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陶土板幕墙施工方案

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陶土板幕墙施工方案

  • 39页
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幕墙测量遵循着由整体至局部的测量原则。与土建的测量工程师取得联系，办理主体结构的水准测量基准点和平面控制测量基准点的移交；进行水准测量和控制测量；然后根据测量成果放线；报请总包、监理验线；测量主体结构及预埋件偏差。图1图2图3三）控制点的确定原理：使用水平仪和长度尺确定等高线（如图1）使用激光经纬仪、铅垂仪确定垂直线（如图2）使用激光经纬仪校核空间交叉点（如图3）建立控制网并在在一层平面设定平面坐标系统。四）平面控制网的测设:首先，对总包单位提供的控制点和有关起算数据用经纬仪分别进行两测回测角测距，检测无误后即将其作为该工程平面控制网的基准点和起算数据。用全站仪按一级导线技术要求，对控制点进行闭合导线测量，建立平面控制网。一级导线测量的主要技术要求：等级导线长度（km）平均边长（km）测角中误差（mm）测距中误差（mm）测距相对中误差测回差（DJ2）方位角闭合差相对闭合差一级40.5515≤1/30000210n1/2≤1/1500五）高程控制网的测设a)首先，对总包公司提供的施工现场控制点与城市水准进行联测，后用DSG320自动补偿水准仪按照四等水准测量规范要求，把高程点引测到每个平面控制点上，并以此作为高程控制网。水准测量的主要技术要求:等级每千米高差全中差（mm）路线长度（km）水准仪型号水准尺观测次数往返较差、附合或环线闭合差与已知点联测附合或环线平地（mm）山地（mm） 四等10≤16DS3双面往返各一次往一次20L1/26n1/2b)控制点的确定c)使用水平仪和长度尺确定等高线1.使用激光经纬仪、铅垂仪确定垂直线2.使用激光经纬仪校核空间交叉点3.使用激光经纬仪、铅垂仪确定坐标定位点及精度控制4.在由内外部主控点为坐标原点、相互垂直的控制轴线及建筑标高的构成的三维坐标系统，幕墙各控制点均可通过计算得出其精确的三维坐标，在施工中精确给出其位置指引施工并对其校核是本工程幕墙外形保证和精度控制的关键。幕墙测量放线的流程六）测量人员的组织安排根椐本工程的施工分区需要二组测量人员，共8人。人员的组织安排：项目天数人数熟悉图纸12熟悉施工现场12水准测量13平面控制网的建立32测量幕墙控制线33测量主体结构的预埋件偏差24测量成果的整理12间断性的局部测量暂计324.1.3水准测量1.概述每座工程在底层都有一个水准控制基准点，此点的标点是经过已标高和坐标的国家控制点测量而知的，由此可知此楼的绝对标高和相对标高，现对此工程而言，我们仅使用相对标高。 2.测量方法从水准控制基准点测设至主楼面容易上下拉尺的位置，此点应往返测量并消除误差，此点在墙面以红漆表示，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20米的距离拉尺，尺子下部悬挂20kg重锤，静置后用等高法测量。以基准点开始，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。平面控制测量平面控制测量有外控法和内控法。依据本项目特点，拟采用外控法作为平面控制测量的主要方法。如图所示建立一以级导线控制测量:1.平面控制基准点的建立平面控制网的基准点一般设置在一层地面上，并且有明显的标，一般是以圆钢的中心并刻上标志作为平面控制基准点。2.工程基准点或控制点的确定本工程幕墙基本均为平直面，各立面的交接点和各种幕墙的交接点是控制工作重点。根据本工程的特点，建立两级基准控制点第一级控制点：取各立面两边部轴线为一级控制基准点，以保证各立面位置的准确的定位。第二级控制点：各立面单元横向尺寸依照所在柱间均分，因此，取各轴线及直线段与圆弧线段交接点为二级控制点可有效控制单元的平面定位，避免误差积累。3.平面控制网的建立以各基准点为基础，建立平面控制网，测量各基准点的距离与角度是否与基准点一致，如不一致，重复测量，并与主体结构测量师商量，直至点位在误差范围内，坐标差Δx、Δy≤2mm，角度差Δα≤40″，并以此点位建立平面控制网。幕墙控制网的建立,以基准点建立了闭合平面控制网，以此平面控制网为基准，依据设计图纸标定与基准点的位置关系以幕墙的位置关系，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，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。