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'江苏南通六建中关村生命科学园青年公寓及配套中关村生命科学园青年公寓及配套模板施工方案编制：审核：审批：编制单位：编制日期：2014-8-2536
江苏南通六建中关村生命科学园青年公寓及配套目录1编制依据11.1施工组织设计11.2施工图纸11.3主要规范规程11.4主要法规22工程概况32.1总体简介32.2现场情况32.3设计图32.4工程难点：43施工安排53.1施工部位及工期要求：53.2劳动组织及职责分工54施工准备74.1技术准备74.2机具准备74.3材料准备84.4现场准备95主要施工方法及措施105.1流水段的划分105.2楼板模板及支撑配置层数105.3地下室墙体模板105.4地上墙体模板105.5隔离剂的选用105.6基础模板设计105.7主体结构模板设计145.8模板的现场制作与外加工215.9模板的存放225.10模板的安装225.11模板拆除275.12模板的维护与维修295.13季节性施工措施306质量要求及管理措施316.1工程质量目标316.2质量要求及允许偏差316.3质量保证措施3236
江苏南通六建中关村生命科学园青年公寓及配套7其它管理措施347.1安全注意事项及保证措施347.2文明施工及环境保护管理措施357.3成品保护措施357.4材料管理措施3536
江苏南通六建中关村生命科学园青年公寓及配套1编制依据1.1施工组织设计中关村生命科学园青年公寓及配套施工组织设计编制单位编制日期项目施工组织设计技术部2011.7.31.2施工图纸序号图纸类别图纸编号设计号出图日期1建筑施工图1-6#楼及地库建筑图2014.7.32结构施工图1-6#楼及地库结构图2014.7.31.3主要规范规程序号类别名称编号1国家建筑结构荷载规范GB5009-20012普通砼拌和物性能试验方法标准GB/T50080-20023砼强度检验评定标准GBJ107-874混凝土外加剂应用技术规范GB50119-20035混凝土质量控制标准GB50164-926硅酸盐水泥、普通硅酸盐水泥GB175-19997混凝土结构工程施工及验收规范GB50204-20028建筑工程施工质量验收统一标准GB50300-20019用于水泥和混凝土中的粉煤灰GB1596-9110混凝土外加剂GB8076-199711行业钢筋混凝土高层建筑结构设计与施工规程JGJ3-200212砼泵送施工技术规程JGJ/T10-9513回弹法检测混凝土抗压强度技术规程JGJ/T23-200114粉煤灰在混凝土和砂浆中应用技术规程JGJ28-198615建筑机械使用安全技术规程JGJ33-200136
江苏南通六建中关村生命科学园青年公寓及配套16施工现场临时用电安全技术规范JGJ46-8817普通混凝土用砂质量标准及检验方法JGJ52-9218普通混凝土用碎石或卵石质量标准及检验方法JGJ53-9219普通混凝土配合比设计规程JGJ55-200020混凝土减水剂质量标准和试验方法JGJ56-198423建筑施工安全检查标准JGJ59-9924混凝土拌和用水标准JGJ63-8925地方商品砼质量管理规程DBJ01-6-9026冬期混凝土综合蓄热法施工成熟度控制养护规程DBJ01-36-9727建筑安装工程资料管理规程DBJ01-51-200328外加剂应用技术规程DBJ01-61-200229北京建筑工程施工安全操作规程DBJ01-62-200230建筑结构长城杯工程质量评审标准DBJ/T01-69-200331协会碱含量限值标准CECS53:931.4主要法规序号类别名称编号1国家建设工程质量管理条例国务院令（第279号）2关于建筑业进一步推广使用10项新技术的通知建建[1998]200号3工程建设标准强制性条文2002版4建设部《房屋建筑工程和市政基础设施工程实行见证取样和送检的规定》建[2000]211号5地方关于扩大预拌砼的使用范围和在现场使用散装水泥通知京建材[1998]107号6预防砼工程碱集料反应技术管理规定(试行)京TY5—997北京市建设工程施工试验实行有见证取样和送检制度的暂行规定的补充通知京建法〔1998〕50号36
江苏南通六建中关村生命科学园青年公寓及配套2工程概况2.1总体简介序号项目内容1工程名称中关村生命科学园青年公寓及配套2工程地址北京市昌平区中关村南生命科学园内3发包方4使用性质地上公寓、配套商业，地下二层为人防工程及车库，地下一层为库房。5设计单位北京实创博威建筑设计院6监理单位7计划工期8质量奖项2.2现场情况模板加工区及模板存放区位置详见后附现场平面布置图。2.3设计图2.3.1地下部分结构平面图（流水段划分图）2.3.2地上部分结构平面图（流水段划分图）2.4工程难点：2.4.1管理方面：施工现场地型狭小，基础施工时，南面、西面没有堆放材料场地，受到施工现场场地的影响，模板堆放、加工场地狭小，影响基础部位施工进度。出正负零后，车库顶板作为大模板及周转材料堆放场所，车库顶板的防水施工和回填种植土施工安排在结构封顶后进行。2.4.2技术方面：本工程结构平面图中细部节点如挑檐、异型墙柱等较多，又为多层建筑，施工难度较大。36
江苏南通六建中关村生命科学园青年公寓及配套本工程地下室层高偏高，墙体厚度过大，模板采用钢木组合多层胶合板，模板的垂直度，截面尺寸直接影响混凝土的成型质量，外感尺寸。36
