1、呼吸式幕墙、索网幕墙及采光顶施工方案本工程外装修主要为玻璃幕墙，采用三种新颖的幕墙型式双层呼吸式幕墙、拉索幕墙以及索钢混合桁架玻璃采光顶，构筑成东西两个通透的挑空中庭，完全解决了写字楼的采光问题，突出了本工程的一大特色。因此，幕墙施工也成为了本工程施工的重点之一。塔楼部分全部采用双层呼吸式幕墙，采用铝合金和玻璃构成的双幕墙体系。幕墙是由混凝土结构楼板边缘支撑的幕墙单元组成的，每一个标准幕墙单元宽1.5米，高3.9米，总厚度为250毫米（从室外玻璃表面到金属窗框的内表面）。中庭索网幕墙为预应力悬索墙窗体系。在办公楼之间的窗墙将横跨27米，空腹桁架桥厅之间距离为竖向跨度。竖向悬索将按照中心间距1.2、5米安置，横向按照中心间距1.95米排列。屋顶为拉索玻璃采光顶。本工程几种玻璃幕墙的结合使用使整个大厦显得通透、明快，很好的诠释了本工程作为世界顶级写字楼所追求的理念：“简洁、透明、创新、独特”。本工程装饰档次高，技术含量高，建成后必将成为长安街沿线的新地标。为此，作为工程总承包方，我公司将重点协调幕墙工程施工组织、专业协调及工期、质量安全方面管理，配合幕墙专业设计及施工单位，积极采用具有国外领先水平的新技术、新工艺，并让建筑师的设计理念得到充分体现。幕墙设计概况双层呼吸式幕墙1) 双层幕墙构造双幕墙的外层为1.5米宽，3.425米高的单层透明玻璃，在玻璃的四个边缘用结构硅胶与铝合金窗框相粘接3、，在每层楼板处均设置一个475毫米高的不锈钢外墙饰面板。双幕墙的内层为带有低辐射涂层的两块中空玻璃窗组成：上部为1.5 米宽x 1.95米高的标准固定玻璃窗；底部为1.5米宽x 0.75米高的可向内侧开启玻璃窗，为建筑提供自然通风。在内外两层幕墙之间留有一个宽170毫米的空间，室外空气通过位于外幕墙玻璃窗上部和下部的开缝形成外循环。位于中庭和办公空间之间的内幕墙将采用与标准外幕墙相同的幕墙体系，只是办公室一侧采用单层透明玻璃，双幕墙的总宽度为225毫米。双层通风幕墙不同于传统的单层幕墙，它由内外两道幕墙组成：外幕墙采用点支式，内层采用有框幕墙，常常开有门或窗以便检修和清洁保养。内外幕墙之间形成4、相对封闭的空间，空气可以通过下部的进风口进入此空间，又从上部排风口离开此空间，热量便是在此空间随气流流动，故此双层通风幕墙又可称为热通道或呼吸式幕墙。根据气流组织方式，双层通风幕墙可分为两类：封闭式内通风幕墙(内呼吸式幕墙)和开敞式外通风幕墙（外呼吸式幕墙）。根据技术演化过程和形式，可分为整体式、道廊式、通道式和箱体式四种。2) 双层幕墙特点 a. 保温隔热功能冬季时，内、外两层幕墙中间的热通道由于阳光的照射，温度升高，像一个温室，热量就会被墙面和地板吸收，然后在室内缓慢释放。同时由于阳光加热空气间层，形成缓冲层，减少了室内的热量向室外散失。这样就减少的建筑物采暖的运行费用。夏季时，由于内、外5、两层幕墙中间热通道的温度很高，这时打开上、下排风口，由于烟囱效应产生的自下而上的气流，带走了通道内的热量，这样可以降低内侧幕墙的外表皮温度。同时，在内外两层幕墙中间设置百叶，阻隔了阳光的直接射入，百叶吸收的热量因烟囱效应被带走。所以，夏季减少了空调制冷的负荷。采用双层通风幕墙的直接效果是节能，与传统的单层幕墙相比，其能耗在采暖时节省4050%，制冷时节省4060%。因此，双层通风幕墙是一种新型的节能幕墙。由于采用了双层幕墙，其隔声效果也十分显著，大大改善了室内的工作条件。b. 防尘通风功能双层通风幕墙的防尘通风系统由进风装置、内层开启窗和出风装置构成，进风及出风装置由进出风百叶、防虫网、风量调6、节器、防尘网构成。在内部幕墙窗开启的状态下，室外空气首先经过外层幕墙底部的百叶、过滤网进入到中间层，此时的空气已经得到过滤毫无纤尘，呼吸幕墙配合中央空调新风系统，保证室内源源不断的新风量，并满足自然通风的需求。即使象我国北方沙尘较多的地方，也不影响开窗换气。c. 合理的采光功能 双层玻璃幕墙无需镀膜玻璃，因此具有良好的自然采光性。同时利用双层幕墙的电动遮阳百叶，可随意调节上下及叶片的倾斜角度，使光线均匀进入室内，避免直射，改善室内光环境。d. 隔声降噪功能 据有关资料显示，双层幕墙独特的内外双层构造、缓冲区方式，使其隔声性能比传统幕墙提高20%40%，完全满足高档写字楼的使用要求。e. 有效预7、防结露双层幕墙由于缓冲区的温室作用，使内层幕墙玻璃内外两侧的温度减少，内表面温度大大提高。当高于露点温度时就不会出现结露。外层幕墙两侧的温差小。另一方面，潮湿气体随时被唤气排出室外。所以，外层幕墙内表面也不会结露，因此呼吸幕墙具有防止结露的功能，可以大大提高建筑物及装饰的寿命和幕墙的功能。f. 安全性由于外层幕墙不是直接开启方式通风，因而具有安全保护功能。所以夏季夜晚下班时间，办公室仍可利用自然通风进行室内降温。而且下雨时可通风，雨不会进入室内，可保证物品安全。索网幕墙本工程柔索玻璃幕墙采用单层钢索网作为幕墙支撑结构。该种结构体系柔性大，结构空间几乎无视线遮挡，是一种先进的玻璃支撑结构体系。采8、用钢索网作为支撑体系,最大限度的降低支撑体系在幕墙中所占的装饰比重,增加了透视空间。玻璃采用夹持式安装，能满足幕墙各种变位要求，既方便更换玻璃又安装灵活。玻璃板块间通过双面打胶保证幕墙的水密性和气密性。工程施工技术含量要求高,施工难度大。由于钢索需要张拉预紧所以要求结构主体具有足够的强度。由于单索点式幕墙柔性较大，允许变形量较大。作用原理：利用顶部钢桁架，底部钢筋混凝土地梁，两侧结构柱作为索网边缘固定结构，采取每根水平、竖向高强钢索施加预应力，通过在钢索中施加的预应力使结构体系保持人们可以接受的变形。