复测 使用内控法所测的成果全部在楼板的外表面均有标志，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，要求在1.5mm内。测量主体结构误差与预埋件偏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与预埋件偏差，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。报请总包、监理验线测量放线后，请总包的测量师、监理一同验线，确认与盖章，最终确定现场施工安装方案与计划，以便工程按期实施。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。放线工艺测量放线是保证施工质量的关键工序，作为“停滞点”来检验。为保证测量精度，除熟悉施工图纸，采用合理的测量步骤外，还要选用比较精确的激光经纬仪进行测量放线，测量工作开始之前需与土建单位确认三项基准数值。以确定好的控制点为基准，将每对水平控制点和竖向控制点用钢线连接。连接后的钢线在立面上形成网状，用记号笔将网的每个交叉点作上标记以确定在施工过程中拉线的交叉点不变。拉线下垂处可用腰线支撑，最后用激光仪检查放线的偏差，并予以调整。4.1.4后补埋件因为设计变更原因，303楼需要埋设后补埋件。固化时间化学锚栓固化时间 操作流程钻孔：根据螺杆型号，对照相应直径和深度钻孔清孔：用毛刷和气筒将孔彻底清洁，通常须反复清三次置胶管：将高强化学锚栓置入孔中植螺杆：用电动工具和夹具将螺杆旋入孔中（转速不大于750r/min,推进速度不大于10mm/s）固化：必须根据安装时的环境温度等待足够的时间让胶体固化，待胶体完全固化后可进行负载安装。技术参数高强度化学锚栓安装数据单个化学锚栓锚固设计值（单位：KN）单个化学锚栓平均破坏值（单位：KN） 说明：在钢筋混凝土构件中，因锚栓拉力可以通过混凝土传递给钢筋，从而带动整体混凝土结构共同作用，因此边距和间距对锚栓的承载力影响较小，具体需根据锚栓间距和钢筋混凝土的配筋情况由设计人员确定金属螺杆的性能指标注意事项1.彻底清洁钻孔，必要时可用干净棉布沾少量丙酮或酒精擦净孔壁2.未固化前严禁触动杆体3.施工时需佩戴手套、口罩、护目镜、安全帽等防护用品4.若不慎食用或溅入眼睛，应立即就医运输、储存本品属非危险品，按一般化学建材运输，运输途中不得暴晒、雨淋和损坏包装，本品应避光储存在阴凉、干燥的库房内，储存期6个月。 4.1.5连接件安装连接件是为了将幕墙与主体结构连接起来，故连接件的安装质量将直接影响幕墙的结构安装质量。1.熟悉图纸，了解前段工序的变化更改及设计变更。2.熟悉施工现场，施工现场的熟悉包括两方面的内容：一是对已施工工序质量的验收；二是对照图纸要求对下步工作的安排。3.预埋铁件：预埋铁件的作用就是将连接件固定，使幕墙结构与主体结构连接起来。故安装连接件时首先要寻找原预埋件，只有找准了预埋件才能很准确地安装连接件。4.梁垂线：立柱的中心线是连接件的中心线，故在安装时要注意控制连接件的位置，其偏差小于2mm。5.拉水平线控制水平高低及深度尺寸。虽然预埋铁件时已控制水平高度，但由于施工误差影响，安装连接件时仍要拉水平线控制其水平及进深的位置，以保证连接件安装准确无误，方法参照前几道工序操作要求。6.验收检查。对初步固定的连接件按层次逐个检查施工质量，主要检查三维空间误差，一定要将误差控制在允许的范围内。三维空间误差，工地施工控制范围为误差小于2mm。7.加焊正式固定：对验收合格的连接件进行固定，即正式焊接。烧焊操作时要按照焊接的规格及操作规定进行，一般情况下连接件的两边都必须满焊。8.验收；对烧焊好的连接件，现场管理人员要对其逐个检查验收，对不合格处进行返工改进，直至达到要求。9.防腐：预埋铁件在模板拆除后，即凿除砼面层后进行防腐处理，但由于焊接时对防腐层的破坏故仍需进行防腐处理，先清理焊渣，再刷防锈漆，最后刷保护面漆，有防水要求时要刷防水漆。10.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。其记录要详细明白，同时要所有当事人签字，再装订成册保存。4.1.6竖龙骨安装陶板幕墙部分为双层钢龙骨，为保证龙骨平整度，先将两层龙骨焊接成小桁架后，整体安装。立柱的安装是在全部幕墙安装过程中由于其工程量大，施工精度要求高而占有极其重要的地位。立柱的安装快慢决定着整个工程的进度，故立柱安装作业无论从技术上还是管理上都要分外重视。 1.检查立柱型号规格。安装前先要熟悉图纸，准确了解各部位使用的不同立柱。