江苏南通六建中关村生命科学园青年公寓及配套3施工安排3.1施工部位及工期要求：楼号地下结构地上结构 开始时间结束时间开始时间结束时间备注地库暂定1、2、3、4#楼5、6楼3.2劳动组织及职责分工3.2.1项目部施工管理人员安排职务姓名岗位职责工长负责现场人、机、料的全面指挥、调度、协调，落实和完成施工进度计划，负责现场文明施工和成品保护，填写交接检查验收记录。技术员负责组织图纸会审、施工方案的编制、施工变更洽商的办理。质检员负责模板工程全过程的控制，包括地下室木模板的制作和地上大钢模的检验，组织模板分项检验批的验收，并填写检验批验收记录。3.2.2施工队管理人员安排职务姓名岗位职责施工队长负责现场人、机、料的全面指挥、调度、协调，劳动力的安排，现场施工组织。技术员负责技术交底的落实和实施，指导工人进行操作。木工班长合理调配施工人员，负责模板的清理，脱模剂的涂刷，模板吊装，安装和拆除。质检员负责模版工程全过程的控制，填写自检记录和报验手续。3.2.3劳动力准备:36
江苏南通六建中关村生命科学园青年公寓及配套为使本工程顺利进行，根据工艺流程及流水段的划分，及时协调各生产要素，科学合理组织劳动力，使工序衔接紧密，节奏明快，操作人员的劳动强度均衡。根据施工总控制计划，主体结构时现场劳动力投入见下表：工种木工架子工壮工信号工其它合计人数36
江苏南通六建中关村生命科学园青年公寓及配套4施工准备4.1技术准备4.1.1图纸及技术资料的准备：组织有关人员熟悉规范交底，组织图纸会审，了解设计意图，力求将问题控制在施工前。4.1.2组织及管理准备：编制施工方案，制定管理措施，建立健全各项管理体系，按审批后的施工方案指导施工。4.1.3材料资源调查：根据工程所需要的材料及机械设备用量及时提出计划上报物资部进行解决，尽量避免因此而引起的误工损失。4.1.4收集各项资料，合理安排人力、物力。以科学的态度去优化组合，使任务及工序安排更合理。4.1.5对特殊工种进行培训，坚持持证上岗。4.1.6配合模板厂家做好大钢模板、加工、制作工作，并对安装工进行技术培训，同时根据现浇板开间大小在加工厂将模板加工制作完善、编号。做到定人、定物合理利用资源。4.1.7测量放线：根据平面控制网，在防水保护层上放出轴线和墙、柱位置线；顶板混凝土浇筑完成，钢筋邦扎前，在板上放出该层平面控制轴线及墙、柱、门窗、洞口位置线；每层顶板碗扣架位置安装前必须按照平面布置图弹线，上下层碗口架立杆位置要相对应。4.2机具准备为了加快施工进度，减轻劳动强度，根据工程工期、工作量、平面尺寸和施工需要，施工配置机械具体计划如下：施工机械配置序号设备名称型号规格数量额定功率（KW）进场时间备注1塔吊QTZ501531002011.4.102气泵V-6/7台152011.5.103电刨MB1043台42011.5.104电锯MJ217台72011.5.105台钻台1.52011.5.1036
江苏南通六建中关村生命科学园青年公寓及配套6电钻VV508台0.522011.5.107电焊机BX3-300-2台23.42011.5.108手电钻台2011.5.109手提电刨台2011.5.1010打磨机台2011.5.10其他工具：手锯、鎯头、卷尺、小白线、线坠、扳手（现场使用）。4.3材料准备4.3.1根据施工组织设计中对施工工期及流水段的安排，主要材料为12mm厚、15mm厚多层板、50×100mm和100×100mm木方子，周转材料有钢管、碗扣件、U型顶托、φ14、φ16对拉螺栓、止水螺栓等。4.3.2其它辅助材料嵌缝材料：20×10mm自粘海棉条。脱模剂：水性脱模剂，机油、柴油，现场随用随配。4.3.3主要周转料使用计划主要材料计划表序号名称型号数量使用时间（根据进度分批进场）使用部位1钢管φ48×3.536000m2011.4.30脚手架及所有防护、顶板模板托梁，分批进场2钢管连接件1000个2011.4.30脚手架及所有防护3可调底座4000个2011.4.30分批进场4木脚手板100m32011.4.30分批进场5木方50*1001400m32011.4.30顶板、梁分批进场6覆膜木多层板12mm厚60000m22011.4.30顶板、梁及其他，分批进场7碗扣架杆件及配件250吨2011.4.30顶板、梁36
江苏南通六建中关村生命科学园青年公寓及配套8塑料布5000m22011.4.309彩条布1000m22011.4.3010安全网3000m22011.4.3011钢丝绳1500m2011.4.3012止水螺栓φ162880个2011.4.30长度为1300mm13普通螺栓φ161500个2011.4.30长度为1300mm4.4现场准备4.4.1根据施工现场实际情况，设置模板及其它相关材料的堆放场地。4.4.2模板安装前要清理好施工现场，弹出模板内边线和外侧50cm控制线以便于模板安装和检查，将水平标高引测到安装位置，以便于做好检查复核。4.4.3模板进场后要按施工需要对模板及其配件的规格、质量、数量逐项进行外观检查，不合格的构件不得使用。36
