东台市西溪景区核心区拆迁安置区1#楼工程施工图预算及施工组织设计_毕业设计

'盐城工学院本科生毕业设计（下）2013东台市西溪景区核心区拆迁安置区1#楼工程施工图预算及施工组织目录1编制依据···············································12工程概况···············································22.1工程建筑概况········································22.2建筑设计特点········································22.3结构设计特点········································22.4施工特点············································32.5施工条件············································33施工目标···············································44施工项目管理总体安排···································54.1项目部机构··········································54.2现场项目管理机构····································64.3现场安全管理机构····································64.4现场环境、文明施工管理网络··························74.5工程主要负责人简介··································V 盐城工学院本科生毕业设计（下）201375施工方案··············································105.1施工顺序···········································105.2施工起点和流向·····································105.3工艺流程···········································105.3.1基础工程········································105.3.2主体工程········································105.3.3屋面工程········································105.3.4装修工程········································115.3.5垂直、水平运输··································115.4施工方法和施工机械的选择···························115.4.1桩基工程········································115.4.2土方工程········································115.4.3基础工程········································125.4.4现浇结构工程····································135.5V 盐城工学院本科生毕业设计（下）2013施工工艺···········································175.5.1门窗安装········································175.5.2挤塑板保温施工··································185.5.3保温砂浆施工····································185.6施工机械的选择·····································195.6.1施工机械的配置··································195.6.2主要检测用品需用量计划··························215.6.3主要安全用品防护计划····························216施工进度计划··········································236.1施工进度计划·······································236.2施工进度计划横道图·································236.3保证工程进度措施···································237施工准备计划··········································278各项资源需用量计划····································288.1劳动力计划·········································288.2V 盐城工学院本科生毕业设计（下）2013设备计划···········································298.3材料计划···········································309施工总平面布置图······································3210技术准备措施·········································3310.1保证质量的一般措施································3310.2质量通病防治措施··································3310.3材料进场验收······································3410.4各分部工程质量通病防治····························3410.4.1基础工程·······································3410.4.2主体结构工程···································3510.4.3屋面工程·······································3710.5保证安全生产的措施································3910.6保证文明施工的技术组织措施························4010.7确保工程工期的技术组织措施························4111技术经济指标分析·····································4211.1技术方面··········································4211.2V 盐城工学院本科生毕业设计（下）2013施工方面··········································4211.3安全方面··········································4211.4实行强制式机械管理································4211.5采用独特的物资供应和管理模式······················4211.6其他方面··········································43V 盐城工学院本科生毕业设计（下）20131编制依据a)江苏中城设计研究院有限公司设计的08025-8、9施工图纸b)本工程现场条件和周围环境c)中华人民共和国现行的“建筑工程施工及验收规范”、“建筑工程质量检验评定标准”。d)承包商的综合经济实力和计划投入本工程的各类资源。