检查主要有：（1）外观质量。（2）截面是否与设计相符（包括截面、高度、角度、壁厚等）。（3）长度是否合要求（是否扣除20mm变形缝）。2.对号就位。按照作业计划将要安装的立柱运送到指定位置，同时注意其表面的保护。3.立柱安装一般由下而上进行，带芯套的一端朝上。第一根立柱按悬垂构件先固定上端，调整后固定下端；第二根立柱将下端对准第一根立柱上端的芯套用力将第二根立柱套上，并保留20mm伸缩缝，再吊线或对位安装梁上端，依此往上安装。4.三维调整。立柱安装后，对照上工序测量定位线，对三维方向进行初调，保持误差小于1mm，待基本安装完成后，在下道工序中再进行全面调整。立柱加固及二次防腐处理1.施工准备。立柱调整定位后要马上安排加固，对施工准备要求比较紧，从时间上控制较紧，电焊机、电焊条要完全满足需求。2.制定方案。一般情况下，因焊接时受热件因高温后的冷却产生残余变形。要控制加固变形就必须制定详细的施工方案。方案包括由点焊开始，结束位置，点焊时要采取控制变形的措施，以及具体实施。一般可采用临时加横梁的办法进行加固，特别是折线的加固一定要先安装部分横梁才可加焊，但由于此时横梁还没定位，故为保证质量，用于控制变形的横梁安装于室内不可见范围内，一般在结构砼梁高范围内。3.技术交底。在电焊操作前要对所有工人进行技术交底。在铁角码与连接件间要求三面围焊，在立柱不锈钢螺栓与镀锌角码间要求用三点满焊，焊接时要控制变形，将施工方案向施工人员解释清楚，以确保质量。4.安装临时横梁。在加固前安装临时横梁应派专人进行，并按正规方法安装，位置要绝对准确。5.加固。加焊时必须按操作规程施工，要随时检查焊缝是否符合要求，焊完后要将焊渣及时处理，还要做好防护和防火工作。6.验收。立柱加固后要对焊缝进行检查，有无漏焊现象，最重要检查是否有变形现象，变形严重时要重新处理。7.二次防腐处理。因电焊施工时会对原有的镀锌层或涂层有所破坏，必须进行二次防腐处理。防腐处理时不能单独考虑焊缝的位置，要考虑整个结构，检查每一个铁件的位置全面防腐处理，处理时要刷2-3道防锈漆，有防火要求的还要刷防火漆。 立柱保护1.选择合适规格的塑料膜。不同的立柱要选择不同规格宽的塑料膜，既要达到保护目的，更要方便以后的施工。2.清理立柱面。在包装立柱前要先清洁铝型材表面的杂物，用白布将铝型材表面抹净。3.包装立柱。包装要两人同时施工，从内向外面包装，要注意美观不让塑料面到处飘。一层为一外包装段，每处包装段接头要接好，不能重迭。4.贴胶粘带。胶粘带将塑料布粘贴在立柱上，既不能太紧又不能脱落。5.检查是否遗漏。立柱包好后要检查，不能有遗漏，如遗漏必须补包。4.1.7横梁定位与放线1.水准仪抄平。用水准仪在每层抄平，抄平时要先选择每根立柱的水平线。抄平时在立柱的外侧上标上水平线位置。2.测量楼层误差。水平线抄平后要测定楼层误差，误差测定后可协助确定土建楼面位置，以便按楼层确定垂直分割线。具体测量法是测量每根立柱的水平线位置到楼面的距离，记录下每一个数据，然后记录每层的平均值，最大最小值备用。3.测量层高误差。取楼层误差的平均值，在一根立柱上取楼面点，然后测量每一个楼面点间的距离即是实际施工层高，层高有少量的误差不需要调整。要防止有很大的误差，故对误差较大的层次要反复测量，一一记录。4.分析误差。寻找解决方法，将记录下层的数据进行整理，然后按设计图纸一层一层对照并进行分析，如误差较少，相邻正负误差可相抵又不影响观感效果，可自行调整，误差不大的可不调整。如误差较大时，必须要调整玻璃分格尺寸。5.调整误差方案。调整误差是在分析误差的基础上进行，误差调整方案的制定要遵循：（1）不能破坏原有建筑风格（2）调整是局部的小范围，小幅度的调整（3）考虑材料的利用及经济性。方案定下后，要对照现场实际情况进行复核，同时要保持方案的完整性。将制定的方案上报主管部门及设计室，对方案中调幅不大主管部门制定即可调整的要报设计室备案。如调幅较明显，则必须通过设计室修改设计图。6.调整。根据方案对图纸中有改动的地方进行调整，并附有详细的文字调整说明和表面具体的尺寸位置要求，最后绘制一份调整后的施工图。 7.绘制横梁安装垂直剖面图。为了进一步明确横梁安装分格的要求，在横梁施工技术交底时要求现场管理人员绘制横梁安装垂直剖面图，在立柱上绘制横梁具体的安装位置尺寸，离楼面分格尺寸等，同时要注明调整后的楼层标高以便复查。总之，横梁垂直剖面图的尺寸尽可能详细，以利指导施工。8.放线。横梁放线是在立柱上标出横梁位置，在每根立柱上都要准确无误。放线应遵循从中间向上下分线的步骤进行。以每层水平线为标准，随时复查分格是否水平。9.检查。横梁放线完成后，为保证万无一失，对其准确性水平度进行抽样检查。