江苏南通六建中关村生命科学园青年公寓及配套5主要施工方法及措施5.1流水段的划分详见本施工方案中第2.3项中设计图（流水段划分图）。5.2楼板模板及支撑配置层数楼板模板采用12mm、15mm多层板木龙骨体系，WDJ碗扣式脚手架支撑，模板的配置量计划按照三个标准层进行配置，模板周转使用，随着施工进度，随时进场和增补。5.3地下室墙体模板墙体模板采用木模板，板缝处钉50*100mm木方一道并粘上海绵条。次背楞采用50*100mm木方，中距200mm，主龙骨采用2φ48×3.5钢管，间距600mm，。穿墙螺栓选用M16、M14型，止水螺栓采用对拉螺栓中间焊接3mm厚60*60mm钢板止水片，外墙穿墙止水螺栓起步距已完成导墙混凝土面300mm向上间距600mm均布，内墙穿墙螺栓起步距底板上平150mm向上600mm均布，对拉螺栓沿梁长度方向间距为600mm；模板间的接缝贴海棉条，防止漏浆。5.4地上墙体模板地上墙体采用全钢整体式大模板，面板采用δ=6mm热轧平板，主肋与边框及背楞采用[8#槽钢和[10#槽钢。详见专项施工方案。5.5隔离剂的选用结合本工程采用模板情况，地下室墙体木模板、顶板模板均采用水质脱模剂，冬雨期施工时不宜使用水质脱模剂，加强对模板清理；地上墙体大钢模板使用油质脱模剂。模板清理后要及时涂刷脱模剂，并且涂刷均匀，不流坠。5.6基础模板设计5.6.1±0.00以下模板设计5.6.1.1底板侧模（1）垫层及防水保护层模板：垫层厚度为100mm，垫层模板采用100×100mm方木，后背地锚钢筋支撑；防水保护层厚度为50mm，采用100×100mm方木。（2）底板外侧模：采用240mm厚砖胎模，采用M5水泥砂浆砌筑。（3）外墙导墙模板：底板上外墙导墙顶标高高于底板顶面300mm，导墙模板采用300mm宽12mm厚多层板模板，50×100mm方木做被楞，Φ25钢筋做支撑。导墙模板为吊模，其支撑示意如下图。36
江苏南通六建中关村生命科学园青年公寓及配套5.6.2底板集水坑模板本工程底板集水坑模板采用12mm厚多层板，50mm×100mm方木背楞拼成大模板，再用100mm×100mm方木十字支撑做成整体筒模，基坑底部预留洞口以便振捣，待振捣完毕后封上。模板支设方式见下图示。12厚多层板底板集水坑模板示意图5.6.3地下室墙体模板5.6.3.1外墙模板次背楞采用50×100mm木方，中距200mm，主龙骨采用2φ48×3.5钢管，间距600mm，。穿墙螺栓选用M16、M14型，止水螺栓采用对拉螺栓中间焊接3mm厚60*60mm钢板止水片，外墙穿墙止水螺栓起步距已完成导墙混凝土面300mm向上间距600mm均布，内墙穿墙螺栓起步距底板上平150mm向上600mm均布。36
江苏南通六建中关村生命科学园青年公寓及配套下部的四排采用双螺母；内墙用穿墙螺栓外设PVC套管，止水螺栓与模板接触处用锥形橡胶垫片固定并可以防止漏浆。墙体模板支撑加固，在距墙两侧（外墙的内侧）3米处的底（楼）板处沿平行墙方向预埋Ф18@400钢筋环，环内穿100x100mm木方，以设置钢支撑加固墙体模板（墙体模板支撑见附图1）。人防临空墙所用穿墙螺栓不得取出，需与砼浇筑一体。为了保证整体墙模刚度和稳定性，地下室墙模板支撑采用φ48×3.0钢管做斜撑，底部和顶部各设置一道支撑，墙体中部每1m高度支撑一道（地下墙体结构需设置4道），支撑沿墙间距为1.2m设置。支撑钢管内侧支撑于钢筋地锚上，外侧支撑在基槽护坡上。地下室外墙模板支撑地下室内墙模板支撑5.6.3.2对拉穿墙螺杆对拉螺栓采用钢筋套丝成型，间距600×600mm。外墙采用φ36
江苏南通六建中关村生命科学园青年公寓及配套16外墙对拉止水对螺栓，普通内墙及人防临空墙采用φ14普通对拉螺栓，地下室人防墙体不允许设置塑料套管。对拉螺栓具体做法见下图:止水对拉螺栓示意图普通穿墙螺栓.6.3.3墙体模板完成后搭设操作平台，操作平台由操作平台、护身栏、铁爬梯等部分组成。操作平台设置于模板外部，独立搭设。操作平台外端附设钢管作为护身栏，铁爬梯用φ20钢筋焊接而成。5.6.4楼板模板设计顶板模板采用1220×2440×12mm厚的覆膜多层板，楼板模板应尽量采用整张模板，局部采用小条模板，模板边沿应平直、无毛边，模板采用硬拼。50×100mm木方作次龙骨，当板厚b≥180mm时木方间距200；当板厚b<180mm时采用50×100mm木方间距250mm。100×100mm木方作主龙骨，主龙骨间距为900mm。支撑体系选用满堂红碗扣架，立杆间距采用900×1200mm，距地300mm放第一道横杆，往上每1200mm设一道横杆，上部自由端高度不超过700mm。立杆下垫50×100×400木方，要求方向一致。5.6.5地下车库框架柱模板方柱由四块15mm厚覆面木质胶合板根据柱几何尺寸现场加工拼装，用50×100mm方木@250做竖肋，100×48×5.3槽钢@1000做柱箍，采用钢管斜撑，具体做法如下图所示：36