e)承包商已认证的ISO9002质量体系程序文件和第三层次支持性文件。f)江苏省和盐城市工程建设现行有关指令性文件规定。g)建筑业十项新技术、新工艺推广及应用。h)建设部推行的强制性标准。i)根据拟建的施工现场的地况、地貌及地方资源、条件、交通及本地区的历史气象条件。j)按我公司现有物质条件、生产能力、竞争水平。-43- 盐城工学院本科生毕业设计（下）20132工程概况2.1工程建筑概况工程名称：西溪景区核心区拆迁安置区1#楼工程；工程地址：位于东台市西溪东广公路北侧，交通便利；工程性质：该建筑物为安置小区1号住宅楼；工程用途：为安置住宅楼；设计单位：江苏中城设计研究院有限公司设计；开竣工日期：工程于2009年6月开工，2010年1月竣工，施工总工期218日天；施工图：本设计图纸为建筑施工图设计，包括建筑、结构、水、暖、电专业设计内容。2.2建筑设计特点本建筑基底占地面积631.2m2；总建筑面积3670m2；住宅楼共5+1层,局部六层首层为车库，2-6层为住宅层；首层车库层高为2.5米，2-6层层高为3米；总高17.65米；总长58.79米；总宽13.1米；室内装修设计另行委托，按二次装修设计施工。2.3结构设计特点基础类型：桩基础、条形基础；桩的类型：混凝土灌注桩；主体结构类型：现浇框架结构；埋深深度：1.3m；桩的根数：166根；桩的直径：377mm；桩的长度：18m；混凝土标号：基础垫层混凝土强度等级为C10，为注明的均为C25；框架抗震等级三级；建筑结构安全等级为二级；建筑耐火等级为二级；-43- 盐城工学院本科生毕业设计（下）2013屋面防水等级为二级；抗震设防烈度7度；抗震构造措施设防烈度1度；2.4施工条件施工场地平整，道路修建至施工现场，土石方及人工挖孔桩土石方完成，三通一平，符合开工条件。2.5施工特点a)工程需做好相应的安全、文明施工措施，降低噪音，安全防护落实到位，提高现场文明施工程度。b)妥善解决好抗震节点构造、混凝土强度、防水屋面等重点部位的施工。c)本工程塑钢窗、钢质进户门、车库钢质门、外墙乳胶漆以及水电安装材料等由甲方提供，材料质量由采购方负责，施工质量由施工方负责。d）施工工期含夏、秋、冬三季，需采用相应的进度工期和季节性施工措施。e）该工程场地面积宽松，我公司决定强化施工现场平面设计与管理。f）环境保护要求高，本工程施工时必需减少噪声和环境污染，维持区域内正常环境，文明施工要求高。-43- 盐城工学院本科生毕业设计（下）20133.施工目标a)工程质量：按国家有关施工验收规范和建筑安装工程质量检验评定标准，一次验收合格率100％，确保合格工程。并实行项目经理质量终身制,保修按建设部80号令。b)施工工期：根据业主要求及考虑类似总承包工程经历，确定工期250天交工（日历天），施工过程设立工期控制点，并确保各工期控制点的实现。c)施工安全：施工安全合格率100％，杜绝设备、消防等重大安全事故，确保安全优良工程。d)文明施工：维护周边环境及正常秩序，减少施工噪声和施工影响，确保达到文明工地标准。-43- 盐城工学院本科生毕业设计（下）20134.施工项目管理总体安排4.1项目部机构建立项目经理负责，项目副经理、项目工程师中间控制，项目部下设数个职能小组的三级组织，详见图4-1。项目副经理项目工程师项目经理计量员安全员资料员技术员施工员材料员质检员核算员合同预算员统计员采购员设备管理员各施工队图4-1项目部机构详图项目部按上述机构建制，为能更重点、更有效地别抓好质量、安全、文明施工管理工作，在项目经理的统一协调领导下，有重点的分别设置质量、安全、文明施工管理组织机构，形成专管成线，群管成网，横管到边，纵管到底的管理网络。4.2现场质量管理机构详见图4.2-43- 盐城工学院本科生毕业设计（下）2013项目经理项目副经理项目工程师材料设备资料计量业主指定专业分包单位安装各专业工种测量检测土建各专业工种土建质检员、安装质检员图4-2现场质量管理机构4.3现场安全管理机构业主指定专业分包单位安装各专业工种土建各专业工种项目经理安全领导组组长项目副经理安全领导组副组长专业安全员安全领导组副组长详见图4-3图4-3现场安全管理机构详图-43- 盐城工学院本科生毕业设计（下）20134.4现场环境、文明施工管理网络详见图4-4业主指定专业分包单位安装各专业工种土建各专业工种项目经理环境管理、文明施工领导小组组长项目副经理环境管理、文明施工领导小组副组长环境管理员环境管理、文明施工领导小组副组长后勤管理图4-4现场环境文明施工管理网络详图4.5工程主要负责人简介土建工程项目经理部：我司安排近几年在变电所施工质量实绩最好的、有丰富的工程施工经验的、有良好合作关系的项目班子承建该工程。项目经理部设项目经理、项目副经理、项目工程师、质量管理员、材料管理员、安全管理员等。详见表4-5-43- 盐城工学院本科生毕业设计（下）2013工程主要负责人详表机构项目机构人数职务职称主要岗位责任总部项目主管1副总经理工程师协调统管工作技术负责人1总工程师高工技术监督工作现场项目经理1项目经理工程师工程总负责项目副经理1项目副经理工程师生产经营负责项目工程师1技术负责人工程师现场技术工作测量管理员1测量员工程师现场测量施工管理员2施工员助工现场施工技术质量管理1质检员工程师现场质量监督材料管理1材料员助工现场材料采购安全管理1安全员助工现场安全监督计划管理1预算员助工工程计划核算、管理资料、信息管理2资料员助工工程资料搜集、信息管理表4-5各类人员职责项目经理：作我司施工代表，负责项目经理部的全面工作，沟通项目部各部门之间、与公司之间、与建设方及横向单位之间的关系；指导工程预决算、合同执行、资金调配、成本核算、月报审核等事宜。项目副经理：协助项目经理主持全面工作、其职能主要为主持现场生产工作、保障后勤供需、劳动分配、安全生产、文明施工等事宜。项目工程师：项目技术负责人，具体分管技术、技术交底和技术复核工作，负责对施工全过程的技术管理工作。项目材料员：主要负责材料询价、采购，同时负责机械设备和周转材料按计划进场。项目施工员：负责施工方案的实施、测量至工程竣工全过程。-43- 盐城工学院本科生毕业设计（下）2013项目质量员：工程质量的预控与检查。项目安全员：主要负责施工现场的安全动态管理、环境保护等工作。-43- 盐城工学院本科生毕业设计（下）20135施工方案5.1施工顺序坚持先地下后地上，先结构后装修的原则。桩基工程完工后即进行土建工程施工，施工顺序为：基础──主体──屋面──内外装修（含节能保温）。5.2施工起点和流向a)遵循“先地下后地上，先结构后围护，先主体后装饰，先土建后安装，安装预留、预埋与土建施工同步进行”的施工原则。b)为确保工程进度，装饰工程按二层以下和二层以上划分，室内粗装饰从下至上（以便二次精装饰及时插入施工），精装饰从上至下施工流向；采用先墙顶后地面施工程序；室外装饰施工流向从上至下。c)整个工程以基础地下结构、主体结构、室内装饰施工为关键线路,其他工序穿插进行，预埋、预留及安装工程配合协调,主要分部分项工程在时间上和空间上紧密配合，确保各阶段形象进度的完成及工程整体进度的实现。5.3工艺流程5.3.1基础工程施工顺序：放线——打桩——土方──基槽验收──基础垫层──桩头处理──弹线──绑扎基础钢筋──验收──基础模板──基础砼──基础墙体砌筑——验收──回填。5.3.2主体工程a）主体框架施工顺序：轴线复核──柱钢筋──验收──柱模板──验收──梁侧、底模──板底模──梁板钢筋──验收──浇筑砼──验收；b）主体砌体施工顺序：轴线复核──构造柱钢筋──墙体砌筑──验收──构造柱模板──柱砼──验收──腰梁模板──腰梁钢筋──验收──砼浇筑──验收5.3.3屋面工程结构层清理──找平层──保温层、防水层──屋面-43- 盐城工学院本科生毕业设计（下）20135.3.4装修工程内外装修本着由上而下，由外到内的原则，其施工顺序为：墙面清理处理──外墙基层抹灰──外墙油漆──室内天棚抹灰──内墙抹灰──楼地面基层──楼地面面层──安装门窗──室内油漆。5.3.5垂直、水平运输a)垂直运输：配备塔吊作为输送砖、砼、砂浆拌合物等材料的主要工具，装饰阶段安装龙门架用以运送材料。