对每一个组的工作都要检查，防止出现误差，发现误差马上调整。4.1.8横梁角码定位钻孔1.准备模具。钻孔前首先准备模具，至少要准备两种：一是方通模具；二是线通模具。有的带型窗的还要带型窗用模具，每次施工前要准备齐。2.检验模具的准确性（试模）。在全面钻孔前要先检验模具的准确性。方法是先选一个施工段，根据横梁定位线，用模具先钻孔安装横梁，然后测量横梁是否有误差，如存在误差，对模具进行调整。3.检查横梁定位线。在每一个施工段钻孔之前要检查确认横梁定位线，是否有遗漏或是否有疑问，确定无误后才能开始钻孔。4.钻孔。准备好工具，统一施工方法，避免孔径不一和位置偏差。5.检查。每个施工段钻完后要进行验收。验收的主要内容有孔径、标高、数量，定位对铝材有无损坏，是否有不通的孔等。4.1.9横梁安装横梁安装包括三个部分：一是横梁角码安装；二是横梁防震垫圈安装；三是横梁安装。这三部份是通过不锈钢螺栓穿透立柱（钻孔）一次固定而成，因此这就造成了横梁安装的复杂性。同时安装是一种连续安装，有连续性作业，有的要一气呵成。还要考虑美观。1.施工准备。在横梁安装前要做好的施工准备有：（1）资料准备。要熟读图纸，注意分清开启扇位置，不能将横梁装错；（2）材料准备。按图准备好各种所需材料，清查各材料的规格数量是否符合要求，施工人员要有各横梁应在那儿就位的映象。（3）人员准备。（4）施工段现场清理。（5）对横梁进行包装，以防脏物污染横梁。2.检查各种材质。安装前要对所用材料进行质量检查。检查横梁是否被损伤，冲口是否按要求加工，冲口边是否有变形，是否有毛边等，如发现类似情况要将其清理后再安装。 3.就位安装。横梁安装要先找好位置，将横梁角码预置于横梁两端，再将横梁垫圈预置于横梁两端，用不锈钢螺栓穿过横梁角码，垫圈及立柱逐渐收紧不锈钢螺栓，同时要注意横梁角码的就位情况，调整好各配件的位置以保证横梁的安装质量。4.检查。横梁安装完成后要进行检查，主要查以下几个内容：各种横梁的就位是否有错，横梁与立柱接口是否吻合，横梁垫圈是否规范整齐，横梁是否水平，横梁外侧面是否与立柱外侧面在同一水平上。4.1.10防火棉、保温棉安装立柱调整加固后，监理验收完毕。岩棉安装前做监理见证取样实验，实验合格后，现场开始安装。按照图纸要求安装防火钢板，防火钢板中间安装100mm厚防火岩棉，防火钢板之间缝隙注防火密封胶。保温岩棉安装图纸要求150mm厚安装，用十字×铁线和高度方向每隔700mm铁线固定。确保安装固定牢固可靠，表面平整密实。4.1.12陶板安装1、陶土板运输和存储1）、陶土板的运输2）、在搬运时应轻拿轻放，严禁摔扔，以防破损。3）、下雨天的时候，在运输时应有防雨设施，不宜受潮，如果受雨水淋湿，陶土板要放在通风的地方，自然干燥。4）、吊运时采用专用的运输架，防止撞击。5）、陶土板的存储6）、陶土板应按规格、级别和颜色分别整齐堆放，宜存放在室内，当需要堆放在室外时应采取有效的防雨防潮措施，并在底部应该垫放木方，避免和地面硬性接触。7）、当产品有减震外包装时，平放堆高不宜超过2米，竖放堆高不宜超过两层，且倾斜较不宜超过15°；当板材无包装时应将板的光泽面相向，平放堆高不宜超过20块，竖放宜单层堆放且倾斜角不宜超过15°。2、陶土板的安装陶土板安装时要先拉设控制面线，水平和垂直方向都要拉设。确保安装的陶板在同一平面。1）、安装顺序：安装挂件→安装陶土板→垂直度及水平度调整。2）、陶土板背后有自带的安装槽口，通过该槽口穿入挂件，挂件固定在与墙体固定的龙骨上。3）、陶土板与挂件之间和挂件与龙骨之间必须采用柔性连接。4）、陶土板横向的接缝处应留有10mm的安装缝隙，上下的陶土板不能直接碰在一起，竖向的接缝处应留有10mm的安装缝隙。 5）、陶土板必须自下而上安装，若楼层较高，可以分区段同时进行。6）、安装时要轻拿轻放，注意碰角。7）、陶土板安装的时候严禁刷油漆，避免油漆污染到陶土板。4.2玻璃幕墙施工方案施工工艺流程：4.2.1安装前的施工准备a）施工安装的基本条件1.主体结构完工，现场清理干净，在二次装修前进行。同时，也要组织好工种交叉施工，避免其它部分施工时污染、损坏幕墙；2.如要利用脚手架施工安装应与土建施工单位协调好脚手架的拆除进度安排；3.安装前应保留垂直运输设备（塔吊）以便吊运构件和材料；4.埋设件已妥善埋入，位置准确。主体结构工程达到施工验收规范的要求； b）施工准备1.材料与构件（1）材料、构件要按施工组织设计分类，按使用地点存放，玻璃板应运入相对应的房间内，塑料布盖严，下边应垫上垫板，玻璃板应稍倾斜直立摆放，玻璃上应贴上明显标志，以防碰坏；铝材、五金件及其它材料应分楼层堆放在固定房间内并加锁；（2）安装前要检查铝型材，要求平直、规方，不得有明显的变形、刮痕和污染；（3）构件、材料和另附近应在施工现场验收，验收时监理方和业主应在场。