江苏南通六建中关村生命科学园青年公寓及配套5.6.6车库楼板模板顶板模板采用1220×2440×15mm厚的覆膜多层板，楼板模板应尽量采用整张模板，局部采用小条模板，模板边沿应平直、无毛边，模板拼缝采用硬拼，不设密封条。50×100mm木方作次龙骨，木方间距200mm，100×100mm木方作主龙骨，主龙骨间距为900mm。支撑体系选用满堂红碗扣架，立杆间距采用900×900mm，距地300mm放第一道横杆，往上每1200mm设一道横杆，上部自由端高度不超过700mm。立杆下垫50×100×400木方，要求方向一致。详见专项施工方案。5.7主体结构模板设计5.7.1模板设计根据施工技术需求及达到清水砼墙体成型要求，工程采用86系列拼装式全钢大模板；每块拼装式大模板由几块标准模数单元板（加非标准单元板）组成。标准模数单元板规格为3000MM、2000MM、1500MM、1200MM、900MM、600MM等。为保证大模板的刚度，其模板面板采用σ=6MM原平板，主肋采用80MM槽形肋，间距不大于300MM，主背楞采用成对10#槽钢，并纵向设置3道。大模板靠支腿支撑调节，通过支腿丝杠，调整大模板的垂直度。丁字墙部位模板配置丁字墙堵板时配发丁字墙背楞，与相邻两侧的大模板主背楞连接，利用两侧大模板的穿墙栓加固，使大模板与丁字墙模板形成一个整体，有效避免了丁字墙模板的加固不利而造成涨模现象。5.7.2模板配置根据施工单位工期要求，遵循合理、经济的原则，结合本工程标准层墙体平面布置及结构特点，本工程按标准层高3100mm，顶板厚为120/150mm，情况设计模板高度确定如下：墙体内侧模板、外墙内侧模板高度为3000mm，外墙外模高度为3050mm。36
江苏南通六建中关村生命科学园青年公寓及配套角模有阴角模、阳角模及异型角模；阴角模与大模板之间留有2-5MM的间隙，阴角模与大模板之间通过专用连接小背楞和两道阴角压槽有效控制了错台、扭曲等现象保证砼墙体浇筑后平整、顺直。大模板与阳角模之间不留间隙，其高度与大模板等高。边框用M16螺栓连接。为减少塔吊的吊次，提高施工效率。保证工程质量，特殊部位配置角模与小模板设计成一体；即：“Z”、“L”等形状。异型角模与大模板之间用M16螺栓连接。较大的异型角模设有穿墙栓加固。5.7.3模板配板图详见大模板专业厂家配图5.7.4梁模板设计本工程梁截面较少，从200、250、300㎜，底模与侧模采用12mm厚多层板、碗扣架支撑体系，主龙骨采用100mm×100mm单面刨光方木，次龙骨选用50mm×100mm双面刨光方木。梁板模板支撑示意图梁柱节点采用定型模板，在加工好的节点模上留出梁口，将梁模板镶嵌入节点模内（见附图），使节点模与梁模形成整体，避免胀模、漏浆，确保梁柱节点角线平滑、阳角方正，接缝严密无漏浆。36
江苏南通六建中关村生命科学园青年公寓及配套5.7.5现浇板及飘窗挑板模板设计5.7.6楼板模板采用12mm厚多层板作面板，50×100mm@200mm木方作次龙骨，100×100mm木方为主龙骨，支撑系统采用碗扣式满堂脚手架，上设可调顶托，立杆下垫50×100×400mm木方，要求方向一致。D值为楼板厚，a值为700mm。顶板模板支设示意图顶板模板节点详图5.7.7楼梯模板设计36
江苏南通六建中关村生命科学园青年公寓及配套楼梯模板采用12mm厚多层板，50mm×100mm方木沿板长方向间距300mm设置。支撑采用φ48×3.0钢管及底托、顶托，底托下方垫50mm×100mm方木。楼梯底模板超出侧模2-3cm，楼梯模板现场制作，现场安装。楼梯模板施工，先支好底模，再支定型踏步模板。施工过程中注意控制标高，踏步模注意第一步与最后一步的高度与装修高度的关系。楼梯模板支设见下图。楼梯模板支设示意图5.7.8门窗洞口模板设计门窗洞口采用工具式钢制模板材制作，门洞口及预留洞口钢板侧面不允许有凹凸变形现象，和模前侧面粘贴好密封条。窗洞口模板的下板设Ф20排气孔，以防止产生气泡影响混凝土密实。36
江苏南通六建中关村生命科学园青年公寓及配套36
江苏南通六建中关村生命科学园青年公寓及配套5.7.9施工缝模板设计5.7.9.1基础底板后浇带模板见下图36
江苏南通六建中关村生命科学园青年公寓及配套5.7.9.2地下室顶板后浇带模板要求自成独立支撑体系，也就是说，地下室顶板模板拆除除时，后浇带处模板不受影响，也不拆除，见下图1000顶板分段施工缝模板顶板分段施工缝模板采用12mm厚多层板和50mm×100mm方木，配置如下图所示。36
江苏南通六建中关村生命科学园青年公寓及配套顶板分段施工缝模板示意图5.7.10预留洞口模板5.7.10.1墙预留设备洞口模板，采用12mm厚多层板及木背楞制作，根据洞口大小不同确定如何加设内撑。5.7.10.2墙预留设备洞口模板安装：上下左右用洞口加筋固定，洞口加筋上朝向洞口模板一侧加15mm规格的塑料垫块。在Ф12固定筋朝向洞口模板一侧加15mm规格的塑料垫块。如下图所示：预留洞口模板示意图5.7.10.3板预留洞：用四块12mm厚多层板制作成符合设计要求的顶板留洞口模板。（前后左右四面，上下没有）如上图所示。固定方法同墙体洞口模板，靠洞口加筋固定。为防止砼漏入，在洞模周边加贴密缝条。5.8模板的现场制作与外加工5.8.1地下室墙体模板排板根据图纸设计，绘制本工程墙体模板排板图，排板时尽量避免小块模板拚装过多。5.8.2地上大模板加工、制作本工程大模板委托给专业公司进行设计、制作及组拼，由专业公司提供的模板方案，必须由本项目技术部门组织论证后方可实施。方案一经确定后，必须严格按此组织施工，具体加工工艺及要点，平面布置及拼装图见厂家单体方案。5.8.2.1大模板加工的质量标准5.8.2.1.1质量要求a)加工制作模板所用的各种钢材和焊条以及模板的几何尺寸必须符合设计要求。36