索网幕墙在德国、新加坡等地的少量工程中采用过。北京土城电话局信息港工程中四季中庭立面幕墙采用了9、单层平面正交索网结构作为点支式幕墙的支承结构。该幕墙跨长29.4m，高18.5m.哈尔滨国际体育会展中心也采用了预应力单层索网幕墙。工程施工难点外立面上凹进部位的幕墙施工，按正常方式无法实现凹入部位最上面一层的板块吊装。解决的办法是：可以在土建施工时在凹入部位的上一层（凸出部分）的室内楼板上预留50左右孔，吊装板块的钢丝绳可由此洞穿过，实现下面面块安装。在进行该部位土建结构施工时，周围主体构件的安装误差必须在在38mm公差范围内，任何超出此公差要求的构件于事后修正将非常耗费人力、物力。任何靠近钢索附近的焊接必须禁止。对于主索的张力值的监测及下部摆动机构的几何关系难以在现场持续监控，此部分需要进10、一步探讨，以获得最佳的控制方法。主索张拉反力座及油压顶的配置必须确保随时在平衡、稳定状态，周围必须有适当空间，以确保方便工作。必须确认主索的卡锁能够于空中安装，并于安装过程中不伤害主索表面。反力座必须保持于锚座点上，直到玻璃安装完成，完成后主索的张力确认及完成面的几何确认后方能拆除。幕墙工程的施工管理幕墙工程的技术管理幕墙以建筑施工图为依据深化设计，幕墙的材料选择、物理性能和外观效果等技术指标必须由业主、设计、总包和幕墙厂家共同确定。幕墙所用材料的选择：铝板、铝型材和部分玻璃可以采用国产材料，重点部位的玻璃、五金件、结构胶和密封胶可采用进口材料。幕墙施工必须选择一流幕墙公司统一负责设计施工。幕11、墙所用的预埋件应在主体结构混凝土施工时埋入，不得采用后锚固螺栓，以保证幕墙系统安全可靠。幕墙工程管理幕墙工程是本工程的重点，作为与其他各项工程有着密切联系的一部分，根据经验我们从质量、进度和总承包管理方面提出一些原则性的意见和建议，还包括一些幕墙工程施工的注意事项和成品保护要求。施工时，我们将根据详细图纸和甲方要求，与幕墙专业承包公司共同确定具体可行的专项施工组织设计。同时依照具体情况，有针对性地提出对质量、进度和总承包管理上的具体要求。3) 总包协调和服务我公司将针对本工程幕墙特点，采取一系列有利于幕墙施工的总包协调管理措施：首先针对呼吸式幕墙和索网幕墙的结构特点，设计不同的脚手架方案，尤其12、是针对本工程的两个中空大厅对索网幕墙和玻璃采光顶安装带来的困难专门设计了脚手架方案，具体详见有关脚手架部分。其次针对本工程呼吸式幕墙为大单元结构，需要在装修阶段统筹为幕墙安排现场大板块的周转场地，并在幕墙单元吊装时总包及时协调主楼周边道路及场地，为幕墙单元的顺利吊装提供工作面。4) 进度管理与协调和幕墙专业承包公司共同确定具体可行的专业进度计划，并将专业进度计划纳入到总包的进度计划之内，按照总包的进度管理体系和要求进行统一管理，确保幕墙进度符合工程整体进度要求。总包商项目经理部将以工程总进度计划为纲，检查工程施工中各阶段的工作计划执行情况，分析影响计划的原因，找出下阶段影响计划实现的因素，研究13、措施进行解决。幕墙与其他专业，尤其是非总承包负责的专业进行配合交叉时，将根据总承包的要求，充分与各个当事方交换意见，确定合理的配合方案，使工程总体良好进展。5) 质量管理总包商项目经理部将按ISO9001标准建立本工程的质量保证体系。首先进行项目质量策划，在此基础上，会同幕墙专业分包商共同编制本工程幕墙的质量计划。将幕墙工程纳入总包商质量管理体系，检查工程施工中各阶段的质量计划执行情况，分析影响质量的原因，研究措施解决质量问题。幕墙与土建、室内装修的交接与协调测量放线：土建提供工程轴线和各层标高点，幕墙、门窗与洞口之间的缝隙及抹灰尺寸。幕墙相关尺寸变更：如有涉及幕墙和门窗洞口尺寸的设计变更，总14、包单位应提早通知幕墙施工，以便修改设计。施工误差：如幕墙、门窗洞口相关尺寸及预埋位置尺寸误差超出允许范围，土建应以书面形式将超差尺寸及时通知幕墙施工单位，以便根据实际情况“量体裁衣”，并与设计、监理、质监部门选用可行方法共同解决。防雷接地：总包土建施工按设计作好幕墙防雷、防静电放电用的引下线接头，以保证幕墙埋件防雷、防静电通筋同结构防雷主筋有可靠连接。幕墙施工负责埋件设计和生产，并配合结构施工单位进行埋设。幕墙分包单位应按总包计划施工，为室内装修创造条件。幕墙分包单位应在内装修时应积极配合，共同研究接合部位处理方法，以确保内装饰效果。本工程幕墙施工应注意的问题本工程单元式幕墙的预埋件施工精度要15、求高，预埋件位置要求准确。为确保施工计划和质量，本工程单元式幕墙及其他幕墙材料应在加工厂加工预制，现场只为装配式安装。由于幕墙之间横竖向分格相会交圈，因此施工前准备工作要细，材料加工精度要高，安装尺寸要准。本工程测量定位较为复杂，为确保安装准确度，外幕墙施工时应采用激光经纬仪和光电元测距仪联合定位，采用铅外锤仪和激光指向仪控制垂直度，保证预埋件上孔横、纵向误差控制在1公差内。幕墙设计和施工要与土建施工紧密结合，重点解决好幕墙单元的垂直运输问题。幕墙工程施工总流程合同签定设计计划材料供应计划生产加工计划材料运输计划现场安装计划资金使用计划合同交底制定工程总体计划施工图设计设计提料定额项目部核审材16、料采购材料进货检验生产加工成品验收成品包装装车运输现场卸料材料水平垂直运输材料入场入库局部胶缝填充幕墙板块安装隐蔽工程验收避雷电阻摇测安装避雷防静电保温棉安装防水板安装层间防火封修骨架调整连接件安骨架补充不合格预埋件预埋件安装调整放线、测量总包提供现场工程测控基准粘贴保护胶带打胶修胶撕保护膜清理、清洗自检验收分部工程验收竣工合验交付业主使用定期检查、维修幕墙工程施工部署施工分区及分区内流水段的划分根据施工工期要求，为了确保工程如期完成，考虑到本工程各幕墙形式不同，装饰布局不同，故本工程分为3个独立施工作业面：外立面双层幕墙、中庭双层幕墙、中庭索网幕墙；其中外立面中，采用分段施工，段内组织小步距17、快速工序流水方法，以求达到整体施工进度缩短，满足工期要求。