b)水平运输：场外以汽车、拖拉机运至现场，场内用人力板车及翻斗车运输。c)基础及主体混凝土一律采用商品混凝土，泵送。5.4施工方法及施工机械的选择5.4.1桩基工程使用一台YP400压桩机，机器就位到施放好的桩位上，用吊锤找出桩机桩位上的中心线，调节机器前后撑脚，使机器平衡，机器两侧有塑料管作好水平标志，机器水平后，再次从桩位中心线用吊锤复核桩位是否在同一中心线上。将桩尖对桩位进行定位，开动起重机，吊起下级桩，起吊时速度不宜快，以免碰撞，吊至高出机器台面，调整桩身垂直度，起重机慢慢放下桩，注意调节桩身与压桩孔的中心线保持一致，将下节桩对桩尖，起重机松下钢丝绳，油顶开始工作，每个行程1.5m，如此反复将该节桩压到位，再起吊上节桩。接头焊接时用两台焊机同时对称施焊，上节桩应同心，偏心不大于5mm，接头焊接完毕后，经监理验收合格后，再将桩顶压到设计标高。压桩时中途不得停顿，应一次到位。如需中途停顿，桩尖应停留在软土局层中，停顿时间不宜太长。5.4.2土方工程a）场地平整a场地平整的允许误差表面标高：人工清理：±300mm；机械清理：±100mm。长度、宽度（由设计中心向两边量）：为方便施工清理出足够的场地。-43- 盐城工学院本科生毕业设计（下）2013b场地积水的预防平整前，对整个场地的排水坡、排水沟、截水沟、下水道进行系统设计，做好排水设施，使整场地水流畅通。建筑场地内的填土认真分层回填辗压夯实，使密实度不低于设计要求。一般也应分层回填，分层夯实，使相对密实度不低于85％，避免松填。做好场地的复核工作，避免出现标高误差。c挖土本工程一律采用机械挖土，使用一台R1300W挖掘机，分层开挖，并控制好开挖深度。施工中应对土质情况、地下水位和标高等的变化经常检查，作好原始记录，如发现基底土质与设计不符时，需经有关人员研究处理。当基坑开挖后如发现暗塘、暗沟、古河道、墓穴、松土坑等土质异常情况应根据设计、监理等有关部门的会办意见及时处理。d基坑开挖与维护基坑泡水的预防：开挖基坑周围应设排水沟或挡水堤，防止地面水流入基槽内，应逐层开挖，逐层放坡，并加深排水沟和集水井。e验收报监理部门组织设计单位、建设单位、施工单位一起对基坑验收、校对轴线。做好隐蔽工程的验收记录。5.4.3基础工程a)垫层a本工程基础垫层为砼垫层，在垫层施工时应埋设垫层高度的底桩以控制好标高。外围应设简易模板，以保证垫层位置尺寸符合设计要求。b严格控制垫层砼配合比严格按试验室配合比施工，用平板振动器进行振捣，搅拌养护和施工缝处理必须符合施工规范规定。c垫层浇筑时，基坑内不得有积水等。d施工时应注意检查垫层砼的平整，顶面标高的正确，做好自检工作。e随机制作砼试块，以检测砼强度。b)钢筋砼基础a钢筋的制作严格按照设计图纸及施工规范的有关规定进行施工。b钢筋制作前必须有钢材合格证和二次试验报告单以及焊条合格证，焊接接头试验报告。-43- 盐城工学院本科生毕业设计（下）2013c四周侧模立好后，应先在基槽底弹出基础边线和中心线，再把侧板和端头板对准边线和中心线。用水平尺校正侧板顶面水平，经检测无误差后，用斜撑、水平撑及拉撑钉牢。d施工前必须做好各种级别砼和砂浆的配合比，做好钢筋、水泥、砖、砂、石子的二次复检，校核轴线，垫好钢筋四周塑料保护层垫块。要及时做好各分部的隐蔽验收记录。e准备好磅秤、斗车等计量器具，做好施工计量工作，用以保证配合比的准确性。f砼浇筑时应注意四周模板支撑牢固，以保证基础的几何尺寸满足设计要求。g基础施工中应制作留置多组试块。5.4.4现浇结构工程a)钢筋工程A加强对钢材的进场验收关，及时做好二次复检工作，确保原材料的质量合格。B钢材的堆放分类、分级、架空，减少钢材的变形和锈蚀，同时注意取用方便。C根据钢筋下料单统一下料，力求减少零料。D钢材的焊接必须经抽样试验合格后方可投入使用，要确保焊条焊剂的质量以及焊接接头的物理性能,竖向钢筋采用电渣压力焊。a焊接接头位置应相互错开：有接头的钢筋截面积占钢筋截面积的百分率(指同一截面)，非预应力钢筋在受拉区不超过50%；预应力钢筋在受拉区不超过25%。b焊接接头数量限制：构件全长钢筋应尽量少设焊接接头，在任一焊接接头中心主长度为钢筋直径的35倍且不小于500mm的区段内。同一根钢筋不得有两个接头。c焊接接头位置限制：接头距钢筋弯曲处不应小于10倍的钢筋直径，也不宜位于构件最大弯矩处。E钢筋绑扎注意保护层和主筋间距，同时严格按照施工图和施工规范中的要求进行。a交叉点处理，钢筋的交叉点应用铁丝扎牢，板的钢筋网，除靠近外围两行钢筋相交点全部绑扎外，中间部分的相交点可以相互间隔交错绑扎，双向受力钢筋组全部绑扎。-43- 盐城工学院本科生毕业设计（下）2013b绑扎接头位置应相互错开：在受力钢筋直径30倍范围内，绑扎接头受力钢筋截面积占受力钢筋总截面积的百分率，受拉区不得超过25%，受压区不得超过50%。c绑扎接头位置限制：搭接长度的末端与钢筋弯曲处的距离，不得小于钢筋直径的10倍，也不宜位于构件最大弯矩处。钢筋类型混凝土强度等级C20C25C30C35≥C40光圆钢筋HPB235级33d28d25d23d23d带肋钢筋HRB335级41d35d31d29d29dHRB400级49d42d37d34d31dCRB550级40d35d30d28d25d纵向受拉钢筋最小锚固长度要求见表5-1纵向受拉钢筋最小锚固长度要求表表5-1F成品钢筋堆放明码标注部位、根数，以便使用。G弯钩、弯起筋、锚固长度必须符合图纸要求。H钢筋绑扎后对照图纸自检、自查，发现问题及时整改，同时必须符合抗震设防构造要求。I自检评定后，报监理部门组织相关单位进行验收，合格后方可进入下道工序的施工。J施工中技术员及时对施工工长及工人进行施工规范和规程的学习和技术要点交底。K砼浇筑过程中，专人看护，确保钢筋位置及钢筋的砼保护层。钢筋保护层垫块一律采用塑料定型卡子。L有填充墙相连的框架柱内应预留拉接筋，无法预留的应用结构胶植筋法植入梁内。其长度应满足锚固与构造要求。a)模板工程-43- 盐城工学院本科生毕业设计（下）2013模板要求有足够的强度、刚度、稳定性和足够有效的支承面积，能可靠地承受新浇砼的重量和侧压力及施工中产生的荷载，符合设计要求。A安装柱模板a工艺流程弹柱位置线→抹找平层作定位墩→安装柱模板→安柱箍→安位杆或斜撑→办预检。b按标高抹好水泥砂浆找平层，按位置线做好定位墩台，以便保证柱轴线边线标高的准确，或者按照放线位置，在柱周边离地5-8cm处的主筋上焊接支杆，从四边顶模板，以防止位移。在柱根部浇筑5cm厚柱截面大小与柱子同等级砼柱根，以固定钢模并防止烂根。c安装柱模板：通排柱，先装两端柱，经校正、固定、拉通线校正中间各柱。模板按柱子大小，预拼成一面一片或两面一片，就位后先用铁丝与主筋绑扎临时固定，用Ｕ形卡将两侧模板连接卡紧，安装完两面再安另外两面模板。d安装柱模箍：柱箍可用角钢、钢管等制成，柱箍应根据柱模尺寸、侧压力大小，在模板设计中确定柱箍尺寸间距。e安装柱模的拉杆或斜撑：柱模四边设立拉杆，固定于事先预埋在楼板内的钢筋环上，用经纬仪控制，用花篮螺栓调节校正模板垂直度。拉杆与地面夹角宜为45度，预埋的钢筋环与拉杆距离宜为3/4柱高。f将柱模内清理干净，封闭清理口，办理柱模预检。B安装梁模板a工艺流程弹线→支立柱→调整标高→安装梁底模→绑梁钢筋→安装侧模→办预检。b柱子拆模后在混凝土上弹出轴线和水平线。c安装梁底模支柱之前，地面必须夯实，支柱下垫长脚手板。一般梁支柱采用单排，当梁截面较大时可采用双排或多排，支柱的间距应由模板设计规定，一般情况下，间距以60-100cm为宜。支柱上面垫10cm×10cm方木，支柱双向加剪力撑和水平拉杆，离地50cm设一道，以上每隔2m设一道。d按设计标高计要求起拱，如设计无要求时，起拱高度宜为全跨长度的1/1000-3/1000。e绑扎梁钢筋调整支柱的标高，然后安装梁底模，并拉线找直，梁底模应起拱，当梁跨度等于或大于4m时，梁底板按设，经检查合格后办理隐检，并清除杂物，安装侧模板，把两侧模板与底板用Ｕ形卡连接。f用梁托架或三角架支撑固定梁侧模板，龙骨间距应由模板设计规定，一般情况下宜为75cm，梁板板上口用定型卡子固定。如梁高超过60cm-43- 盐城工学院本科生毕业设计（下）2013时，加穿梁螺栓加固。g安装后校正梁中线、标高、断面尺寸。