江苏南通六建中关村生命科学园青年公寓及配套b)各部位焊接牢固，焊缝尺寸符合要求，不得有漏焊、夹渣、咬肉、开焊等缺陷。c)毛刺、焊渣要清理干净，除锈要彻底，防锈漆涂刷要均匀。5.8.2.1.2质量标准检查项目允许偏差(mm)检查方法表面平整2用2M靠尺和楔尺检查平面尺寸±2钢卷尺对角线误差3钢卷尺螺孔位置2钢卷尺5.9模板的存放5.9.1钢模板a)在编制大钢模模板方案时，必须针对钢模板的特点制定行之有效的安全措施，并层层进行安全技术交底，经常进行检查，加强安全施工的宣传教育工作。b)钢模板的堆放场地，必须坚实平整。且堆放区成封闭场地。c)吊装钢模板，必须采用自锁卡环，防止脱扣。d)吊装作业要建立统一的指挥信号。吊装工要经过培训，当大模板等吊件就位或落地时，要防止摇晃碰人或碰坏墙体。e)大模板的存放满足700~800自稳角要求，并采取背对背堆放。长期堆放时，用杉槁通过吊环把各块大模板连在一起。没有支架或自稳角不足的大模板，要存放在专用的插放架上，不得靠在其它物体上，防止滑移倾倒。f)在楼层上放置大模板时，必须采取可靠的防倾倒措施，防止碰撞造成坠落。遇有大风天气，将大模板与建筑物固定。5.10模板的安装5.10.1门窗洞口模板安装门窗洞模板是定作的工具式模板，入模时把模板调校方正，在支墙模前沿洞口模四周贴好3cm厚密封条。为保证门窗口不移位，洞口两侧及下面用φ12钢筋弯成开口套与附加筋点焊牢固，每边不少于三根，窗口模下面要打眼以使气泡排出，为使窗口不产生上浮，下口边用φ6钢筋与窗台筋连接牢固，为防止门口下面变形在贴地面处加一道横撑。门窗口支模示意见下图：36
江苏南通六建中关村生命科学园青年公寓及配套门窗洞口支模示意图5.10.2地下室外墙模板支设a)在底板浇筑砼时预埋Ф25钢筋地锚。地锚距墙3～4m，露出地面200mm，间距1.2m放置，与附加的钢筋焊接。b)模板使用前，预先装配好，标明模板编号，并吊至安装地点，按照编号在相应的模位安装。c)按位置线先拼装一面模板，然后安装斜撑，穿塑料套管和穿墙螺栓，穿墙螺栓规格和间距在模板设计时应明确规定，再安另一侧模板，调整斜撑（拉杆）使模板垂直后，拧紧穿墙螺栓。d)地下室外墙模板支撑采用φ48×3.0钢管做斜撑，每一米高度支撑一道，支撑沿墙间距为1.2m设置。支撑钢管内侧支撑于钢筋地锚上，外侧支撑在基槽护坡上。5.10.3结构墙体模板安装5.10.3.1钢质大模板的施工方法及要求工艺流程36
江苏南通六建中关村生命科学园青年公寓及配套墙体钢筋隐检墙体砼浇灌墙面砼修理刷养护剂模板清理涂刷隔离剂拆模楼板施工墙体大模板验收抄平弹线墙钢筋绑扎找平吊装大模板安装门窗洞口及埋件5.10.3.2大模板工程的施工，除了按照常规要求，做好施工准备总体部署外；并要针对大模板施工特点，做好以下准备工作：5.10.3.2.1安装前的准备工作a)安排好大模板的堆放场地由于大模板体形大、比较重，故应堆放在塔机的工作半径范围内，以便于直接吊运。大模板堆放场地应坚实、无沉降、排水畅通。b)技术交底针对大模板工程施工特点，做好施工班组的技术交底工作。c)做好测量放线工作测量放线是建筑施工的先导，只有保证测量放线的精度才能保证模板安装位置的准确。弹出水平标高控制线、轴线、模板检查线、门窗洞口线等，由有关人员进行复验。d)涂刷脱模剂脱模剂是大模板施工准备工作中一项重要的内容脱模剂的选择与应用，对于防止模板与砼粘结、保护模板、延长模板的使用寿命;36
江苏南通六建中关村生命科学园青年公寓及配套以及保持砼表面的洁净与光滑，都起着重要的作用。钢模板为油质脱模剂。e)大模板的试组装在正式安装大模板之前，根据模板的编号进行试验性安装，以检查模板的各部位尺寸是否合适，操作平台架及后支架是否合适，模板的接缝是否严密，如发现问题及时进行修理，待问题解决后方可正式安装。f)检查钢筋、埋件、保护层、予留洞口以及水电线管位置是否准确，并做好予、隐检工作。5.10.3.2.2大钢模板的安装a)为保证施工质量，模板施工实行样板引路，经三方认可后再进行大面积施工。b)安装大模板时，必须按墙体模板方案的要求，对号入座吊装就位。安装一侧横墙模板靠吊垂直，并放入穿墙螺栓后，再安装另一侧的模板，经靠垂直后，旋紧穿墙螺栓。横墙模板安装后，再安装纵墙模板。安装一间固定一间。c)在安装墙模板前板面必须清理干净并刷好隔离剂。检查水电予埋箱盒、予埋件、门窗洞口予埋是否完毕；保护层厚度是否满足要求，并办理完隐检手续，方可进行下道工序施工。d)模板支设严格按模板配置图支设，为防止模板下口跑浆，在模板下口用海绵条封严，粘贴海绵条时，先在距墙皮3mm处弹线，沿着线将海绵条粘贴在楼板面上。e)模板的安装必须保证位置的准确，立面垂直。先就位的模板可用普通2M长靠尺进行检查，后安装的模板可用双十字吊尺在模板背面靠吊垂直度。发现不垂直时，可通过支撑下的地脚螺栓进行调整。模板的横向水平一致，发现不平时，可通过模板下部的地脚螺栓进行调整。f）模板安装后接缝部位必须严密，为防止漏浆在接缝部位加贴密缝条。底部加垫10mm厚的海棉条。g）施工过程中注意成品保护，并随时检查埋件、预留孔洞、水电管线、门窗洞口位置等是否准确。h）模板安装完毕后，必须经过检查验收；预检合格后方可浇灌砼。5.10.4柱模板安装5.10.4.1施工工艺：搭设脚手架→柱模就位→安装柱模→安设支撑→固定柱模→浇筑混凝土→拆除脚手架、模板→清理模板5.10.4.2柱模安装前，必须在楼板面放线、验线，放线时应弹出中心线、边线、支模控制线。36