幕墙工程组织机构的基本要求6) 具有甲级幕墙设计及施工资质的专业队伍承担本工程的施工任务。7) 幕墙施工单位现场管理人员的基本组成职务职称要求人数主要工作内容幕墙工程总指挥高级工程师1全面协调深化设计、现场施工及生产厂家的关系幕墙深化设计总监高级工程师1负责深化设计方案的审定深化设计负责人高级工程师1负责具体组织深化设计方案工作组织幕墙深化设计师工程师若干负责幕墙专项工作的深化设计图纸绘绘制幕墙项目经理工程师1负责现场幕墙施工组织幕墙专项技术负责人高级工程师1负责幕墙现场施工技术管理幕墙专项质量员工程师1负责幕墙质量管理幕墙专项资料员助18、工以上1负责幕墙资料收集管理幕墙专项材料员助工以上1负责幕墙材料管理幕墙专项安全员助工以上1负责幕墙施工安全管理8) 现场施工人员的基本组成根据该工程的工期要求和工作量，需用总人力资源：168人。 具体请参见下表。序号劳动力资源、工种配置人数备注1电 焊 工14现场施工劳动力组织按进度计划进行动态管理2幕墙安装工1123测 量 员144杂 工28合 计168垂直运输设备：“单元式”双层幕墙采用简易吊装设备（小炮车）解决垂直运输，中庭索网幕墙采用吊篮。幕墙施工平面布置考虑到现场施工场地狭小和工期，为了缓解这一矛盾，幕墙施工应做以下考虑：将加工任务安排在加工厂完成，现场只进行安装工作。现场只存放极19、少量常用小型辅助安装材料，如：钉、胶等，小型材料库，可自建在施工楼内，占地在50平米内即可。加大运输次数，确保施工现场安装进度要求，但又不能堆放较多材料，影响其他单位施工，材料及板材堆放周期转期缩短，根据此原则制定材料运输计划。型材及板材堆放，尽量不占用场地，材料到现场时，可直接搬运到楼内施工工位上，待安装，不设材料周转库房，派专人值班管理。单元式”双层自然通风幕墙工程施工方案本工程塔楼外墙均采用呼吸式双层通风幕墙，根据招标图纸，为单元式双层通风幕墙，单元尺寸较大。因此在设计和施工过程中不同于一般双层通风幕墙。主要施工安排双层幕墙在工厂组装成分割单元运输至施工现场，通过提升设备将幕墙吊装至设计20、位置，工人通过外吊篮进行幕墙玻璃的接缝打胶处理。施工工艺幕墙深化设计幕墙加工随土建预留预埋测量放线埋件处理安装转接件吊装双层幕墙单元层间防火封修胶缝处理幕墙深化设计本工程呼吸式幕墙应有专业幕墙厂家进行深化设计，深化设计内容应包括各种详细的施工图，如埋件图、节点设计图、通风幕墙与机电通风空调风口的接驳安装详图等。由于本工程单元较大的特点，其埋件需详细设计，并具有足够的承载能力。幕墙加工9) 玻璃幕墙加工工艺流程组成包括以下几项内容：特种配件及铁角码的加工流程、铝型材加工流程、支撑构件的组框流程、开启扇组装流程、单元构件的组装流程等。10) 特种配件及铁角码加工流程接 单材料领用切 割冲 孔折 弯21、焊 接电 镀存 放11) 特种配件及铁角码加工要领：a. 接单接单人接到加工单后，必须深入理解其加工单所指相关数据及简图是否相吻合。在吻合条件下，再进行材料计划及办理其领料手续。b. 材料领用必须先到生产部开材料领用单，再到材料部核实。材料领用必须由仓管员认可后再发放。c. 切割切割设备采用2500mm13mm型号板机。剪板前必须对设备进行一次加油并试机空载运转是否正常，在正常条件下作好切割准备。当板块送入剪口时，操作员必须采用统一口令或手式表示可以切割，其后操作员才能踩踏离合器。板块尺寸要求与加工单所需尺寸误差允许为0.5mm-1mm，包括对角线尺寸。完成切割板块，必须工整放于冲床前待冲孔。22、d. 冲孔冲孔设备一般采用25T-100T冲床。25T-100T冲床一般冲孔板厚为1mm-8mm。操作冲床人员必须精通该机性能及操作要领。操作员在操作时必须精力高度集中，当工件送入退出时应注意安全，采用代替手送入和退出的工夹具。所冲工件必须按加工单要求进行，完成后码放整齐，待折弯。e. 折弯操作员必须懂得折弯机性能及操作要领。折弯前，必须将加工单要求作具体分析是否该机能达折弯所求。折弯设备采用冲床及液压折弯机，一般铁板厚为1mm-4mm采用折弯机，5mm-8mm采用冲床。所折弯工件必须符合加工单要求。折弯角度可参考该机折弯参数。f. 焊接操作员在施焊前必须穿戴各种防护罩具。焊接各种铁板件必须按23、加工单要求进行，并核实加工单相关数据是否吻合。施焊时，操作员必须按有关焊接要求进行，绝不能出现不良品，如施焊出现：气孔、咬边、焊缝凹凸不平等。施焊完毕必须去渣，检查如出现不合格品要求一定要返工。g. 电镀铁件制定完后，根据技术要求需镀锌的送外协。h. 存放入库工件必须仔细检查是否合格。存放地点要选择干燥，无腐蚀物品之地。12) 铝型材加工流程接 单材料领用切 割冲 孔包装过塑质 检入 库13) 铝型材各工序加工要领：a. 接单接到加工单后，应认真仔细地审单，审核合格后，必须按照单上所规定日期内保质保量完成。若发现单出现问题，应及时向生产部反映，正确处理后才能继续加工。加工单的统计、算料及搭配必24、须与材料部相互配合，事先计划需用材料。b. 材料领用经仔细复核后，确实无误，按材料的规格、型号、数量、颜色的要求，到材料部办理领料手续。未办理领料手续，又未经材料部的允许，不得私自到仓库乱拿材料。