2.铝型材的辅助加工立柱和横梁等铝型材主要加工完毕。辅助加工仅为简单钻孔、装配立柱活动接头的芯套、安装连接附件等。其加工位置、尺寸，应与设计图相符。3.后备材料不合格的构件应予更换，幕墙构件在运输、堆放和吊装过程中有可能变形、损坏等，所以应根据具体情况，对易损坏和丢失的构件、配件、玻璃、密封材料和胶垫等，应有一定的更换、贮备数量。4.测量放线根据土建单位提供的标高和轴线及幕墙设计图纸确定幕墙的控制面线，并对控制面进行正反方向复测，以检查是否闭合。4.2.2立柱定位放线立柱定位放线是在正式设计图纸已定，所有误差处理方案确定后进行的，立柱的定位放线是幕墙安装关键性的一步，也是实质性的一步，其误差的大小直接影响着后期各工序的质量，放线必须准确，同时立柱放线要求考虑的问题很全面，包括各转角、节点处的尺寸处理，玻璃的规格、封口的方向、主梁的安装方向等问题，特别要提醒的是折线形幕墙的定位放线的要求，技术要领与平面幕墙有明显的区别。1.施工前对图纸进行全面了解，弄清整个位置的主导尺寸以及整个建筑设计的风格，并对整体施工组织设计有明确的认识，对施工进度的控制做到心中有数，同时根据实际情况编制切实可行的施工方法和方案。2.在正式施工前，要进行施工准备，主要包括人员准备，工器具准备和材料准备。3.在施工现场找准开线部位，并对其周围的环境进行了解，对照图纸将转角位，定位轴线，标高、变截面的位置一一对照，以保证放线时准确无误。4.选择关键层清理干净，防止杂物对开线的影响，在关键层找出关键点并固定好，对关键点用水准仪抄平，以便按需要找水平线。 5.根据幕墙施工需要，单纯在关键层打水平还不足以定位，为了保证立柱安装误差在允许范围以内，放线时还需要寻找一个辅助层打水平，以保证两点形成一根定位线，辅助层可以是一个或几个，视实际情况而定，一般情况下随楼层的层高而定，层数越多辅助层就越多，反之亦然。6.确定了关键层，辅助层，在关键层上寻找砼梁，放线的定位点。定位点一般在变面接口处，转角处，在平面幕墙较长时可以是在平面中间，但此时必须调准位置，保证线、面空间的统一。关键点不低于两个，随着各立面变化的复杂程度和整个施工方案和设计形式而决定关键点的多少。7.找出所有定位点，对定位点调整固定，要求：（1）定位点误差必须足够小。（2）固定点所用材料应无明显塑性变形。（3）固定必须牢固，稳定。8.复核水平度从定位点拉水平线，水平线用20#细钢丝拉直，并用花兰螺丝拉紧，在拉水平线之前要求对水平度进行复核，误差一定要小于1mm。9.在水平线拉好后，要求对拉好的水平线进行水平度复核，复核时一定要将钢丝调至水平状态，必要时可在中间辅助支点，以免钢丝下挠。10.进行水平分割：水平线打好调整后，进行水平分割，进行水平分割前必须做好以下准备工作：（1）查看图纸分格（2）明了定位轴线与分格线的关系（3）找出定位轴线的准确位置（4）准备工具，同时对量具、仪器进行调整（5）确定分割起点的定位轴线。准备工作做好后着手水平分割，一般三人同时进行，一人主尺，一个复尺，一人定位。每次分割后都要进行复检。11.对水平分割准备性的检查，要求在每次水平分割完毕后进行，方法有两种：（1）按原来的分割方法进行复尺，并按总长，分长复核闭合差。（2）按相反方向复尺，并按总长，分长复核闭合差。以上复查如出现分割误差大于2mm，则需要重新进行分割。12.水平分割确定后，根据水平分割吊垂直线，吊垂直线时应注意：（1）固定吊线支座。（2）每根线都在分割点上。（3）分割点必须准确无误。（4）吊线前必须清除障碍物。 （5）所吊垂线必须与水平分割完全吻合。（6）风力大于4级时不宜吊垂线。（7）吊线时，可用加重砝码的办法来减少风力的影响。（8）高层，超高层采用经纬仪配合吊线。13.检查垂直度，方法有：（1）经纬仪检查法（2）水平辅助层定位点重合复检法（3）自由复检法①经纬低度检查是用经纬仪作为垂直验证，从所吊垂线中选择几根垂线用经纬仪进行复检，查出误差，作好记录，并寻找原因进行调整，这是一种最准确的办法。②水平辅助层法，通过查看辅助层分割点与定位层分割点是否垂合来检查垂直吊线的准确性。③自由复检法是任意选择一层作为检查层或选择一边区域进行复检，具体方法参照①②得出误差后进行分析，记录、处理。这是由于有时赶工时间紧的情况下的紧急办法一般情况下不采取。14.固定垂直线为了防止受外界力的影响，在调整好的垂直线要进行固定，固定要稳、准，同时避免外界冲力对其影响，要注意对所放线的保护，有条件的对固定完毕的垂直线用经纬仪重新校正。15.