江苏南通六建中关村生命科学园青年公寓及配套5.10.4.3柱根施工缝处经剔凿、清理、吹洗干净后，根据柱模控制线找准模板位置，调整其垂直度。逐块修整板面、边框，清理混凝土残渣，泥浆，并涂刷脱模剂。5.10.4.4为防止柱子模板根部浇筑混凝土时漏浆，支模前应在楼面柱子根部粘贴海绵条。5.10.4.5安装时利用可调支撑及钢丝绳斜接撑将柱模板固定，利用可调支撑在四个方向将柱模固定。5.10.4.6柱模安装完成后，将柱模内清理干净，封闭清理口，办理柱模预检。5.10.5梁模板安装5.10.5.1施工工艺：搭设模板支架→调整标高→安装梁底模→绑梁钢筋→安装侧模→办预检5.10.5.2按照梁模设计支设模板支架，搭设完毕后，按设计标高调整支柱的标高，然后安装梁底板，并拉线找直，梁底板应起拱，当梁跨度等于或大于4m时，梁底板按设计要求起拱。如设计无要求时，起拱高度宜为全跨长度的1/1000～3/1000。5.10.5.3绑扎梁钢筋，经检查合格后办理隐检，并清除杂物，安装侧模板，并根据计算加穿梁螺栓加固。5.10.5.4安装后校正梁中线、标高、断面尺寸。将梁模板内杂物清理干净，检查合格后办预检。5.10.4顶板模板安装5.10.4.1主要工艺流程：搭设满堂脚手架安装主龙骨安装次龙骨铺面板模板校正标高加设立杆水平拉杆预检涂刷脱模剂5.10.4.2调整现浇板支撑架的间距，满堂红碗扣36
江苏南通六建中关村生命科学园青年公寓及配套架搭设要求拉杆放齐，扣件上紧，再放上顶托，依标高调整好高度，摆放碗扣架立杆（在每根碗扣架立杆下部垫50×100×400mm方木，为保证上下层的碗扣件立杆在一条垂直线上，支撑前放线人员放出立杆位置线），U托上放置100×100mm方木做主龙骨，主龙骨上间距1200mm布置。50×100mm方木做次龙骨，次龙骨间距250mm，次龙骨上覆12mm厚多层板，用铁钉固定，再依标高控线在板下调整高度，控制板面标高略高1mm左右。5.10.4.3板与板交接缝处放好木方，便于固定多层板。5.10.4.4模板之间采用硬拼缝，安装面板前必须将板边刨直刨齐，保证拼缝严密。5.10.4.5当模板跨度大于4m～6m时，模板起拱2‰，起拱位置在跨中。5.10.4.6立杆支撑位置上下保持对应。5.10.4.7阳台、挑板模板随顶板一起支设，栏板后浇，施工缝留成坡口形式。5.10.4.8剪力墙施工至板底，有梁部位留设梁窝，高度不小于梁上铁下锚尺寸。5.11模板拆除5.11.1钢模板拆除墙体模板拆除：墙模拆除时，混凝土强度必须大于1.2N/mm2（可以用铁钉划砼表面，砼露出白色痕迹即可确定砼达到1.2N/mm2），先拆穿墙螺栓等连接件，再拆除支撑，然后轻轻撬动模板，使模板与混凝土墙脱离，拆模防止损坏模板边缘。5.11.1.1单片大模板的拆除拆模顺序是：先拆纵墙模板，后拆横墙模板和门洞模板及组合模板。每块大模板的拆除顺序是：先将连接件，如花篮螺丝、上下卡子、穿墙螺栓等拆除，放入工具箱内，再松动地脚螺栓，使用撬棍撬动模板底部，不得在上口撬动、晃动和用大锤砸模板。36
江苏南通六建中关村生命科学园青年公寓及配套5.11.1.2角模的拆除，角模的两侧都是砼墙面，吸附力较大，加之施工中模板封闭不严，或者角模位移，被砼握裹，因此拆模比较困难。可先在角模上部焊一根50cm长的钢管，拆模时用撬棍轻轻撬动，将角模脱出。千万不可因拆模困难用大锤砸角模，造成变形，为以后的支模、拆模造成更大困难。5.11.1.3门窗洞模板的拆除将调节丝杠收紧后，使面板脱离墙面30～40mm后再离开，要防止将门洞部分的砼拉裂。5.11.1.4角模及门洞模板拆除后，要及时进行修整，以便于周转使用。跨度大于1000mm的门洞口，拆模后要加设支撑，或延期拆模。5.11.1.5脱模后在起吊大模板前，要认真检查穿墙螺栓是否全部拆完，无障碍后方可吊出。吊运大模板时不得碰撞墙体，以防墙体裂缝。大模板尽量做到不落地，直接在楼层上进行转移，以减少占用塔机的时间。5.11.1.6大模板及其配套模板拆除后，及时将模板板面的水泥浆清理干净，刷好脱模剂，以备下次使用。在楼层上涂刷脱模剂时，要防止将脱模剂溅到钢筋和砼板面上。5.11.2顶板模板拆除5.11.2.1模板拆除，遵循先安后拆，后安先拆的原则。5.11.2.2拆除时先调减调节杆长度，再拆除主、次龙骨及多层板，最后拆除脚手架，严禁颠倒工序损坏面板材料。5.11.2.3拆除后的模板材料，及时清除面板砼残留物，涂刷隔离剂。5.11.2.4拆除后的模板及支承材料按照一定顺序堆放，尽量保证上下对称使用。5.11.2.5严格按规范规定的要求拆模，严禁为抢工期、节约材料而提前拆模。5.11.2.6承重性模板（梁、板模板）拆除时间见下表结构名称结构跨度（m）达到标准强度百分率（%）板≤2≥50>2，≤8≥75>8≥100梁>8≥100≤8≥75悬臂构件-≥1005.11.2.7非承重构件（墙、梁侧模）拆除时，在常温20℃下，侧模在混凝土强度达到1.2MPa时方可拆除，通常是混凝土的强度在拆模时应能保证不缺棱掉角。5.11.2.8根据《混凝土结构工程施工质量验收规范》（GB50204）规范规定：“36