原材料领用搬运时，必须按随之渐进的方式，由上至下，避免材料混乱和铝材装饰面划伤现象。c. 切割机械使用前检查，首先打开空气压缩机的排水阀排水，然后打开接电开关和机械开关，让机械空转一段时间，检查机械无异常现象，即可准备切割。切割时注意保护铝材装饰面，保护膜应及时贴补，不得有脱落现象带入下序。铝材切割，尺寸误差不能超过1mm。切割后的半成品应堆放在专用工具车上，码放整齐，标明需用工地及规格、数量，以便下25、一道工序的使用。注意切割机的保养，切割机使用时锯片必须经常打油。工作台面必须保持干净，避免切割时的铝屑与铝材磨擦，造成伤痕。d. 铝材冲孔机械使用前应检查机械运转是否正常，接上电源开关让设备空转观察机械确实无异，开始下一步的工作。模具安装时，必须由专业人员安装，安装完毕须检查模具与机械是否配合得当，再进行下一道工序的工作。进行冲孔前必须复核实后确实无异，开始铝材的冲孔工作。冲孔后的铝材，切口必须是平整、光滑。连续冲料时，应检查上模中的余料是否退出，模具有没有松动，如有问题必须做好相应措施解决。加工后的成品，码放在专用车上，必须码放整齐，周围必须保持清洁。以上程序完成之后，切断电源开关。e. 包26、装、过塑铝材过塑前检查过塑机是否正常，如正常首先打开电源开关接通电源，开动风扇及传送带找开，待温度调至180左右时，方能过塑。铝材包装过塑前，应将表面控试干净，热收缩膜套到铝材的两端各超出80mm-100mm，不得超出过长，以免造成浪费。过塑后的铝材，必须保持表面光滑，避免出现皱痕与裂口等现象。过塑完毕，首先关掉过塑机的加热温度开关，待温度降至为0时，方能关掉电源，严禁未待温度降下时，关掉电源开关，造成过塑机电阻丝烧断。f. 质量检查质检员检查所生产的半成品是否按要求加工生产，如检查出有质量不合格产品，要求返工时，应无条件执行。对人为造成质量不合格的，必须按质量手册条款执行。g. 成品入库成品27、入库前，应提供成品的作业单号、数量、规格、型号及需用工地给仓管，配合仓管做好成品入库。入仓后的成品，堆放需整齐，规格、型号要一致，避免各种成品混乱的现象。14) 幕墙支撑构件的组框流程将加工后符合规定的支撑构件用紧固件连接成一个整体框架,支撑构件包括:左右竖框、上下横框以及中横框等。 15) 幕墙支撑构件组框的加工要领；a. 接单接到铝材切割传递下来的加工单后，必须认真仔细地核审单，如发现组装有问题，应及进上报生产部，由生产部作出相应解决。确认生产单属正常，然后到铝材切割处提料。b. 材料领用按单到仓库查找自己所需的材料规格、数量。检查材料的数量，尺寸是否准确，如发现有错料、缺料、无料的现象，28、马上通知铝材切割组进行核查是什么原因造成，并且上报生产部作出相应的处理。材料搬运时，应注意保护装饰面。c. 安装单元挂件各种工具及材料的领用，做好工作前准备。安装角码时，必须按意图或加工任务单的要求进行安装。采用不锈钢内六角螺栓将单元挂件与竖框连接。安装后单元挂件的必须要端正、规范，连接可靠。d. 型材装配做好工作前的准备及各种工具材料的领用。按生产加工任务单对材料核查，确认材料型号、尺寸无误方能进行组装。组装各种铝制品，应注意铝材的接头部分，必须要平、齐、严、紧四个要领。托块安装时要注意控制对角尺寸，要一致。通过铝合金角码将左右竖框、上下横框以及中横框连为整体框架。单 元 框 架 精 度 表29、序号项 目尺寸范围偏差范围检查方法1框长宽尺寸20001.5钢卷尺20002.02分格长度尺寸20001.5钢卷尺20002.03对角线长度尺寸20001.5对角线尺20001.04接缝高度差0.5深度尺5接缝间隙0.5塞尺6框平面度1.0检查平台、塞规7框料表面划伤深度小于镀膜层L10004处8框料表面擦伤每处面积100mm2A300 mm2测量放线根据土建结构给定的楼层控制轴线和高程控制点，并结合幕墙分割尺寸将幕墙单元安装的控制轴线和高程控制点放样到混凝土结构上，作为幕墙转接件安装及单元吊装的定位依据。16) 测量设备本工程幕墙测量拟投入的仪器有50mm米尺2把，拉力计2个，自动安平水平仪30、DS3 2台，电子经纬仪TD-110L，2台，激光铅垂仪PL-1，2台。经纬仪、水平仪须经过法定单位检定，并有检定证书，且在有效使用期内。50米的米尺须经过法定单位检定，并附有在额定拉力（20kg）下的误差值。17) 测量人员的组织安排根椐本工程的施工分区需要2组测量人员，每组4人，共8人。测 量 人 员 安 排项 目天数（天）组 数人 数熟悉图纸128熟悉施工现场128联系总包，确定基准点128水准测量214平面控制网的建立214测量幕墙控制线3416测量主体结构的预埋件偏差3416测量成果的整理344间断性的局部测量51418) 幕墙水准测量从水准控制基准点测量至主楼面容易上下拉尺的位置点31、，两点间往返测量以减少测量误差，此点在墙面以红漆表示，定为基准点，其上平面表示测量的水准面并注上相对标高。在上述测定的基准点处，在楼层外立面处约计8层（20米）的距离拉尺，尺下部悬挂20kg重锤，静置后用等高法测量。以基准点开始，分别在每层的1米线处的作标记，对应查出钢尺的误差及温度变化值，修改标记后，以油漆记录在主柱或剪力墙的同一位置，并注明幕墙专用，此高度标志必须予以保护不被消除破坏，标高测量误差，层与层之间2mm，总标高20mm。每个楼层只设置1个标志点是远远不能满足要求，一般每隔3层抄一圈闭合水准点，并进行误差分析，在每个分立面上至少设置两个水准点，便于进行安装校核，在安装时以此基准点32、每三层消除一次安装误差，避免误差累积（如图所示）。