至上道工序操作为止，放线部份的工作基本完成，随后将进入安装阶段，为保证安装阶段准确无误，对所放的线要进行全面阶段复查，对不同区域进行复查，以保证不出差错，保证其准确性是检查的重点，特别是转角位置的放线情况，由于转角位置玻璃分格位与立柱分格位不在同一位置，故放线时要注意换算，同时要反复查对，以防搞错。横梁定位与放线1.水准仪抄平。用水准仪在每层抄平，抄平时要先选择每根立柱的水平线。抄平时在立柱的外侧上标上水平线位置。2.测量楼层误差。水平线抄平后要测定楼层误差，误差测定后可协助确定土建楼面位置，以便按楼层确定垂直分割线。具体测量法是测量每根立柱的水平线位置到楼面的距离，记录下每一个数据，然后记录每层的平均值，最大最小值备用。3.测量层高误差。取楼层误差的平均值，在一根立柱上取楼面点，然后测量每一个楼面点间的距离即是实际施工层高，层高有少量的误差不需要调整。要防止有很大的误差，故对误差较大的层次要反复测量，一一记录。 4.分析误差。寻找解决方法，将记录下层的数据进行整理，然后按设计图纸一层一层对照并进行分析，如误差较少，相邻正负误差可相抵又不影响观感效果，可自行调整，误差不大的可不调整。如误差较大时，必须要调整玻璃分格尺寸。5.调整误差方案。调整误差是在分析误差的基础上进行，误差调整方案的制定要遵循：（1）不能破坏原有建筑风格（2）调整是局部的小范围，小幅度的调整（3）考虑材料的利用及经济性。方案定下后，要对照现场实际情况进行复核，同时要保持方案的完整性。将制定的方案上报主管部门及设计室，对方案中调幅不大主管部门制定即可调整的要报设计室备案。如调幅较明显，则必须通过设计室修改设计图。6.调整。根据方案对图纸中有改动的地方进行调整，并附有详细的文字调整说明和表面具体的尺寸位置要求，最后绘制一份调整后的施工图。7.绘制横梁安装垂直剖面图。为了进一步明确横梁安装分格的要求，在横梁施工技术交底时要求现场管理人员绘制横梁安装垂直剖面图，在立柱上绘制横梁具体的安装位置尺寸，离楼面分格尺寸等，同时要注明调整后的楼层标高以便复查。总之，横梁垂直剖面图的尺寸尽可能详细，以利指导施工。8.放线。横梁放线是在立柱上标出横梁位置，在每根立柱上都要准确无误。放线应遵循从中间向上下分线的步骤进行。以每层水平线为标准，随时复查分格是否水平。9.检查。横梁放线完成后，为保证万无一失，对其准确性水平度进行抽样检查。对每一个组的工作都要检查，防止出现误差，发现误差马上调整。4.2.3龙骨安装连接件安装连接件是为了将幕墙与主体结构连接起来，故连接件的安装质量将直接影响幕墙的结构安装质量。1.熟悉图纸，了解前段工序的变化更改及设计变更。2.熟悉施工现场，施工现场的熟悉包括两方面的内容：一是对已施工工序质量的验收；二是对照图纸要求对下步工作的安排。3.预埋铁件：预埋铁件的作用就是将连接件固定，使幕墙结构与主体结构连接起来。故安装连接件时首先要寻找原预埋件，只有找准了预埋件才能很准确地安装连接件。4.梁垂线：立柱的中心线是连接件的中心线，故在安装时要注意控制连接件的位置，其偏差小于2mm。 5.拉水平线控制水平高低及深度尺寸。虽然预埋铁件时已控制水平高度，但由于施工误差影响，安装连接件时仍要拉水平线控制其水平及进深的位置，以保证连接件安装准确无误，方法参照前几道工序操作要求。6.验收检查。对初步固定的连接件按层次逐个检查施工质量，主要检查三维空间误差，一定要将误差控制在允许的范围内。三维空间误差，工地施工控制范围为误差小于2mm。7.加焊正式固定：对验收合格的连接件进行固定，即正式焊接。烧焊操作时要按照焊接的规格及操作规定进行，一般情况下连接件的两边都必须满焊。8.验收；对烧焊好的连接件，现场管理人员要对其逐个检查验收，对不合格处进行返工改进，直至达到要求。9.防腐：预埋铁件在模板拆除后，即凿除砼面层后进行防腐处理，但由于焊接时对防腐层的破坏故仍需进行防腐处理，先清理焊渣，再刷防锈漆，最后刷保护面漆，有防水要求时要刷防水漆。10.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。其记录要详细明白，同时要所有当事人签字，再装订成册保存。钢龙骨安装1、连接件安装1）、检查预埋件的位置是否符合设计要求，如偏差过大，可进行适当修补，2）、根据图纸要求及放线位置，将连接件进行电焊定位，要保证不会脱落。3）、对初步固定的连接件按层逐步检查施工质量。三维空间误差按制定范围：垂直误差＜2mm；水平误差＜2mm；进深误差＜3mm。4）、连接件经过检查符合图纸设计要求后，进行焊接固定。5）、对连接件进行焊渣清理，刷防锈漆。6）、对预埋件、连接件进行隐蔽工程验收。2、幕墙立柱的安装1）、检查立柱的型号、规格、制作合格证，不合格的构件、部件不得安装。钢材立柱必须进行热浸镀锌。 