江苏南通六建中关村生命科学园青年公寓及配套已拆除模板及支架的结构，在混凝土强度合符设计强度等级的要求后，方可承受全部使用荷载；当施工荷载所产生的效应更为不利时必须经过核算，加设临时支撑”。5.11.3后浇带模板的拆除时间及要求后浇带模板自成独立支撑体系，地下室顶板模板拆除除时，后浇带处模板不受影响，也不拆除，待地下室顶板混凝土浇注后两个月进行后浇带混凝土浇筑。5.12模板的维护与维修5.12.1模板使用过程中注意事项5.12.1.1大模板安装必须垂直，角模方正，位置标高正确，两端水平标高一致。5.12.1.2模板之间的拼缝及模板与结构之间的接缝必须严密，不得漏浆。5.12.1.3门窗洞口必须垂直方正，位置准确采用先立口作法，门框必须固定牢固、连接严密，两侧与模板面接触处粘贴6×20mm海棉条。在浇灌砼时不得位移和变形。5.12.1.4脱模剂必须涂刷均匀。5.12.1.5拆除墙柱模板时严禁碰撞墙柱。对拆下的模板要及时进行清理和保养，发现变形、开焊要及时进行修理。5.12.1.6电梯井筒及楼梯间墙支模时，必须保证上下层接槎顺直，不错台不漏浆。5.12.1.7安装或拆除大模板时，操作人员和指挥必须站在安全可靠的地方，防止意外伤人。5.12.1.8拆模后起吊模板时，检查所有的穿墙螺栓和连接件是否全都有拆除，在确无遗漏、模板与墙柱完全脱离后，方准起吊。待起吊高度超过障碍物后，方可转臂行车。5.12.2多层板的使用维护5.12.2.1顶板模板，尽量做到同部位上、下层周转。避免用到别处不同尺寸部位。5.12.2.2模板拆除时，严禁用撬棍乱撬和高处向下乱抛，以防口角损坏。5.12.2.3梁、板模板支设完成以后，在其上面焊接或割除钢筋时，模板上必须垫铁板，以防烧伤模板。5.12.2.4边角模板严禁用整板模切割。5.12.2.5木模板码放时要套叠成垛，码放高度应控制，不得因码放过高使模板受损。5.12.3钢模的维修5.12.3.1进场后的模板，临时堆放时，距地间距大于100mm；必须用编织布临时遮盖，使用前，必须刷脱模剂。5.12.3.2施工过程中，严禁用利器或重物乱撞模板，以防损坏或变形。36
江苏南通六建中关村生命科学园青年公寓及配套5.12.3.3拆下的模板和支撑、加固件、连接材料，应清理粘结物，涂刷脱模剂，并分类堆放，如发现模板不平或肋边损坏变形就及时修理，并补刷防锈剂。5.12.3.4对变形严重的运回厂家进行维修。5.13季节性施工措施根据总控进度计划安排本结构工程经过冬期；因此，需要考虑冬季施工，必须做好模板的保温工作，按照冬雨施方案组织实施。36
江苏南通六建中关村生命科学园青年公寓及配套6质量要求及管理措施6.1工程质量目标本工程按照国家标准及北京市的要求，以及施工规范、规程进行质量检查评定。质量目标为确保合格。6.2质量要求及允许偏差6.2.1模板及其支撑必须有足够的强度、刚度和稳定性，不允许出现沉降和变形。6.2.2模板内侧平整,模板接缝不大于1mm，模板与砼接触面清理干净，脱模剂涂刷均匀。6.2.3在浇注砼过程中，派专人看模，检查扣件、对拉螺栓螺帽紧固情况，发现变形、松动等现象及时修整加固。6.2.4模板制作允许偏差模板制作允许偏差项目允许偏差（mm）检查方法平面尺寸-2尺检表面平整22m靠尺对角线差3尺检螺栓孔位偏差2尺检6.2.5模板安装允许偏差模板安装允许偏差项次项目允许偏差值检查方法1轴线位移柱、墙、梁5尺量2底模上表面标高±5水准仪或拉线尺量3截面模内尺寸基础±10尺量柱、墙、梁±4、-54层高垂直度层高不大于5m6经纬仪或拉线尺量大于5m836
江苏南通六建中关村生命科学园青年公寓及配套5相邻两板表面高度差2尺量6表面平整度5靠尺、塞尺7预埋铁件中心线位移3拉线、尺量8预埋管、螺栓中心线位移3拉线、尺量螺栓外露强度＋10、－09预留孔洞中心线位移10拉线、尺量尺寸＋10、－010插筋中心线位移5尺量外露长度＋10、06.3质量保证措施6.3.1根据质量保证体系图,建立岗位责任制及质量监督制度,明确分工职责,落实施工质量控制责任。6.3.2严格按工序质量程序进行施工，确保施工质量。6.3.3全面推行样板制。对分项样板施工进行专项控制，监督施工全过程。分项样板施工完后，组织甲方、监理进行检查，认可后方可大面积施工。6.3.4施工过程中建立有效的质量信息反馈及定期质量检查制度。6.3.4.1项目经理部对于施工中出现的问题，以质量问题整改单形式下发至班组，同时报项目技术负责人、生产经理、工程部、技术部备案，并对质量问题整改单上的问题进行跟踪、复检。6.3.4.2项目经理部定于每月５日由项目总工牵头，组织项目各负责人参加现场质量联合检查活动。检查上月施工中的质量情况，总结经验提出问题，将质量检查情况通报各方。6.3.5建立完善的组织机构和质量责职，制定各级岗位人员职责，明确分工。6.3.6做好工程质量计划、措施的制定和实施工作，确定技术交底中质量标准。6.3.7组织班组人员的技术培训和岗位教育。6.3.8贯彻执行自检、互检、交接检制度，开展“一案三工序”管理活动，及时提出存在的质量问题和工序改进建议，对交付检验的工程质量负责。6.3.9加强施工图纸和变更洽商的使用和管理，施工技术人员要认真理解设计意图，对变更要及时通知有关人员。6.3.1036