19) 平面控制测量上面讲述过平面控制测量有外控法和内控法，在城区内因无法建立外部控制网，现在的建筑大都采用内控法，现着重讲述内控法的原理及测量过程。以基准点建立了闭合平面控制网，以此平面控制网为基准，依据设计图纸标定基准点的位置关系与幕墙的位置关系，测放幕墙的控制线，并在线上标明至幕墙的距离。幕墙控制线也必须是闭合导线，以便确定，测量精度，只有在不能通视的位置才能使用支导线测量，但要往返测量。测量点必须妥善保护，除把线放到地面上外，还要把线引至梁的外表面，以免地面处理后无法恢复（如图所示）。20) 复测使用内控法所测的成果全部在楼板的外表面均33、有标志，在基准层上的对应线上引至地面上，在地面架的经纬仪，以基准层为基础，通过正反测量该垂线的误差，如最高点（100m处）的误差在8mm之内，则视为合格，如图所示（60m的幕墙的垂直度要求在15mm内。21) 测量主体结构误差以水准测量控制点和平面控制网为基础，测量主体结构的尺寸偏差，对于大于设计偏差要求的结构区域，由结构施工单位进行修整后交付我方验收使用，或提出相应的整修意见，以采取有效措施，使施工前的测量工作落实到位。22) 测量成果的整理测量后的有关数据及时反映给幕墙的设计师，以便幕墙设计师了解现场情况，及时作出方案调整，并在施工图制作过程中绘出现场安装基准并作为下料单的原始数据。埋件处34、理单元式幕墙的安装对埋件的埋设精度要求较高，因此在施工混凝土结构时要与土建施工密切配合，确保埋件位置准确，在混凝土施工过程中不移位。本工程单元分割尺寸大，因此埋件的应力也较大，所以应保证埋件的锚固长度，确保幕墙埋件的受力性能满足要求。根据测量放样结果检查埋件的精度，对精度不符合要求的埋件需进行处理，以使满足安装要求。23) 予埋件校核、纠正与补充安装工艺熟悉图纸及技术交底校核每个予埋件位置检查埋件修、补熟悉施工现场偏差过大制定修补方案24) 基本操作说明a. 熟悉图纸主要图纸：熟悉钢埋件布局图与钢埋件节点图。了解钢埋件应用、位置及数量及技术要求。埋件形式：随主体结构予埋，糟式埋件和平板埋件。施35、工方式：由幕墙专业公司负责埋件设计，设计院签字确认，幕墙专业公司负责加工，并配合土建施工方结构埋设，由土建施工方安装。b. 熟悉施工现场施工现场的熟悉包括两方面的内容，一是埋件处于结构部位及结构具体情况了解；二是对照现场，结合不同幕墙种类，对埋件要求及种类有所不同，埋板的连接位置也不同。 槽式埋件c. 校核埋件根据埋件布局图校核埋件位置的正确性，采用幕墙整体和测量放线方法。根据测量数据判断已做埋件是否合格，d. 偏差过大制定修补方案埋件偏差主要为平面上位置偏差、前后偏差和倾斜。当位置偏差过大时，修补方案为：当予埋件只能满足一侧转接件连接要求时，在不能满足转接件连接要求的一侧可采用后加钢板搭接方36、法。后加钢板在原予埋件位置处加焊，另一边则采用后加两个M12化学药剂螺栓,若要求不能使用焊接,则采用在紧临处加节点板。如果予埋件根本用不上，则只能重新补节点板方法。A区采用：后加埋板用后加两个M12化学药剂螺栓与两个M12普通螺栓组合予以可靠固定，B区：由于结构部分厚度只有120mm，后加埋件采用三角式放置，全部为化学药剂螺栓。予埋件偏差必须做好情况记录：修补办法应及时报总包单位及监理工程师同意，批准后方可实施。e. 埋件修补根据修补方案进行施工。f. 验收检查对已安装埋件逐个检查安装质量，主要检查三维空间误差，一定要将误差控制在误差范围内，三维空间误差根据不同幕墙进行控制。对不合格处进行返工37、改进，直至达到要求为止。g. 做好记录对每一道工序的检查、验收、返工、质量情况要进行详细记录。记录包括施工人员、时间、工作面位置、质量情况；返工、补救情况、验收人员、各项指标、验收结果等。众多内容，记录要详细明白，同时要所有当事人签字，再装订成册保存好。新补节点板工艺结构打孔植筋确定新补节点板位置并放线熟悉施工现场熟悉图纸及技术交底检查安装埋板h. 节点板设置要求：节点板与主体连接必须牢固、平整，主体结构不平整之处要剔凿，剔凿处用角磨机磨平后再安装。节点板埋设位置必须符合要求,位置准确,药剂、涨栓锚固深度合理，药剂、胀栓锚固时不允许破坏结构。节点板采用300x200x10钢板,2个M12普通螺38、栓，两个M12化学药剂螺栓，对角放置。i. 节点板设置流程：结构钻孔本工程埋件安装位置为普通混凝土结构，属于普通实心建筑材料，固采用冲击钻孔方法。应注意的问题：边距:为了避免建筑材料破碎剥落与出现裂缝,并使锚栓承受必须的荷载,应遵守对边距与间距要求,并且建筑结构件必须按照规定达到必须的宽度与厚度要求。边距不小于40。 钻孔深度：钻孔深度必须大于锚固深度。钻孔清洁工作：钻孔后必须清除钻孔中的粉消屑，以便保障锚固强度。节点板安装孔内注药：用专用手电钻将药剂及螺栓送入已打好的孔内就位。安装钢埋板：安装前应再次检查埋板加工尺寸，孔距及防腐等加工质量是否满足，安装调整后锁紧。j. 所需工器具及人员器具：39、冲击钻、手电钻、梅花搬手、水平管、水平尺、角尺或小线。人员：每组2-3人，十组。检查标准k. 埋件平面位置偏差允许2Om。l. 标高偏差l.0 mm 。m. 表面平整度运5m。n. 检查埋件下方混凝土是否填充充实,如有空洞现象应上报总包及监理确认埋件强度。转接件安装本工程转接件应设计成三维可调型，以便组装单元安装时细微调节。25) 转接件的运输及存放转接件及附件由人货两用梯运至各楼层,分类整齐堆放在靠近核心筒的指定区域。26) 转接件的安装根据本大厦的特点,转接件的安装应遵循以下顺序。所有紧固件螺栓力矩检测钢琴线拉设转接件安装a. 转接件的安装由于本大厦的单元式幕墙由平面组成,使用经纬仪及米尺40、对每一个转接件进行精确定位。