2）、立柱钻孔、装配接头芯管、安装连接附件，保证尺寸、位置准确。3）、校正立柱定位防线，保证其准确无误。4）、将立柱安装到合适的位置，先用定位螺栓固定，如是钢架结构，可将立柱与预埋件电焊固定。5）、立柱的安装一般由下二上进行，两根立柱件留伸缩缝15～20mm。6）、幕墙立柱安装完毕后，要进行校核调整。对照定位轴线，对三维方向进行初调，三维方向误差控制范围为：（1）立柱安装标高偏差不应大于3mm，轴线前后偏差不应大于2mm，左右偏差不应大于3mm。（2）相邻两根立柱安装标高偏差不应大于3mm，同层立柱的最大标高偏差不应大于5mm，相邻两根立柱的距离偏差不应大于2mm。、所有立柱安装久违、调整完成，并用经纬仪测试都符合要求后，对立柱及时紧固、加焊。横梁角码定位钻孔1.准备模具。钻孔前首先准备模具，至少要准备两种：一是方通模具；二是线通模具。有的带型窗的还要带型窗用模具，每次施工前要准备齐。2.检验模具的准确性（试模）。在全面钻孔前要先检验模具的准确性。方法是先选一个施工段，根据横梁定位线，用模具先钻孔安装横梁，然后测量横梁是否有误差，如存在误差，对模具进行调整。3.检查横梁定位线。在每一个施工段钻孔之前要检查确认横梁定位线，是否有遗漏或是否有疑问，确定无误后才能开始钻孔。4.钻孔。准备好工具，统一施工方法，避免孔径不一和位置偏差。5.检查。每个施工段钻完后要进行验收。验收的主要内容有孔径、标高、数量，定位对铝材有无损坏，是否有不通的孔等。横梁安装横梁安装包括三个部分：一是横梁角码安装；二是横梁防震垫圈安装；三是横梁安装。这三部份是通过不锈钢螺栓穿透立柱（钻孔）一次固定而成，因此这就造成了横梁安装的复杂性。同时安装是一种连续安装，有连续性作业，有的要一气呵成。还要考虑美观。1.施工准备。在横梁安装前要做好的施工准备有：（1）资料准备。要熟读图纸，注意分清开启扇位置，不能将横梁装错；（2）材料准备。按图准备好各种所需材料，清查各材料的规格数量是否符合要求，施工人员要有各横梁应在那儿就位的映象。（3）人员准备。（4）施工段现场清理。 （5）对横梁进行包装，以防脏物污染横梁。2.检查各种材质。安装前要对所用材料进行质量检查。检查横梁是否被损伤，冲口是否按要求加工，冲口边是否有变形，是否有毛边等，如发现类似情况要将其清理后再安装。3.就位安装。横梁安装要先找好位置，将横梁角码预置于横梁两端，再将横梁垫圈预置于横梁两端，用不锈钢螺栓穿过横梁角码，垫圈及立柱逐渐收紧不锈钢螺栓，同时要注意横梁角码的就位情况，调整好各配件的位置以保证横梁的安装质量。4.检查。横梁安装完成后要进行检查，主要查以下几个内容：各种横梁的就位是否有错，横梁与立柱接口是否吻合，横梁垫圈是否规范整齐，横梁是否水平，横梁外侧面是否与立柱外侧面在同一水平上。4.2.4索网点驳幕墙安装技术4.2.4.1索网结构幕墙的施工工艺4.2.4.2钢构件焊接与安装 1.由于钢结构安装精度与点式幕墙安装精度存在较大差距，在构件焊接与安装时，应逐步减小误差。在构件焊接前，应在每缝玻璃缝位置，即母座中心线处拉好水平向钢丝,在钢丝上作好空间定位点，点焊时应采用定位头来控制母座的水平间隔、水平标高和与幕墙之间的距离，做到三维定位保证。2.构件焊接安装精度，水平分格尺寸误差不大于2mm，水平标高误差不大于±2mm，进出位误差应不大于5mm。3.点式幕墙构件焊接焊材选择应与焊接母材相配套。碳钢与碳钢之间焊接，焊条应选用E43或E50系列；碳钢与不锈钢间焊接，焊条宜选用A102，不锈钢与不锈钢母材焊接应采用A132焊条。4.2.4.3钢结构吊装及质量检验1.钢结构的吊装威克多制衣中心研发楼幕墙工程陶板实体墙部分的龙钢结构檩条采用采用3T卷扬机配合滑轮组进行吊装作业，起吊和平移应缓慢，吊装时采用四点对称绑扎起吊就位安装，吊装就位后，立即用揽风绳予以临时固定，揽风绳应固定在可靠位置上，并采用手拉葫芦拉紧，先进行初步的调整，螺栓初拧固定，校正后固定连接。有支撑的斜钢柱吊装后必须立即进行垂直支撑的安装并在刚度较小的方向上部位置设置缆风绳。1）钢结构吊装前的检查钢结构构件进场后，应进行严格的检查，具体检查的项目有：（1）钢材、焊接材料、涂装材料等在钢结构制作过程中用到的原材料质量证明文件及复试报告；（2）构件的外形几何尺寸，连接板的位置角度，螺栓孔的直径及孔距，焊缝的坡口，附件的数量及规格等；（3）构件的焊缝外观质量及一、二级焊缝的超声波探伤记录；（4）高强螺栓连接摩擦面的质量及复验报告；（5）构件的涂装质量及有关测试记录；（6）对照构件发运清单检查构件的规格、型号、编号、数量；（7）专门检查在运输过程中产生的变形及损坏情况，对发生变形的构件及时进行校正和修复。