将模板内杂物清理干净，检查合格后办预检。C安装现浇板模板a工艺流程地面夯实→支立柱→安大小龙骨→铺模板→校正标高→加立杆的水平拉杆→办预检b土地面应夯实，并垫通长脚手板，楼层地面立支柱前也应垫通长脚手板。采用多层支架支模时，支柱应垂直，上下层支柱应在同一竖向中心线上。c从边跨一侧开始安装，先安第一排龙骨和支柱，临时固定；再安第二排龙骨和支柱，依次逐排安装。支柱与龙骨间距应根据模板设计规定。一般为80-120cm，大龙骨间距为60-20cm，小龙骨间距为40-60cm。d调节支柱高度，将大龙骨找平。e铺定型组合钢模板块：可从一侧开始铺，每两块板间边肋用Ｕ形卡连接，Ｕ形卡安装间距一般不大于30cm（即每隔一孔插一个）。每个Ｕ形卡卡紧方向应正反相间，不要安在同一方向。楼板在大面积上均应采用大尺寸的定型组合钢模板块，在拼缝处可用窄尺寸的拼缝模板或木板代替，但均应拼缝严密。f模板铺完后，用水平仪测量模板标高，进行校正，并用靠尺找平。g标高校完后，支柱之间应加水平拉杆。根据支柱高度决定水平拉杆设几道。一般情况下离地面20-30cm处一道，往上纵横方向每隔1.6m左右一道，并应经常检查，保证完整牢固。h将模板内杂物清理干净，办预检。D模板拆除模板应优先考虑整体拆除，便于整体转移后，重复进行整体安装。a柱子模板拆除：先拆掉柱斜拉杆或斜支撑，卸掉柱箍，再把连接每片柱模板的Ｕ形卡拆掉，然后用撬棍轻轻撬动模板，使模板与混凝土脱离。b梁及现浇楼板模板的拆除：应先拆梁侧帮模，再拆除楼板模板，拆楼板先拆掉水平拉杆，然后拆除支柱，每根龙骨留1-2根支柱暂不拆。操作人员站在已拆除的空隙，拆去近旁余下支柱，使其龙骨自由坠落。用钩子将模板钩下，等该段的模板全部脱模后，集中运出，集中堆放。楼层较高，支模采用双层排架时，先拆上层架，使龙骨和模板落在底层排架上，上层钢模全部运出后，再拆底层排架。有穿墙螺栓者，先拆掉穿墙螺栓和梁托架，再拆除梁底模。-43- 盐城工学院本科生毕业设计（下）2013c侧模板（包括柱模板）拆除时，混凝土强度能保证其表面及楞角不因拆除模板受损坏，方可拆除。板与梁拆模强度如设计无规定时，应符合施工规范的规定。d拆下的模板及时清理粘连物，涂刷脱模剂，拆下的扣件及时集中收集管理。e拆模时严禁模板直接从高处往下扔，以防止模板变形和损坏。各部位混凝土构配件模板拆除期限根据实际情况进行计算后确定。5.5施工工艺5.5.1门窗安装a）门窗安装条件A铝合金门窗的安装应在室外粉刷找平、刮糙等湿作业完毕后进行。B施工中所用的脚手架应保留至塑钢门窗安装结束，必要时应补充提供塑钢门窗安装用的脚手架。C门窗安装前，应认真熟悉图纸，检查预留洞口大寸是否符合要求。b)工艺流程定位放线——框料安装——框侧填缝——窗扇安装——打密封胶——清理A定位放线a.首先应弹出洞口中心线，从中心线确定其洞口宽度，外窗中心线应各层根通垂直。b.在洞口两侧弹出同标高水平线，水平线在同楼层内标高应相同。c.门窗框应安装在墙的中间部位，且与墙面阳角线尺寸保持相同。B门窗框安装固定a.铝合金门窗安装的位置、开启方向必须符合设计要求b.按照弹线位置，将门窗框临时用木楔（对拔楔）固定，木楔必须安置在门窗框四角和窗梃能受力处，以免框料受力变形，安装门框时应注意室内地面的标高和所做楼地面面层厚度预留相应的间隙。c.用水平尺和托线板反复校正门窗框的垂直度和水平度，并调整木楔直致门窗框垂直水平。d.用膨胀螺丝或射钉将墙体联接件固定在结构上，但砖墙上严禁用射钉固定。联接件可采用20宽1.5厚的镀锌铁板条，联接件固定位置离角点≤180mm，间距≤500mm，推拉窗在锁扣位置必须设置一个联接件，联接件一般采用内外交错布置。-43- 盐城工学院本科生毕业设计（下）2013e.门窗框与墙体连接的数量、位置、连接方法应作隐蔽记录；f.门窗框安装后应进行检查，其偏差值应在规范规定的允许范围内。门窗框安装后，严禁搁置脚手板或其他重物。C填缝铝合金门窗框周边填嵌发泡剂，发泡剂必须饱满密实无空隙，以满足防水和保温要求。铝合金门窗框外侧和墙体室外二次粉刷间留5~8mm深槽口，以作密封胶填塞缝。D门窗扇安装a.门窗扇的安装应在室外粉刷工程施工基本结束的情况下进行。b.推拉门窗扇应先安装内侧的门窗扇，后安装外侧扇。扇入框后，旋转调整螺钉，调整滑轮与下框的距离，使毛条均匀压缩1~2mm，并使扇的主梃与框平行。c.平开门窗扇安装应先将铰链固定在窗扇上，然后再将铰链与框固定，上悬窗的开启不宜超过45度，因此应将滑杆用螺钉加以固定。d.固定门窗扇安装，固定部分应安装在室外侧面，并固定牢固不会脱落。E密封胶施工a.密封胶施工前应先清除被粘表面的油污、灰尘。b.水泥砂浆基层要保持一定的干燥度，含水量不得超过5%。c.打胶前先将聚乙烯泡末条堵缝，留有5-8凹槽作打密封胶封堵。e.用刀将密封胶塑筒顶上头切掉，装入专用施胶枪内。f.每条直线打胶时最好一次完成。g.密封胶表面平整、宽窄均匀，必要时可在施胶缝道两侧粘保护膜，打胶结束后再将保护摸撕去。F清理撕去型材表面保护膜，用干净毛巾将塑钢门窗表面擦干净。5.5.2挤塑板保温施工屋面保温施工采用现浇板底龙骨内嵌保温板，然后木夹板封面的方式。详细做法参照设计施工图及苏J/T16-2004图集执行。5.5.3RE保温砂浆施工a)材料配置-43- 盐城工学院本科生毕业设计（下）2013RE-Ⅰ保温砂浆：应根据搅拌机容量确定一次可投入的数量。干粉料:水一般为1:0.65（重量比），先将水倒入搅拌机内，再将保温材料倒入搅拌机中。搅拌时间自投料完毕算起比普通砂浆搅拌时间延长一倍以上。随拌随用，一般在4h内用完，4h内落地灰在清除杂质硬块后可按1:4（重量比）与新料掺合，经搅拌后可继续使用。RE-Ⅱ保温砂浆配制同RE-Ⅰ保温砂浆，灰水比为1:1。b)施工程序门窗四角堵缝——墙面清理——抹灰饼、冲筋——浇水预湿——涂界面处理剂——抹保温材料——浇水养护——验收c)施工要点a基层处理：砖墙表面残余砂浆、污垢、灰尘要清理干净，并浇水湿润；混凝土表面要去除油污，在进行界面处理前浇水湿润。b灰饼冲筋：墙面应按要求用保温材料作出灰饼冲筋。c保温层施工：采用手工抹灰，保温层施工应分遍进行，每遍厚度不宜超过10mm，涂抹时应抹平压实，待初凝后浇水润湿。分层抹灰时间间隔宜≥12h。待厚度达到冲筋面时，先用大杠刮平，再用铁抹子用力抹平压光。保温层施工的同时应在门窗洞口周边外墙抹保温材料层。d保温层养护：待保温层初凝后再浇水湿润。浇水养护不得少于7d。e防裂砂浆抹面层：防裂砂浆面层抹灰必须在保温层充分凝固后进行，抹灰前应浇水湿润。防裂砂浆施工时，用铁抹子抹平后用塑料抹子搓平拉毛。f防裂砂浆应随拌随用，停放时间不宜超过3h，落地灰不得回收。g防裂砂浆抹面层养护：材料初凝后应浇水养护，浇水养护不得少于7d。5.6施工机械的选择5.6.1施工机械的配置根据工程特点，结合公司设备力量情况，决定投入足够机具保证工程顺利进行。详见表5-2。-43- 盐城工学院本科生毕业设计（下）2013施工机械配置表序号机械或设备名称型号规格数量国别产地制造年份额定功率（KW）1压桩机YP4001山东20012挖掘机R1300W1韩国20022003推土机1郑州2001824卷扬机JK-12徐州20027.55固定式塔吊20TM1无锡200121.56混凝土搅拌机400L2南通20027.57砂浆搅拌机JDY3502南通20013.58钢筋切断机G15-402建湖2003109钢筋弯曲机G17-402上海20017.510钢筋调直机TQ4-82上海20021111插入式振动器EX5020南通20026.012平板振动器械ZB1112东台20024.013木工圆盘锯2南通2003414木工平刨机MB5032南通20013.515压路机10T1徐州20018016道路抹光机1郑州200217切缝机1郑州200018电渣压力焊机NH-362郑州200141KVA19闪光对焊机BX5001上海20007520机动翻斗车6200321电焊机BX-3002上海200120KVA22蛙式打夯机HW-323南通19982.5-43- 盐城工学院本科生毕业设计（下）201323潜水泵QX-806徐州20022.2表5-25.6.2主要检测用品需用量计划详见表5-3所有检测器具均须检测合格后方可用于本工程主要检测用品需用量计划表序号名称规格单位数量1经纬仪J2台12水准仪S3台23标尺4m把34线坠500/1000g个12/25砼试模150×150×150组46砂浆试模7.07×7.07×7.07组47钢卷尺50m把28钢卷尺5m把89塞尺JLC-11把210靠尺JLC-3把611砼坍落度仪只2表5-35.6.3主要安全防护用品计划详见表5-4主要安全防护用品计划表序号名称单位数量采用标准1安全帽顶208GB2811-892安全带条20GB6059-853密目网张4502000×60004安全网张1201800×6000-43- 盐城工学院本科生毕业设计（下）20135竹笆张600900×15006电焊手套副107电焊面罩只4GB3609-1-838漏电保护器只12GB6829-869电工绝缘鞋双1210灭火器只4表5-4-43- 盐城工学院本科生毕业设计（下）20136.