江苏南通六建中关村生命科学园青年公寓及配套给现场管理人员和施工人员配备齐各各类施工规范、规程、标准图集等指导性文件，建立借阅手续，为正确施工提供必要的技术保证。每天召开主要管理人员碰头会，及时解决、协调质量问题。6.3.11模板支设过程中，木屑、杂物必须清理干净，在顶板下口、墙根部留设清扫口。将杂物及时清扫后在封上。6.3.12对局部的漏浆、挂浆应及时铲除。6.3.13各类模板制作严格要求，经项目部技术质量部验收合格后方可投入使用。模板支设完后先进行自检，其允许偏差必须符合要求。凡不符合要求的及时返工调整，合格后方可报验。6.3.14模板验收重点控制模板的刚度、垂直度、平整度，特别注意外围模板、电梯井模板、楼梯间等处模板轴线位置正确性。6.3.15模板支设前,必须与上道进行工序交接检查，检查钢筋、水电预埋箱盒、预埋件、预留筋位置及保护层厚度等是否满足要求，执行各专业工种联检制度，会签后方可进行下道工序施工。6.3.16为有效控制保护层及模板位置，模板支设前，其根部须加焊Ф14钢筋限位，以确保其位置正确。顶板砼浇注时在墙根部预埋Ф14短钢筋头，以便与定位筋焊接，避免与主筋焊接咬伤主筋。限位筋按1.2m设置。6.3.17为保证保护层厚度，在支设模板前要在墙筋上放置塑料垫块、限位卡梯形筋；并在墙、柱上口钢筋保护层限位器，以确保砼保护层厚度。6.3.18木制体系的模板拼装前须将龙骨和多层板的边缘刨光，以便使龙骨与模板、模板与模板接合紧密。6.3.19为防止墙柱模板根部漏浆，在其脚下垫10mm厚海绵条的措施来防漏浆。36
江苏南通六建中关村生命科学园青年公寓及配套7其它管理措施7.1安全注意事项及保证措施7.1.1建立安全施工保证体系，落实安全施工岗位责任制。7.1.2建立建全安全生产责任制，签定安全生产责任书，将目标层层分解落实到人。7.1.3队伍进场后，所有人员经过项目安全科的三级安全教育考试合格后，方可进入现场施工。7.1.4施工前，工长必须对工人有安全交底；进入施工现场人员必须戴好安全帽，高空作业必须用安全带，并要系牢。做好结构的临边防护及安全网的设置。医生检查认为不适合高空作业者不得进行高空作业。7.1.5特殊工种人员必须持证上岗。7.1.6强化安全法制观念，各项工序施工前必须进行书面安全交底，交底双方签字齐全后交项目安全科检查、存档。7.1.7现场临电设施定期检查，保证临电接地、漏电保护器、开关齐备有效。夜间施工，施工现场及道路上必须有足够的照明，现场必须配置专职电工24小时值班。7.1.8落实“安全第一、予防为主”的方针，现场内各种安全标牌齐全、醒目，严禁违章作业及指挥。现场危险地区悬挂“危险”或“禁止通行”的明显标志，夜间设红灯警示。7.1.9模板堆放区场地必须坚实无下沉，模板堆放倾角≤80度。7.1.10吊装模板设专人指挥，不得擅自违章作业。模板安装应有缆绳，以防模板在高空转动。风力过大，应停止吊运。不得随意将两块模板连接后同时起吊。经常对吊构进行检查，如发生破坏立即停止吊运，更换合格的吊构后方可继续吊运。7.1.11大模板施工应按其专业施工要求进行施工。7.1.12施工现场不准吸烟。模板堆放区、木工房、木料堆放区应有完善的防火、灭火措施。7.1.13拆模板时相互配合，协同工作。传递工具时不得抛掷。拆顶板模板时不允许将整块模板撬落。拆模时应注意人员行走，并注意提醒。7.1.14不得在脚手架上堆放木料、模板及其他材料。7.1.15模板支设做到工完场清，现场模板架料堆放整齐，有明显标识；木模板堆放场地必须平整、坚实，无支架模板须置于钢管搭设的护栏内。不得在脚手架上堆放大批模板及材料。现场模板架料和废料及时清理，并将裸露的钉子拔掉或打弯。7.1.16施工中的楼梯口、电梯口、预留洞口、出入口做好有效防护36
江苏南通六建中关村生命科学园青年公寓及配套7.2文明施工及环境保护管理措施7.2.1文明施工管理系统图项目经理生产经理工程部物资部工长经营部7.2.2现场场容实行责任区包干制度，定期检查评比。7.2.3现场临时道路进行硬化处理，每天洒水清扫，防止扬尘。出场车辆经过清扫处理，防止沿途遗洒。7.2.4合理安排施工工序，尽量降低噪音。7.2.5现场废料及加工厂木榍等，按照指定地点堆放，然后由专用车辆，运至场外废弃场。7.2.6工地厕所及时清扫、打药。7.3成品保护措施在多工种多层次组织交叉流水作业的施工现场，做好成品保护工作有利于保证工程质量和施工进度，并节约材料和人工。因此应采取如下措施：7.3.1抓好宣传教育工作，使全体干部职工从思想上重视行动上注意。7.3.2安排生产的主要领导要认真做好各合理安排工序，科学管理。7.3.3不得拆改模板有关连接插件及螺栓，以保证模板质量。7.3.4模板拆除时能保证其表面及棱角不因拆模而受损。7.3.5将土建、水、电、空调、消防等各专业工序相互协调，排出工序流程表，各专业按此流程施工，严禁违反程序施工。7.3.6工序交接全部采用书面形式并由双方签字认可，由下道工序作业人员和成品保护人员同时签字确认。下道工序作业人员对防止成品的污染、损坏或丢失负直接责任，成品保护人对成品保护负监督、检查责任。7.4材料管理措施7.4.136
江苏南通六建中关村生命科学园青年公寓及配套项目部按公司质量体系程序文件对采购对进场材料进行质量检验和控制。材料进场必须有材质证明，根据要求进行抽样送检试验。7.4.2加强材料的保管工作，最大限度地减少人为损耗。7.4.3加强材料的平面布置及合理码放，防止因码放不合理造成的损坏和浪费。7.4.4加强施工现场、垃圾站的管理，做好剩余材料的分拣、回收工作。7.4.5施工完毕后，剩余材料及时收集整理，严禁随意乱扔。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^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$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