我们所采用板与楼体联接结点,实现三维调节方式如下:通过槽型埋件,实现平行楼板外沿方向的调节通过转接件上的调节长孔结构实现幕墙迸出方向的调节。通过转接件上的高度调节螺栓实现幕墙高度的调节。b. 钢琴线的拉设：当两个基准层转接件施工完毕后,就可按设钢琴线准备安装三-四基层间各楼层的转接件,使有间隔23个转接件拉设一处钢线,在钢丝拉设目程应注意以下问题。每个转接件处必须拉设两要钢线(如上图所示)只要严格控制图中L及尺寸就可保持中间转接件的正确性。钢丝的张紧程度应适宜,否则钢丝易断,张力过小,其受风力影响较大,转接调节精度受影响。钢丝在拉设过程不应与任何物体相干涉。L值不易41、过小,易取1Om15m为宜,M值应尽量取大值,这样宜于控制转接件尺寸的正确性。c. 转接件紧固螺栓力矩检测：因转接单元式幕墙的承务部件,各位置螺栓部位应认真检查锁紧力矩是否达到设计要求,这对于安全生产是非常重要的。d. 转接件安装精度要求：转接件的平面位置偏差应在lm以内。转接件的标高偏差要求不是十分严格,只要在系统可调范围内即可。e. 防腐埋件和转接件在车间加工时进行过防腐处理（镀锌防腐），但发现有防腐层破坏的仍需进行防腐处理，具体处理方法如下：清理基底。刷防锈漆。刷保护面漆，有防火要求时要刷防火漆。作为总包，我们将在现场强调转接件安装的质量。因为幕墙单元的平面位置是靠转接件位置来保证的，转42、接件安装质量决定幕墙安装质量，即幕墙与转接件固定后幕墙平面不能再调整，如果转接件安装位置偏差过大，则幕墙安装质量无法保证。因此，我们将为业主承担起总包责任和义务，牵头组织业主、监理以及幕墙专业施工单位，对转接件安装进行一幅幕墙安装单元为单位的检查，保证一次安装完毕并检验合格。吊装双层幕墙单元27) 总包协调吊装时，作为总包，我们将积极作好以下协调措施：a. 协调场内单元板块的周转堆放场地；b. 为单元幕墙的划定吊装区域及工作面，吊装时其他施工单位不得占用工作面。c. 及时清理楼层内的垃圾，选择部分楼层作为幕墙单元的材料堆放层。28) 板块运输单元板块的运输主要包括公路运输、垂直运输、板块在存放43、屋内的平面运输三个方面。a. 公路运输由于采用专门设讶单元板块转运架,每辆汽车至少能一次运12个板块。单元板块转运架形式,每层架子都是独立的,各个架子可随意组合,但一般组合数量不超过7个。卸车工依一般需借助塔吊或汽吊完成。b. 垂直运输单元板块的垂直运输过程是指实现板块白地面运至被板块存放层的过程,一般有两种方式实现。借用塔吊、进货平台实现垂直运输。利用现场施工用人货两用电梯运输。利用塔吊进行垂直运输利用此方式进行垂直运输,需有专用的吊具。为便于单元板由进货平台到楼内存放地的运输在底层转运架上设有胶皮轮。利用人货两用电梯进行垂直运输此种方式一般在无塔或塔吊拆除以后采用。此种方式运输需采用特殊的44、板块周转架。受电梯空间的限制,每次至多运输4块6块,故工作效率较低。c. 单元板块在楼层内的运输在楼层内的运输主要是指将板块从叠形存放状态分解单块并运至预吊装位置,此过程主要使用机具是门式吊机,此吊机的几何尺寸应于单元板转运架外型尺寸相配套。29) 单元板块的吊装a. 楼层说明:* 单臂吊停放层* 块存放层* 板块安装上层* 板块安装层b. 设备名称:* 单臂吊机* 起抛器* 门型吊机* 板块转运架30) 吊装小组人员、设备配置情况a. 移台吊臂所在层配起重机械司机一名,力工一名,此两人主要负责起重机构的操作及平面移动。板块存放层配置工人6人,负责板块的平面运输及起吊。在板块安装层及其上一层各45、配置工人3名负责单元板块的安装工作。在中间各层分别配工人一名,确保板块在下行过程中,板块不与楼体碰撞。b. 为加快吊装速度,可安排两个吊装小组同时操作,每个吊装小组配备设备如下:对讲机3台:移动式吊臂(20 1台:C.30米电动葫芦一台:D.起抛器一台:E.门式电机一台31) 在板块安装过程中应注意问题a. 板块吊装前认真检查各起重设备的可靠性,安装方式的正确性。b. 认真核实所吊板块重量,严禁超重吊装。c. 起重工与起重机械操作者认真配合,严防操作失误。d. 吊装人员都应谨慎操作,严防板块擦、碰伤情况。e. 吊装工作属临边作业,操作者必须系好安全带,所使用工具必须系绳防止坠物情况发生。f. 46、在恶劣天气(如大雨、大雾、6级以上大风天气)不能进行吊装工作。g. 安装工人应认真学习并执行单元幕墙安装的技术规范,确保安装质量。32) 单元板安装质量控制标准内控a. 单元板块左右偏差2mm。b. 单元板块迸出偏差2mm。c. 单元板块标高偏差2mmd. 单个板块两端标高偏差lmm e. 左右相邻板块迸出,标高方向阶差lmm。f. 单个板块垂直度1.5mm。g. 上下相邻板块直线度1.5m。h. 相邻板块接缝宽度偏差1.5m。i. 同层板块标高偏差3m:(一幅幕墙宽度小于35米)竣工前的清洁、清理工作在竣工前夕,需由幕墙公司负责对整幢大厦的外表面进行一次彻底的清洁,使大厦有一个崭新的形象。在47、竣工移交前夕, 需由幕墙公司负责拆除内保护用塑料薄膜,并对幕墙内侧进行彻底清洁、清理。层间防火封修对于本工程层间防火封修，我们建议做法是：横向：在梁及吊顶部位分别设置两层150厚防火棉；立向采用50厚防火棉，沿梁与吊顶间布置。防火棉外层周圈用1.5厚镀锌防火板，将防火棉与梁及吊顶包敷，与铝板龙骨相接，形成密闭。对幕墙专业施工单位的建议根据我们以往的工程经验，幕墙专业单位要确实作好单元组件元件、配件的配送管理。