施工进度计划6.1施工进度计划按照合同要求，在工程开工后257d竣工交付使用，按照前述的总体施工顺序和原则，将总进度计划分解为分项工程的进度安排，这些分项工程之间有密切的逻辑关系，它们符合施工技术要求和工程的实际情况。各分项工程进度计划分别安排如下：ａ）施工准备5d；b）土方工程共10d；c)钻孔灌注桩工程40d；d)毛石条形基础40d；e)主体结构工程施工共90df)屋面工程20d；g)外墙装饰工程共70d；h)室内装饰工程共70d；i)预埋、安装项目从基础施工开始穿插进行。6.2施工进度计划横道图见附图1.6.3保证工程进度措施根据本工程特点，影响工程进度、工期的因素可归纳为人为因素,技术因素，材料、设备、资金、气象因素以及环境、社会因素。保证工程进度必须认真合理编制单位工程施工进度计划。有了施工进度计划就能抓住关键，统筹全局，合理布置人力、物力，就能使施工生产活动顺利的进行。综观全局制定相应措施。a）建立建全强有力的组织体系：a我公司充分认识到本工程项目的重要性，经公司研究，所组建的项目经理部，特别委派具有丰富现场施工经验、在多项工程中打过硬仗的项目经理担任本工程项目部经理。b劳动力的投入是保证工期的关键，因此当本工程的工作面一旦形成，立即按序调集劳动力，并按总进度的控制，做好后备劳动力的调集工作。在施工高峰时，视具体情况由公司统一设计机械设备与劳动力。-43- 盐城工学院本科生毕业设计（下）2013c集中全公司的优秀操作技术力量，组织进行以质量和效率为中心的劳动竞赛，以利加快施工进度，同时又保证了工程的施工质量。b）加强施工进度的三级动态管理：a一级动态管理：制定一级进度计划，即施工总进度控制网络图，提供给业主和项目经理部。b二级动态管理：项目部根据一级进度计划和建设方案要求，项目部编制二级进度计划，即施工总进度计划及每月进度计划，由项目部负责实施操作、控制、调整、管理。c三级动态管理：各专业施工队组根据二级进度计划和现场实际情况，编制出三级进度计划，即各分部分项工程进度计划，每周工作进度计划表，由项目经理控制，各专业施工队组负责操作、调整、管理。d三个计划要求总体衔接、稳定平衡，通过信息反馈，对计划实施的全过程作有效的动态控制。月计划和周计划的编制，必须具体、详细，具有实际性和可操作性。e项目经理部每旬召开一次施工现场会议（邀请建设单位参加），每周召开一次现场工作协调会议。对反馈的信息必须立即作出正确的处理，并根据需要对月、周计划加以调整。c）制定科学的施工方案：a配备足够的施工机械，最大限度地减轻劳动强度，提高工效，加快施工进度。b合理安排，充分调用劳动力和机械，合理流水作业，以加快施工进度，提高工作效率。c加强分项工程间搭接，缩短作业期、达到加快进度的目的。d装饰、水电安装工程采取提前插入，交叉作业等综合措施，尽可能的减少实际占用工期天数。e为有效地缩短工期，当施工高峰及条件许可时昼夜连续施工。d）其它技术和管理措施：-43- 盐城工学院本科生毕业设计（下）2013a投放足够周转材料，不能因模板等材料周转不灵而影响工期。b加强计划管理，对各分部分项目工程施工前的准备工作必须提前完成，决不能因准备工作的不足而影响施工，延误工期。c充分利用经济规律及其杠杆作用，有效地调动工人生产积极性，对所有施工班组及施工人员分级考核，按实际进度的完成情况计划及各自的工作业绩进行分段兑现奖罚。d加强各施工班组及公司装饰、水电直属队之间的协调工作，紧紧围绕抢工期这一中心，做到密切配合、合理搭接，以减少冲突。e）材料供应保证工期的措施：根据招标件规定本工程材料的组织供应是项目部物资管理的中心任务，供应质量的优劣与供应速度的及时准确与否是关系到项目部各项工作顺序进行的决定因素，所以在做好日常工作管理方面重点抓好如下几点：a加强材料计划的及时性、准确性、严肃性，项目部将执行规范化的计划编制、审核、采购制度，做到供应工作的不同阶段有不同的人负责，坚决杜绝计划盲目性，铺张浪费的不严肃工作作风，这是考核管理人员工作质量的重要依据。b加强采购成本的控制：在保证质量、数量供货及时的基础上，降低采购成本是提高项目施工效益的重要环节。为此，项目部应严格按公司下发的材料采购控制程序文件要求选择价廉物美、供货及时的合格分供方供货，努力降低采购成本，同时，任何材料及半成品的采购必须有采购通知单及严格的验收入库制度，采购人员不得接受任何人随意的采购指令。c坚持审批的环节：项目部在把好自身材料质量价格关的基础上，同时也是做好业主的报批工作，特别是需业主认可材质和价格的特殊材，应事先报送业主进行认可审批，在审批的基础上进行采购。未经业主审批的材料决不自行采购，决不先斩后奏。d-43- 盐城工学院本科生毕业设计（下）2013加强材料管理、完善材料收发制度。做好材料的保管、领用工作是保证材料供应不乱的基础，项目部坚决执行足额领料制度，凭计划发料，在保管工作上配备专业保管工人，保证帐、卡、物相符。保证仓库材料不变质、不受损。同时利用保洁队和班组材料节约奖励的办法，做好材料的回收利用，做到能使用的决不浪费。f）资金保证措施项目财力的合理使用是工程按进度计划顺利施工的保障，做好项目成本核算工作是项目降低成本、提高综合效益的基础。a合理收取工程款严格遵照合同条款中有关付款的条文，根据要求提供必要的付款依据，请监理、业主审核。统计工作的基础是实事求是，决不是高估冒算，对设计变更增加的工作量实事求是地经过监理单位、业主审核，在审核的基础上结算价款。b合理使用工程款保证项目的资金使用是保证工程顺利进行的先决条件。为此公司在资金使用上坚决做到专款专用，不属于公司使用的资金决不占用。在抓计划的基础上做好调度工作，决不因计划不周导致物资积压，使资金无法发挥效益。抓好材料费用的控制使用是做好财力使用的基础。-43- 盐城工学院本科生毕业设计（下）20137.施工准备计划a)进场后将迅速成立工程项目部，主要领导和管理人员即时到位，全面开展各项工作。b)进场后几天时间做好各项施工准备工作：根据业主提供的高程、坐标控制点建立本工程测量控制网，做好定位放线工作；根据平面布置图进行临时设施的搭建、施工道路修筑及施工用水、用电线路安装；按进度计划组织材料、设备进场；进行图纸会审、图纸交底和编制《项目质量计划》、《施工组织设计》、《关键工序作业指导书》；办理开工手续；组织劳动力进场等。c)劳动力准备：根据劳动力需用计划，做好劳动力进场前期的工作，与班组签订施工合同，做好进场施工人员的技术培训考核工作，学习质量、安全标准和各项管理制度。组织一批技术素质好、责任心强、能征善战、能打硬仗的施工队伍进场施工。d)主要施工机具设备的选择：施工设备由公司设备部门统一组织调配。e)做好工程材料和周转材料准备工作，按工程进度要求分批组织进场。本工程拟投入主要周转材料详周材使用计划。f)成品、半成品加工安排：钢筋在现场钢筋加工棚加工；模板在现场木工加工棚加工，小型砼预制构件均在现场预制加工。g)工程资金管理：严格执行国家、地方财经法规和公司财务制度；项目部在公司内部银行设立专门帐号，工程款存入本帐号，由项目经理和公司控制，做到专款专用；财务部门按月根据各部门提出的资金计划，统一编制资金使用计划，经项目经理批准后执行。h)交通、通讯及对外联系：与业主联系设专用线路及材料进场时间，设专人指挥和清理，保证施工进出场道路畅通。