要互相尊重劳动成果，搞好成品保护。11、冬雨季施工措施11.1冬季施工措施11.1.1当昼夜间的室外平均气温低于5度和最低气温低于-3度时，土建工程进入冬季施工阶段，为确保冬期施工质量，保证正常的施工速度，必须采取防护措施。11.1.2对混凝土工程可采取“蓄热法”和掺加“抗冻剂”相结合的方法进行施工。粗细骨料应无冰块，雪团，且清洁，级配良好，质地坚硬，不应含有易冻坏的矿物。由于施工过程中掺加外加剂，故骨料中不应含有活性氧化硅和有机杂物，水泥宜优先采用早强型普通硅酸盐水泥，且各种理化指标合格，水泥不应有风化结块现象。搅拌用水采用一般饮用的自来水及洁净的天然水，且搅拌过程中应进行加热，但最高水温不应大于80度。砼泵送剂采用负温砼泵送剂。在砼搅拌的投料顺序上应先投入砂、石和热水，后投入水泥，砼搅拌时间应不少于120秒。砼在搅拌过程中，应根据当日气候条件，调整搅拌用水温度，以保证砼拌合物出机温度不低于20度。当气候恶劣，光靠加热搅拌用水无法满足拌合砼出机温度时，可考虑加热粗细骨料进行搅拌。11.1.3 由于部分砼采用泵送，冬季泵送管道应进行保温，以免砼在管道中因受冻，流动性降低造成堵泵，影响砼浇筑。砼翻斗车运送砼（温度很低时不能使用）时应覆盖塑料薄膜，入模后，再用草袋和塑料薄膜进行覆盖保温，必须时可采用蒸汽养护（根据具体对象及业主的提供情况而定）。11.1.4基础工程要尽快回填，厚大砼结构要严格控制水灰比。11.1.5对砖砌体可掺加Nacl抗冻剂。室外抹灰可采用草帘防风，室内抹灰时封闭门窗，用碳炉等升温。11.1.6钢筋的储存必须架空，钢筋表面用塑料薄膜和草帘覆盖，加工好的钢筋，也要进行保温覆盖。钢筋在闪光对焊过程中采用弱参数，保证一定长度的见红区，以减少温度梯度和延缓冷却速度。调伸长度以不产生旁弯为准，采用较大的调伸长度。变压器级数选择低位级数。预热应采用低频预热，预热接触时间宜介于0.5-2s/次内选择，预热间隙时间稍大于每次预热的接触时间，顶锻过程中，顶锻留量可在4-6.5mm的范围内选择，其中有电顶锻留量约占1/3，无电顶锻留约占2/3。焊后未冷却的接头应避免碰到冰雪。11.1.7临时生活用水、生产用水管线要尽量埋地500mm以下，地上部分用草绳缠绕保温防冻。11.2雨期施工技术要求11.2.1为避免雨水给施工及工程造成损失，保证正常施工速度，在雨期到来之前，必须根据施工进度情况编制更详细的专项雨季施工措施。雨季施工措施的原则，要尽可能利用永久性排水设施，因陋就简，减少雨期施工费用的投入，发挥最大的雨期施工经济效益。11.2.2水泥库、焊材库及其它防潮材料、设备库等严格检查屋面渗漏、地面受潮、墙面受潮等情况，室内地面较室外地面高出300mm以上，库房周围做300mm×300mm的排水沟，并引通至低处排走。11.2.3一般待安装的设备应有棚布覆盖防雨，防止淋湿电线电路。11.2.4主要运输道路两旁设排水沟500×500，纵坡>3%。11.2.5厂区上游设截洪沟1000×1000，联系建设单位做永久性截洪沟。11.2.6现场中小型施工机械按规定加设防雨罩或防雨篷，电闸箱应防雨，漏电接地保护装置应灵敏有效，每周检验一次线绝缘情况。基坑、基槽、管沟内不得停放施工机械，每日用完后要移至高处。 11.2.7脚手架、井架、塔架的支座必须坚实，并高出地面100mm，塔轨中心设置排洪沟防止积水。塔架、井架均设避雷装置，电阻不大于10Ω。缆风绳锚桩需认真计算出各种不种情况的受力情况，防止拔出。11.2.8土方开挖前应在基坑、基槽、管沟四周做好雨水保护提，高度不小于200mm，土方开挖放坡到1：0.4，深（高）度大于5m时，放坡至1：0.75。排水基坑、基槽备2台100mm泥浆泵，及时抽出雨水。11.2.9雨天砌砖时应减少砂浆稠度，砂浆在运输过程覆盖塑料薄膜，砖必须集中堆放，不宜浇水。砌砖时注意干湿合理搭配，当砖的湿度很大时，砖墙上搭设脚手架。大雨停砌，雨后翻砌最上面的两皮砖。11.2.10砼浇筑时间安排尽量避免雨天，当不能避免时，所浇筑的砼应进行覆盖。砼配合比应注意减小砼坍落度，用水量应扣除石、砂含水量。11.2.11地下管段施工好后及时分层回填，回填至少500mm厚，接头处两边各留出500mm，不作回填，待系统试压后再行回填。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!z89AmYWpa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