如果缺一个元件，就有一个单元组件无法安装，而现场就会因为缺这一个单元组件而使整个吊装工作停下来，有时不得不将未安装玻璃的单元组件吊装固定，然后再搭脚手架安装玻璃，所花费用是一个单元组件的数48、倍。因此，我们建议幕墙专业单位要对单元组件的元件、部件配送管理要对安装顺序作出计划，对每一安装阶段的单元组件的型号作出统计，排出这些单元组件各种规格的元件、部件的数量和加工计划。加工完毕后将装箱清单备份给施工现场，以保证每一安装阶段全部单元组件所需元件、部件一次到位，从而保证吊装按计划进行，避免各种不应有的损失。成品质量保护措施幕墙成品保护是十分重要的施工环节,如处理不当,经常对幕墙成品造成划伤,污染等破坏,不但给施工带来麻烦而且带来一定的经济损失。我方建议采用成品保护措施主要有以下几种:33) 生产加工阶段产品防护措施a. 型材加工、存放所需台架等均垫木方或胶垫等软质物。b. 型材周转车、工49、位器具等,凡与型材接触部位均以胶垫防护,不允许型材与钢质构件或其他硬质物品直接接触。玻璃周转用玻璃架,玻璃架上采取垫胶垫等防护措施。玻璃加工平台需平整,并垫以毛毡等软质物。单元件组装用专用设备组装单元组装后,需用专用周转架及专用起重设备和吊具周转搬运。单元件与周转架之间牢固固定不得窜动。型材与钢架之间垫软质物隔离。34) 产品包装阶段防护措施单元式幕墙之单元板块用专用的转运架周转和运输,单元件在转运架上用固定装置夹牢,因此不需再进行包装。框架式幕墙包装主要采取以下措施:产品经检查及验收合格后,可进行包装。包装工人按规定的方法和要求对产品进行包装。型材包装应尽量将同种规格的包装在一起,防止型材端50、部毛刺划伤型材表面。型材包装前应将其表面及腔内铝屑擦净,防止划伤。型材包装采用先贴保护胶带,然后外包带塑料膜的牛皮纸的方法。包装工人在包装过程中发现型材变形、表面划伤、气泡、腐蚀等缺陷或在包装其它产品时发现质量问题应及时向检验人员提出。产品在包装及搬运过程中应避免装饰表面的磕碰、不同规格、尺寸、型号的型材不能包装在一起。对于组框后的窗或副框等尺寸较小者可用纺织带包裹,尺寸较大不便包裹者,可用厚胶条分隔,避免相互擦碰。包装应严密牢固,避免在周转运输中散包。产品包装时,在外包装上用毛笔写明或用其它方法注明产品的名称、代号、规格、数量、工程名称等包装克成后,如不能立即装车发送现场,要放在指定地点,要51、摆放整齐。35) 运输过程产品防护措施型材产品应妥善包装后装车,且应沿车箱长度方向摆放,即型材长度方向与汽车行驶方向一致。摆放需紧密、整齐不留空隙,防止在行驶中发生窜动。型材摆放高度超出车箱板时,须捆扎牢固。型材不能与钢件等硬质材料混装。玻璃装车时需立放,底部垫草垫,两块玻璃用草垫隔离,根据需要每十块左右玻璃捆扎一次,确保车辆行驶中的震动和晃动不使玻璃破损。单元件运输及垂直运输时用专用周转架,周转架与车体牢固固定,装卸车及垂直运输时用起重设备进行。运输中应尽量保持车辆行驶平稳,路况不好注意慢行。长途运输途中应经常检查货物情况。36) 施工现场产品防护措施施工现场临时存放的材料,按产品贮存控制程52、序进行贮存和维护。己装到墙上的框料或单元件,若土建还有混凝土施工,则必须贴保护膜,或采取其它防护措施,防止水泥溅到框面上,型材表面受到腐蚀。索网幕墙施工本工程东西两侧中空大厅侧面采用单层索网幕墙，在办公楼之间的窗墙将横跨27米，空腹桁架桥厅之间距离为竖向跨度。竖向悬索将按照中心间距1.5米安置，横向按照中心间距1.95米排列。单层点式双向拉索玻璃幕墙所受到的垂直于表面荷载，只有通过索网相当大的变形来承担，为了保持初始状态的稳定，钢索必须具有一定的预拉力。根据目前国外的研究和实验成果，在风荷载的作用下，网索变形的矢跨比达到1/501/80。这样大的变形使得索网节点的相对距离和位置与初始状态相比产53、生了相当大的变化。初始状态为正方形的索网分格由于变形可能成为菱形或者其它形状，但玻璃是不能吸收和承受这样大的变形的，只有依靠玻璃和索网之间的连接装置来吸收和承受这样大的变形。施工安排9层钢结构连廊以下悬索幕墙搭设钢管脚手架进行安装，而4、5层连廊以上幕墙采用吊篮进行安装。施工工艺幕墙深化设计随土建预留预埋安装外吊篮安装主钢梁安装并张拉预应力拉索安装点支撑安装玻璃面板注胶填缝37) 幕墙深化设计本工程索网幕墙深化设计侧重在主钢梁和预应力拉索设计以及根据建筑效果确定索网幕墙的玻璃分割。38) 随土建预留预埋根据深化设计图纸预留预埋主钢梁和两侧混凝土结构固定的连接件，以及首层地面上的地锚件。39) 54、安装外吊篮和搭设脚手架部分悬索幕墙采用吊篮安装，通过卷扬机控制其升降。该吊篮同时能满足索网钢梁、索网预应力张拉及玻璃安装。另外部分采用脚手架安装。40) 安装主钢梁本工程固定索网幕墙的钢梁每四层一道，其安装方法是在地面拼装，然后通过卷扬机提升至设计标高。41) 安装并张拉预应力拉索本工程幕墙索网体系是柔性张拉结构，其预应力控制是施工技术乃至设计计算的关键性问题，在没有施加预应力之前，索网结构没有刚度，其空间位置也是不确定的，必须通过施加适当的预应力，才能使其成为能承受外荷载的结构。但不能认为预应力满足了始态的要求就算完成了任务，还要求预应力系统在终态，即全部玻璃面板安装完后，任意一根索均不发生55、松弛，且索网内力值保持在设计值控制范围之内。对于本工程索网体系结构，其刚索在开始张拉时建立的预应力，从玻璃面板开始安装、使用整个过程都在不断降低，因此在整个施工过程中，要随时监控并调整索网内预应力值，直至最后达到设计值。建立结构计算模型，运用ANSYS有限元分析软件对施工阶段进行预分析，并在施工过程进行工况跟踪分析。a. 