项目经理部主要管理人员配备手机，办公室均接有线电活。办公室采用P4电脑与宽带网连接，在互联网上查阅工程信息。-43- 盐城工学院本科生毕业设计（下）20138.各项资源需用量计划8.1劳动力计划劳动力人员由承建变电所工程多次获得业主好评的项目部统一组织普工、桩基工、土方工、木工、钢筋工、混凝土工、砌筑工、抹灰工、起重工、电焊工、防水工等中级技工，按劳动力需用计划分批组织进场施工，对劳动力实行动态管理，如需抢赶工期或需个别工种人员时，可从公司的其他项目部抽调，以满足工程进度需要。根据该工程规模特点，安排以下劳动力计划详见表8-1。劳动力计划表工种六月七月八月九月~一月二月三月平均高峰平均高峰平均高峰平均高峰平均高峰平均高峰桩基工6666土方工512151581281288砼工22612686866瓦工81216201628812810钢筋工2215251218101548木工22182518251820812电焊工2223232222电工机修222222222211塔吊工121211架子工61226310防水工1218油漆工18264822普工446126126123622-43- 盐城工学院本科生毕业设计（下）2013合计3344931248311694138456255表8-18.2设备计划根据工程特点，结合公司设备力量情况，决定投入足够机具保证工程顺利进行。详见表8-2。主要机械设备进退场一览表序号机械名称数量进场时间退场时间1塔吊1基础完成后结构封顶后2蛙式打夯机2回填土时3水泵2开工前二天基础回填土结束后二天4电焊机2开工前一天竣工前五天5对焊机1开工前一天竣工前五天6钢筋弯曲机1开工前一天竣工前五天7砼搅拌机1土方开挖完前二天竣工前五天8砂浆搅拌机1土方开挖完前二天竣工前五天9砼振动器4土方开挖完前二天竣工前五天10施工照明5开工前二天竣工前十天11木工圆盘锯1开工前二天竣工前十天12木工平刨机1基础完成前五天工程竣工13卷扬机2开工前一天竣工前五天表8-2-43- 盐城工学院本科生毕业设计（下）20138.3材料计划详见表8-3a、8-3b主要材料准备计划序号材料名称单位数量序号材料名称单位数量1泵送混凝土m39045119白灰T34872白水泥T125320黄土m3281843螺纹钢筋（Ⅱ）T866621空心砖（240×240×115）千块14.64螺纹钢筋（Ⅲ）T1358722页岩标准砖（240×115×53）千块11.35光圆钢筋T99823混凝土空心砌块（390×140×190）千块1029.96聚苯颗粒m3130924干拌砌筑砂浆T98737自流平环氧树脂T50125抗裂砂浆m31578轻钢龙骨（75×40×0.63）m2135926C-NK-M-3卷材m2176599轻钢龙骨（75×50×0.63）m4004927聚氨酯防水涂膜甲料T12710铝合金龙骨不上人型（600×600）m2671028聚氨酯防水涂膜乙料T16712铝合金龙骨上人型m2134329石膏板m23975213陶瓷地砖m21567930矿棉板m2638914陶瓷地面砖（400×400）m2812931隔音板m2694215陶瓷地面砖（500×500）m21116832玻璃棉毡m22108316甲级防火门m2243133挤塑板（60厚）m2500517乙级防火门m2305734挤塑板（30厚）m2624118防火卷帘门m2495735low-e玻璃m2123416表8-3a-43- 盐城工学院本科生毕业设计（下）2013主要施工周转材料用量计划表序号名称单位数量备注1φ48×3.5钢管吨1250操作架2可调底座个115003钢管连接件个1650004脚手板块24005木板（方木）立方米5506泵管米290混凝土浇筑7塑料布平方米230000防风、养护成品保护8彩条布平方米60009安全网平方米6000010玻璃钢圆柱模板平方米60001115mm厚木胶合板平方米4500012玻璃钢模壳平方米7500013大绳米20014钢模板平方米1200015钢丝绳米3000钢构件吊装及临时支撑16配电盘个50017碘钨灯个120表8-3b-43- 盐城工学院本科生毕业设计（下）20139.施工总平面布置图考虑该施工现场的具体情况，进场后充分利用空地，合理布局临时用房。工地办公室、配电间、木工间、钢筋棚、水泥仓库等临时设施以及机具布局，材料堆放周密安排。详见附图2。-43- 盐城工学院本科生毕业设计（下）201310.技术组织措施10.1保证质量的措施本工程质量要求为：合格工程，在施工质量上采取的措施有：a）质量是企业的生命线，把提高工程质量作为企业生存和发展的工作重点，积极推广全面质量管理，坚持项目法施工，充分发挥公司自身的质量保证体系的作用，成立专门的项目质量管理部，在项目经理的直接领导下，确保工程优质、低耗、快速地完成。b）每周召集工程负责人，技术负责人，施工技术员，质检员，核算员，材料员，以及各专业工长，召开一次质量工作会议，对一周来的技术难点和存在问题进行交流和处理，同时布置下周的重点工作以及下道工序的技术交底等工作。c）根据设计要求，严格把住原材料进场关，主要建筑材料必须有合格证，并经过二次的复检合格后方可进场使用。d）严格执行配合比单的重量比，根据现场含水率及时调整配合比，确保配合比的准确。e）施工前做好图纸会审，技术交底工作，做好书面交底与技术交底相结合，施工中，施工技术员配合工长做好具体实施工作，各作业班对自身的施工项目负责，在关键部位施工选派技术能手或专业技术人员指导把关。f）强化质量管理意识，严格执行各分部分项工程质量检验制度，推行样板制及瓦工、木工、抹灰工三大工种，“三上墙”制度（即名字、等级、质量挂牌上墙），充分利用工地的自检、互检、交接检的作用，发现问题立即整改，把质量隐患控制在萌芽状态，做到上道工序不验收，绝不进入下道工序，各分部分项验收质量评定会同建设单位、质监部门共同办理，及时做好隐蔽工程验收手续。g）结构部分施工，把握好轴线、标高以及钢筋绑扎、焊接和模板架设关。h）加强技术资料管理工作，技术负责人应督促检查现场施工员，质检员的工作情况，及时收集完成各项技术资料、隐蔽验收记录。做好预检、复检工作，定期搞好沉降观测记录。核算员做好现场材料、人工核算工作。i）做好成品保护，如楼梯踏步楞角，窗台角，特别是铝合金窗框四周应采用簿膜包要保护，防止砂浆污染。10.2质量通病防治措施突出工序层层把关，总结常年施工经验，在本工程施工从以下方面克服质量通病的发生。-43- 盐城工学院本科生毕业设计（下）201310.3材料进场验收严格控制原材料质量关，从根本上防治质量通病的发生。材料进场应按照相关规定检查出厂合格证及检验证明书，并进行现场抽样送检合格后，方能使用。进场钢筋，应按规格、批次、批量取样送检；水泥应按批量、批次取样送检；砖应按不同型号、批量送检，且每层送检至少一次。对于不合格品禁绝使用或降等级使用。10.4各分部工程质量通病防治注重钢筋砼工程，钢筋绑扎、模板组合，以及砼浇筑成型各工序的密切配合，墙体砌筑质量，装饰抹灰、楼地面和屋面防水保温等的质量。质量控制措施分别详见有关质量控制图及《住宅工程质量通病控制标准》DGJ32/J16-2005。10.4.1基础工程a）土方开挖本工程一律采用人工挖土，分栋号开挖，并控制好开挖标高，坑底应预留10-20cm土，由人工清理至设计标高。施工中应对土质情况、地下水位和标高等的变化经常检查，作好原始记录，如发现基底土质与设计不符时，需经有关人员研究处理。土方开挖完毕，应请相关设计、勘察人员进行基槽验收。b）混凝土基础施工砼垫层施工，在砼垫层施工前应仔细检查桩的位移和土方开挖标高，符合设计要求后，方可施工砼垫层，垫层砼应严格按配合比施工，垫层施工完毕后，放出基础轴线及控制线，自检合格并请监理现场验收合格后方可进行基础施工。基础梁模板支撑应牢固，不得有涨模，钢筋连接、安装应严格按照设计及规范要求。混凝土浇筑前应进行钢筋隐蔽验收，合格后方可施工，应严格按配合比施工。严格控制拆模时间。c）砖基础及防水层砂浆配合比应采用重量比，并由试验室确定。质量员现场做好试块。砖基础砌筑前，基础垫层表面应清扫干净，洒水湿润。砌基础墙应挂线，基础大放脚砌至基础上部时，要拉线检查轴线及边线，保证基础墙身位置正确。同时还要对照皮数杆的砖层及标高，如有偏差时，应在水平灰缝中逐渐调整，使墙的层数与皮数杆一致。混凝土防水层厚度60mm，避水浆掺量不低于水泥用量的5%，压实抹光。-43- 盐城工学院本科生毕业设计（下）2013应做好成品保护，安排专人做好墙面洒水养护。d）土方回填回填土选用基槽中挖出的土，但不得含有有机杂质。回填土应分层铺摊，夯实，压实系数应符合设计及规范要求。10.4.2、主体结构工程办完基础工程隐检手续后方可进行主体结构工程施工。a）砖砌体砖的品种、强度等级必须符合设计要求，并有出厂合格证、试验单。用中砂，砂含泥量不超过5%，使用前用5mm孔径的筛子过筛，采用325普通硅酸盐水泥。墙体砌筑前，应弹好轴线墙身线，根据进场砖的实际规格尺寸，弹出门窗洞口位置线，经验线符合设计要求，办完预检手续。按设计标高要求立好皮数杆。开始砌筑时要进行摆砖，排出灰缝宽度，摆砖时应注意门窗位置、砖垛等对灰缝的影响，同时要考虑窗间墙的组砌方法，以及七分头砖、半砖等合理砌筑，务使各层砖的竖缝相互错开，在同一墙面上的各部位的组砌方式应统一，并使上下一致。砖砌体应采用“三一法”砌筑：砌块工程当采用铺浆法砌筑时，铺浆长度小应超过500mm，且应保证顶头缝砂浆饱满密实，灰缝饱满度应控制在80%以上。严格控制砌筑时块体材料的含水率，应提前1～2d浇水湿润，砌筑时块体材料表面不应有浮水。每天砌筑高度宜控制在1.8m以下。墙与构造柱交界处留成马牙搓，马牙搓先退出，并沿墙高每50cm设置2φ6水平拉结筋，每边伸入墙内不小于1m。砖墙的最上一砖应用丁砖砌筑，在拐角或丁字墙处，咬搓长度不应小于4cm，窗间墙不允许出现大于6cm长的暗通天缝。墙中的门窗洞口、管道超过30cm的洞口，其上面应按设计要求设置过梁，并且伸入每边墙体的长度应不小于250mm。。窗台在底层和顶层应设置通长混凝土梁，两端伸入柱内；其他层应设置混凝土板带，两端伸入墙内均不小于250mm,配筋按照设计要求。通长现浇钢筋混凝土板带应一次浇筑完成。填充墙砌至接近梁底、板底时，应留有一定的空隙，填充墙砌筑完并间隔15d以后，方可将其补砌挤紧；补砌时，对双侧竖缝用高强度等级的水泥砂浆嵌填密实。严格按照设计图纸控制每层墙体高度、洞口留设位置。b）钢筋工程a-43- 盐城工学院本科生毕业设计（下）2013钢筋采用集中下料，现场制作成型，现场绑扎的施工方法，加工过程中应按配料单编号挂牌堆放，绑扎前核对成品钢筋的钢号、直径、形状、尺寸和数量是否与图纸相符，如有错漏应纠正增补。b构造柱下端插入基础梁，上端伸进屋面圈梁，主筋位置准确，箍筋弯钩均为135°，弯钩平直段≥10d。纵向钢筋焊接接头应满足规范要求，相邻纵筋接头位置应错开。c圈梁与构造柱钢筋交叉处，圈梁钢筋宜放在构造柱受力钢筋内侧。圈梁钢筋在构造柱部位搭接时，其搭接倍数或锚入柱内长度要符合设计要求。d加密区箍筋应严格按照图纸及规范要求施工。e钢筋绑完后，应加水泥砂浆垫块，以控制受力钢筋的保护层。f板筋绑扎前应清理模板上面的杂物，用粉笔在模板上划好主筋、分布筋间距。按划好的间距，先摆放受力主筋、后放分布筋。绑扎好的钢筋下面应垫上砂浆垫块，厚度为15mm，上层钢筋应垫上马凳或垫块。g每层外墙阳角应按设计图纸设置双层放射形筋。电线管道上应按照设计要求设置覆盖钢筋。h楼梯钢筋绑扎主筋接头数量和位置均要符合施工规范的规定。i成品保护：楼板的负弯矩钢筋绑好后，不准在上面踩踏行走。浇筑混凝土时派钢筋工专门负责修理，保证负弯矩筋位置的正确性。模板内面涂隔离剂时不要污染钢筋。安装电线管、暖卫管线或其他设施时，不得任意切断和移动钢筋。j钢筋验收应做好钢筋隐蔽验收记录。c）模板工程本工程主体柱及梁板模板采用木模板。支模前应柱、梁及板缝处杂物全部清理干净。a模板和支撑的选用必须经过计算，必须有足够的强度、刚度和稳定性，边支撑立杆与墙间距不应大于300mm,中间不宜大于800mm。拆模时，砼强度应满足规范要求。b梁、板、柱、基础的钢筋保护层一律采用塑料垫卡支垫钢筋。c模板支撑完毕后，要测量、校正模板的标高、平整度、垂直度和稳定性，如有偏差及时调整。d）模板支撑完成后，要全面检查模板的几何尺寸，合格后方可进入下道工序施工。d现场自拌混凝土，其配合比应根据砂石的含水率进行调整。e严格控制现浇板的厚度和现浇板中钢筋保护层的厚度。-43- 盐城工学院本科生毕业设计（下）2013f现浇板中的管线必须布置在钢筋网片之上（双层双向配筋时，布置在下层钢筋之上），沿预埋管线方向应按设计要求增设覆盖钢筋网片。e）混凝土浇筑根据配合比确定每盘各种材料用量。混凝土自吊斗口下落的自由倾落高度不得超过2m，浇筑混凝土时应分段分层连续进行，振捣应做到均匀密实。浇筑混凝土应连续进行。浇筑混凝土时应经常观察模板、钢筋、预留孔洞、预埋件和插筋等有无移动、变形或堵塞情况，发现问题应立即处理，并应在已浇筑的混凝土凝结前修正完好。严格控制现浇板的厚度和现浇板中钢筋保护层的厚度。阳台、空调板等悬挑现浇板的负弯矩钢筋下面，应设置间距不大于500mm的钢筋保护层支架，在浇筑混凝土时，保证钢筋不位移。a柱浇筑前底部应先填以5～10cm厚与混凝土配合比相同减石子砂浆，柱混凝土应分层振捣。柱子混凝土应一次浇筑完毕，施工缝留置在梁下面。浇筑完后，应随时将伸出的搭接钢筋整理到位。b梁、板应同时浇筑，浇筑方法应由一端开始用“赶浆法”，即先浇筑梁，根据梁高分层浇筑成阶梯形，当达到板底位置时再与板的混凝土一起浇筑，随着阶梯形不断延伸，梁板混凝土浇筑连续向前进行。浇筑板混凝土的虚铺厚度应略大于板厚，用平板振捣器垂直浇筑方向来回振捣，振捣完毕后用长木抹子抹平。c楼梯段混凝土自下而上浇筑，先振实底板混凝土，达到踏步位置时再与踏步混凝土一起浇捣，不断连续向上推进，并随时用木抹子将踏步上表面抹平。楼梯混凝土宜连续浇筑完，多层楼梯的施工缝应留置在楼梯段1/3的部位。d养护：混凝土浇筑完毕后，应在12h以内加以覆盖和浇水，浇水次数应能保持混凝土有足够的润湿状态，养护期一般不少于7昼夜。10.4.3屋面工程a）找平层a水泥砂浆应用机械搅拌，严格控制水灰比，搅拌时间不应少于1.5min，随拌随用。b水泥砂浆摊铺前，基层应清扫干净，用水充分湿润；摊铺时，应用水泥净浆涂刷并及时铺设水泥砂浆。c水泥砂浆摊铺和压实时，应用靠尺刮平，木抹子搓压，并在初凝收水前用铁抹子分两次压实和收光。d施工后，应及时用塑料薄膜或草帘覆盖浇水养护，使其表面保持湿润，养护时间不少于7d。-43- 盐城工学院本科生毕业设计（下）2013b）屋面防水渗漏屋面防水必须有专业的防水施工队伍施工。A卷材防水层a防水层施工前，应将卷材表面清刷干净。热铺贴卷材时，玛蹄脂应涂刷均匀、压实、挤密，确保卷材防水层与基层的粘结能力。b不应在雨天、大雾、雪天、大风天气和环境平均温度低于5"C时施工，并应防止基层受潮。c卷材大面积铺贴前，应先做好节点密封处理、附加层和屋面排水较集中部位(如屋面与水落口连接处、檐口、天沟、檐沟、屋面转角处、板端缝等)细部构造处理、分格缝的空铺条处理等，应由屋面最低标高处向上施工；铺贴天沟、檐沟卷材时，宜顺天沟、檐沟方向铺贴，从水落口处向分水线方向铺贴，尽量减少搭接。d上下层卷材铺贴方向应正确，不应相互垂直铺贴。e相邻两幅卷材的接头应相互错开300mm以上。f叠层铺贴时，上下层卷材间的搭接缝应错开叠层铺设的各层卷材，在天沟与屋面的连接处应采取叉接法搭接，搭接缝应错开；接缝宜留在屋面或天沟侧面，不宜留在沟底，搭接无滑移、无挠边。g屋面各道防水层或隔气层施工时，伸出屋面各管道、井(烟)道及高出屋面的结构处，均应用柔性防水材料做泛水，高度不应小于250mm。管道泛水不应小于300mm，最后一道泛水应用卷材，并用管箍或压条将卷材上口压紧，再用密封材料封口。B刚性防水层a刚性防水层与山墙、女儿墙以及突出屋面结构的交接处应留缝隙，并做柔性密封处理。b细石混凝土防水层不应直接摊铺在砂浆基层上，与基层间应设置隔离层。c在出屋面的管道处与防水层相交的阴角处，应留设缝隙，用密封材料嵌填，并加设柔性防水附加层；收头固定密封，其泛水宜做成圆弧形，并适当加厚。d细石混凝土防水屋面施工应符合相关规范要求。