索网体系的安装：根据钢索的设计长度及在设计预应力作用下，钢索延伸长度下料。先安装垂直方向钢索，将上索头安装在锚礅上，然后用千斤顶在地面张拉钢索并将钢索下索头与下锚板采用开口销固定。依次安装立面所有垂直钢索。穿水平索，方法同垂直钢索，按设计图纸定位水平位置。b. 拉索张拉拉索安56、装完成以后，为了保证索能抵抗各种荷载并保证变形满足规范要求，需要对钢索进行张拉。预应力钢索的张拉是拉索安装过程中最重要的一个环节。安装工具锚：将钢绞线逐根穿入锚板孔内，然后把锚板顺着钢绞线推至垫板处，夹片表面的机油不必清洗，但夹片不得有裂纹及破碎，表面应清洁，将三个夹片套在同根钢绞线上，推入锚板的锥孔中，用短钢管将一组夹片轻轻打紧不掉落即可。钢索应与锚板保持垂直，否则应加斜垫片进行调整。张拉及锚固：将张拉设备吊至两端张拉处，通过调整千斤顶上方手动葫芦，将千斤顶降至适当高度，并将电缆线接在电源上。张拉操作台搭设：由于为高空张拉预应筋，应搭设可靠的操作平台。张拉操作台应能承受操作人员与张拉设备的重57、量，并装有防护栏杆。为了减轻操作平台的负荷，油泵等张拉设备应尽量移至靠近的楼板上，无关人员不得停留在操作平台上。安装液压顶压器：按每束钢绞线的张拉先后次序，将相应的液压顶压器套贴在张拉束的工作锚板上，并接好顶压油管。安装千斤顶：将千斤顶的高度调整至待张拉束的位置上，将该束的全部钢绞线合拢并对准千斤顶前端中心后，向端部已装好的顶压器处推千斤顶，使千斤顶与顶压器对中。千斤顶安装位置应与钢绞线在同一条轴线上，并与承压板保持垂直，否则，应采用变角器进行张拉。安装自动工具锚：将钢绞线逐根分别穿入自动工具锚的锚孔，进一步将自动工具锚推向千斤顶尾部并对中，将工具锚、千斤顶、顶压器、工作锚对中并紧贴后，再推动58、自动工具锚上的圆铁板，可将每组夹片同时压紧在自动工具锚板的锥孔内。应特别注意，自动工具锚上孔的排列位置与前端顶压器、工作锚的孔位一致，不允许在千斤顶的穿孔中钢绞线发生交叉现象。张拉流程：记录原始缸长；张拉至10%设计张拉力，持荷2分钟，记录初始缸长；张拉至50%设计张拉力，持荷2分钟，记录缸长；张拉至最终张拉力，持荷2分钟，记录缸长。张拉测量记录：张拉过程中必须详细、真实、及时、准确填写张拉记录表，分别记录10%设计张拉力、50%设计张拉力、103%设计张拉力所对应的千斤顶缸长，计算出对应于各加载段预应力筋的伸长，回归出前10%设计张拉力对应的预应力筋的伸长，将几段加载时预应力筋对应伸长相加，59、所得之和即为实际伸长值，记录的数据应准确到毫米。张拉伸长值校核：每孔预应力钢绞线张拉完成后，预应力钢绞线的实际伸长值须与理论伸长值校核，以观察张拉力是否足够以及预应力钢绞线是否有异常现象等。钢绞线张拉理论伸长值计算公式为：LP=peLP/EP，其中pe为预应力第一批损失后，预应力筋有效应力的平均值；LP为预应力筋长度；EP为预应力筋的弹性模量。当实测伸长值比计算伸长值大于10%或小于5%时，应停止张拉，在采取措施予以调整后，才能继续张拉。42) 安装支承件本工程支承件的具体形式将由幕墙专业单位进行深化设计。但根据我们的经验，以及目前国内国际的趋势，我们建议点支撑结构使用夹具式钢抓，该类型配件有60、许多零部件组合而成，爪件本体由可铸不锈钢精密制造而成，配上支承头各个零件，可组装成完整的钢爪组件。其特点是玻璃不用开孔，可避免玻璃孔边应力集中，示意如下图：安装钢爪同时要测量检验钢爪中心的整体平面度、垂直度、水平度并调整到满足设计以及相关规范精度要求，最终固定整体索网。43) 玻璃面板安装及注胶面板玻璃安装按设计位置进行玻璃尺寸编号，自上而下安装玻璃，并随时检查玻璃接缝宽度，顺直及高差是否符合要求。玻璃面板通过连接件与钢爪连接固定，最后清理接缝并注胶。玻璃采光顶施工中庭大厅上空采用玻璃采光顶，采光顶主结构为27米跨间距9.0米的钢结构主梁和9米跨间距4.5米的300300的方钢主檩，玻璃分割为61、1.5m3.0m。主要施工安排待屋面钢结构全部施工完毕后进行屋面玻璃安装。由于钢结构次檩跨度较小，可以直接在上部满铺脚手板作为屋面采光顶玻璃安装平台。施工工艺44) 工艺流程幕墙深化设计单跨屋面钢结构吊装滑移就位安装玻璃面板注胶45) 幕墙深化设计该部分结构设计由专业幕墙单位完成。作为总包，我们将协调观光电梯钢结构、观光电梯屋顶钢结构与幕墙采光顶钢结构设计之间的结构设计衔接问题。46) 屋面钢结构详见钢结构施工方案。47) 安装玻璃面板面板玻璃安装按设计位置进行玻璃尺寸编号，在安装前要应在玻璃镶嵌槽底规定部位嵌上密封条，密封条在自然状态下，要比镶嵌槽长0.51cm，挤紧镶槽内，以防备冷缩时不出62、现缺口。操作平台悬吊点部位玻璃在操作平台拆除后进行局部补装。48) 注胶使用手工胶枪向玻璃接缝处注胶。注胶应细心操作，保证胶缝饱满，注胶完毕后10min内，用刮勺将胶缝压实，并将表面刮平，压平只能一次完成并注意不能重复。在注胶过程中按规定数量与程序留取做剥离试验的样品。幕墙的清洗方案双层幕墙内侧的清洗方案由于双层幕墙之间的距离只有170，清洗人员无法进入其内部，因此，可以将内层铝合金窗上下两扇做成开启形式，（下部是内倒形式，上部做成内平开形式）这样可以从内部清洗双层内部的各个部位。双层幕墙外部清洗方案：可以采用擦窗机方式从楼顶部向下清洗，本建筑使用擦窗机的最大外悬臂是25米。现有擦窗机的最大悬63、臂可以达到30米，所以外层清洗可采用擦窗机方案实现。 系数a模型非标准化系数标准系数tSig.B标准 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