c）其他细部构造A水落口处防水处理应符合下列要求：a水落口杯埋设标高应正确，应考虑水落口设防时增加的附加层和柔性密封层的厚度及排水坡度加大的尺寸。b水落口周围500mm-43- 盐城工学院本科生毕业设计（下）2013范围内坡度不应小于5％，并应先用防水涂料或密封材料涂封，其厚度为2～5mm，水落口杯与基层接触处应留宽20mm、深20mm的凹槽，以便嵌填密封材料。B女儿墙泛水、压顶防水处理应符合规范要求。a外墙窗台、窗楣、雨篷、阳台、压顶、泛水檐和突出腰线等的上面应做顺水坡度，下面应做滴水线、滴水槽或止水线。滴水线（或称鹰嘴）是在下口边沿抹成锐角，使雨水顺立面流下，滴水线应顺直。滴水槽是在下口边洞水平面上贴木板条（俗称米厘条）抹灰，使槽的宽度、深度均不小于10mm，并应整齐一致，起挡水和美观作用。b分格条的宽度和深度应均匀一致，表面光滑、无砂眼、错缝、毛刺、缺棱和掉角，周边交接严密，横平顺直，接茬位置应设在变形缝、阴阳角及水落管背后等不明显处。c外装修及楼、地面均应做样板间，经甲乙双方验收达标后方可大面积进行施工，并做好成品保护工作。d土建与水电专业队密切配合施工，所有设计预留预埋孔洞、管道，均和土建同步进行，不得事后凿补，留下质量隐患。e钢筋砼浇筑时，要严格监控砼配合比计量过磅，及时养护。f从主体开始采用双排脚手架，严禁在墙面穿孔搭设脚手，以控制墙面渗漏通病的发生。g注重装饰工程的细部处理，克服空鼓、起层的通病现象。h门窗施工：本工程门窗施工严格防止污染，凡框与墙体接触部分根据设计要求涂刷柏油等防腐材料.10.5保证安全生产的措施本工程安全管理目标是：无事故，“0”伤亡。为了这一目标的实现，主要采取以下措施：a）实施安全生产目标管理。将安全目标分解到各施工班组，认真落实。b）建立健全安全生产管理制度和各工种安全岗位责任制，并认真检查考核。c）健全安全生产管理网络，做到竖向到底、横向到边、群防群治、防治结合。d）认真搞好职工安全教育培训，不断提高职工安全意识和防护技能。e）新职工必须经过“三级安全教育”并履行教育登记手续后方可上岗。认真做好班前安全技术交底和转换工种的安全教育。特种作业人员持证上岗率100%。向职工进行遵章守纪和“三不伤害”教育。f）认真落实现场各项安全防护措施、确保安全生产。-43- 盐城工学院本科生毕业设计（下）2013g）加强机械设备安全管理，严防机械设备事故。大型机械设备的组装、拆卸作业均做好方案，持证上岗操作。检查验收、检测合格后使用。各种机械均防护装置齐全、有效，并认真执行二定（定人、定机）二专（专人使用、专人保管）五不准制度，尤其对塔吊、人货电梯等大型机械设备做好岗位安全检查，发现隐患及时排除，严禁带病运转，及时做好检查、保养、维修工作。h）加强安全用电管理，施工临时用电必须有设计方案，并严格执行施工现场安全用电的有关规定和安技规程，确保施工用电安全。现场电气线路必须按规定架设，不得拖在地上或绑在钢架上，电线绝缘良好，不得断裂破皮。各种电动机械设备符合安全用电要求，做到一机一闸一保护，严禁一闸多用，并做到有可靠接零（接地）保护。各种电动机具达到首尾两级可靠的漏（触）电保护，漏（触）电保安器保持灵敏有效状态。现场值班电工加强值班检查，认真维护电气设备及时排除隐患，确保用电安全。i）防火措施：建立现场防火组织，健全防火责任制，并制定相应的防火措施。对职工进行防火安全教育，自觉执行安全防火制度，发现火险火警立即报告并灭火。油漆间、仓库、木工场地严禁烟火，及时清扫木花木屑，木料、成品、半成品分类堆放整齐。并设置足够的灭火器具，专人管理，不得它用。严格施工现场动火制度，履行现场动火申请、审批手续，并采取相应的防火措施。施工现场内的办公、宿舍、厨房、食堂等场所严防着火、并设置灭火器。10.6保证文明施工的技术组织措施a）施工现场：工地四周设置不低于２米的封闭式刷白砖砌围墙，入口处设门牌、传达室、门牌上悬挂“五牌二图”，主体的主要立面统一用绿色密目式安全网进行遮护封闭。b）各类材料成品、半成品、脚手、模板和建筑垃圾要分区堆放整齐，不得侵占场内道路，做到秩序井然，利于使用。-43- 盐城工学院本科生毕业设计（下）2013c）施工现场内道路，排水通畅，砼及砂浆等散湿性材料运输要防止溅洒，并对落地灰建筑垃圾等及时转运，确保场容场貌的整洁。d）现场卫生：a施工现场宿舍、食堂、厕所都必须具备一定的卫生要求；b宿舍要整洁、通风、卫生、被褥、文帐、面盆、床架等日常生活用品摆放整齐；c食堂要清洁卫生、生熟食物要分开，防蝇、消毒器具要齐全，炊事员须持健康证上岗；d生活区域要设专人清扫，并定期消毒，遏制“四害”的孳生。e）施工环境：严守施工单位职业道德，做到“不扰民、不污染环境”，严格控制施工现场的各种粉尘、废水、噪音、振动等对环境的污染和危害。10.7确保工程工期的技术组织措施本工程确定施工工期为250天。结合我公司多年施工经验，一定能保证按期完成，并争取提前完成，施工中充分利用平面、空间和时间，合理组织平面立体交叉作业，为及早插入各专业施工队创条件，做到科学管理，均衡安排施工。a）按照工期进度计划，层层控制，确保总工期。（具体施工阶段控制进度计划见附表）b）层层分解，下达具体施工任务书，按施工进度计划：明确各项的计划工期，明确相应的经济责任、权限和利益，确保施工班组按计划完成任务。c）编制好每周、每月的控制计划，同时做好施工调度工作，调节施工环节中各种矛盾，做好进度协调，加强薄弱环节施工管理，以保证计划的平衡进行。d）利用空余时间研究学习先进施工技术，来指导施工，从而达到缩短工期的目的。e）做好施工现场各专业施工队的协调工作，合理搭配施工，尽量减少人为返工误工。f）材料、机具按进场计划准时进场，确保施工正常运转。-43- 盐城工学院本科生毕业设计（下）201311.技术经济指标分析11.1技术方面a)选择经济合理的施工方案：钢筋工程中采用闪光对焊、电渣压力焊等连接新技术，节约钢筋用量，降低成本。b)优化钢筋下料方案，减少钢筋短头，避免浪费。c)准确进行模板翻样，增加模板周转次数，降低模板钢管等摊消费用。d)提高测量放线和标高引测精度，避免由于误差而引起工程成本的增加。e）狠抓工程质量、降低质量成本，避免返工损失。11.2施工方面a)改善劳动组织，按专业分项，合理使用劳动力，妥善安排施工工艺，避免窝工浪费。b)开展劳动竞争、提高劳动效率，降低其它配套成本。c)劳务费用切块承包，压缩非生产用工和辅助用工，减少用工成本支出。d)做好进度网络计划管理，加快进度，降低成本投入时间。e）做好现场半成品，成品的保护工作，避免损失。11.3安全方面a)确保安全生产，杜绝事故损失。b)做好消防、防火管理工作、杜绝火灾损失。c）抓好文明、卫生工作，既减少了清理人工、又避免了材料浪费。11.4实行强制式机械管理a)加强机械设备的定期、定项目强制保养，统一建档，电脑储存，跟踪监测、按月报表、依凭数据、预测故障、发现问题、及时排除。b)做好机械设备的合理调度使用，节约台班费用。c）提高机械设备的使用率，降低机械设备成本。11.5采用独特的物资供应与管理模式a)建立以仓库为中心的多层次管理方式，根据物资的最低、最高储备量求出物资的最佳订购量，制定出既合理又经济的计划，努力避免物资积压，尽量加速流动资金周转。b)建立完整的采购程序，采用多种采购合同，根据不同情况在采购中分别运用不变价格、浮动价格和固定升值价格签订供货合同，降低材料采购成本。c)合理计划现场材料堆放与保管，减少二次搬运、运输与保管损失。d)做好进场材料的验收工作，实行“限额领料”制度，避免材料浪费、流失。-43- 盐城工学院本科生毕业设计（下）2013e)做好周转材料的回收利用，节约周转材料摊销成本。f)做好现场材料使用管理，做到工完料清，工完场清。11.6其它方面a)根据施工需要，平衡调度资金、控制资金使用。b)审核各项成本费用，控制成本支出。c)检查、考核执行情况。d）搞好门卫管理，防止材料等流失。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^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^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