2）钢结构构件标志标注 吊装前对钢构件做好中心线、标高线的标注，对不对称的构件还应标注安装方向，对大型构件应标注出重心或吊点，标注须采用醒目的涂料作记号，做到清楚、准确、醒目。3）缆风绳、锚定的设置开始吊装前，应先设置好构件吊点及吊装牵引绳，防止吊装出现不稳、摆动。吊装倾斜钢柱时，当调整好角度后，及时安装支撑和相应的连接构件进行固定，还应设置一定数量的缆风绳，通过一定的锚定设施进行固定。倾斜钢柱吊装后，应在吊钩撤走之前将缆风绳固定好，钢柱上至少应设置1对缆风绳。4）缆风绳应采用钢丝绳，锚定在固定的建筑物上面，在没有固定的地方固定时，应在地面上打地锚桩，地锚桩可采用钢管，必须倾斜，深度不少于2.5m。5）吊装前彻底清除柱基础及埋件周围的混凝土等杂物，对影响安装的混凝土面进行剃凿，并清除尘屑等杂物，并在劲性砼柱上划出钢柱安装的纵横轴线位置标高线。6）对基础尺寸、埋件进行复核，主要项目为：轴线位置、标高及螺栓孔距离。7）准备好钢柱吊装用的临时爬梯、操作平台和脚手架等。8）卷扬机及滑轮组吊点的选择：根据构件的最大重量，计算出吊点滑轮组的受力及准备布设滑轮组的位置，报屋顶钢结构设计单位确认后，才能在屋顶钢结构上布设滑轮组吊点。3.钢结构构件安装质量检验1）运输钢构件时，应根据钢构件的长度、重量选择车辆；钢构件在运输车辆上的支点、两端伸出的长度及绑扎方法均应保证钢构件不产生变形、不损伤涂层。2）钢结构安装前应对钢构件的质量进行检查，钢构件的变形、缺陷超出允许偏差时应进行处理，检查标准见《钢结构工程施工质量验收规范》GB50205－2001中的附表。3）钢柱、梁及受压杆件的垂直度和侧向弯曲矢高的允许偏差应符合规定，检测其垂直度时，使用两台J2经纬仪在互为垂直的两个方向检查其偏差，使其误差控制在L/1000，轴线位移小于3mm。4）钢柱安装的允许偏差应符合GB50205-2001附表的规定。5）钢结构表面应干净，结构主要表面不应有疤痕、泥沙等污垢。6）桁架结构杆件轴线交点错位的允许偏差不得大于3.0mm，允许偏差不得大于4.0mm。 4.2.4.4钢结构吊装工艺流程施工机具、设备材料进场钢构件进场基础轴线复核偏差较大的基础进行处理钢构件吊装安装钢构件校正高强螺栓紧固钢结构焊接钢构件的安装固定防腐涂装焊接外观检查、焊缝探伤检测合格焊接场地清理工程交工不合格局部返工处理返工不合格合格清理场地及检验4.2.4.5钢结构焊接及质量检验 1.焊接工艺要求焊接工艺参数的选择，应在保证焊接质量条件下，采用大直径焊条和大电流焊接，以提高劳动生产率。1）在幕墙施工中，一般使用钢材的型号为A3钢（普通钢材），中碳钢、高碳钢及合金钢使用极少。2）焊条直径主要根据焊件厚度选择，多层焊的第一层以及非水平位置焊接时，焊条直径应选小一点。3）打底焊时，特别是焊接单面焊双面成形焊道时，使用的焊接电流要小；填充焊时，通常用较大的焊接电流；盖面焊时，为防止咬边和获得较美观的焊缝，使用的电流稍小些。焊接电流初步选定后，要通过试焊调整。4）电弧电压主要取决于弧长，电弧长则电压高，反之则低。在焊接过程中，弧长始终保持一致，并且尽量使用短弧焊接。5）焊件坡口形式的选择，考虑在施焊和坡口加工可能的条件下，尽量减小焊接变形，节省焊材，提高劳动生产率，降低成本。一般主要根据板厚选择(见《气焊、手工电弧焊及气体保护焊焊缝坡口的基本形式与尺寸》GB985-88)，在不同厚度的钢板进行施焊时，方法也不同：（1）在6mm以下的钢板对焊时，不用开坡口，但两工件之间的间隙为3mm；（2）8mm以上的钢板对接时一般采用单面45°坡口，或双面45°坡口，坡口纯边为3mm，间隙为2mm；（3）焊缝的宽度不小时或等于板厚尺寸，如钢板在搭接、焊接时12mm以下的钢板也不必开坡口，为使焊缝增加强度，焊缝的表面形状呈弧状。6）受现场的工作条件制约，焊件的背面就是建筑结构。在需要补板对接时，可采用单面焊接双面成形的焊接工艺来完成工件的施焊，焊接采用ф3.2、J422低碳钢焊条，电流可在90～130之间选择。7）热镀锌钢材在幕墙施工中广泛使用，由于热镀锌与冷镀锌不同，热镀锌能侵入钢材表面。焊接时锌层给焊接带来不利因素，所以在施焊时电流比一般钢材的焊接电流要略大些，让锌在6000～8000℃溶池中尽快溶解、浑发。如果镀锌层得不到燃烧、浑发，焊缝的质量就达不到技术要求强度。锌在浑发的同时会带来有害气体和粉尘，施焊人员要对焊接时的位置进行选择，注意个人防护，避免锌中毒事件发生。8）预埋在预埋时，有时埋板会错位或不平现象，要注意的是一定要垫平、垫实，角码与埋板之间不许有空洞现象，即使焊缝很规范，如果有了空洞现象，就会造成根基不稳，杆件上晃严重，尤其是对栏杆类的结构影响最大。9）不应在焊缝以外的母材上打火引弧。2.焊接工艺流程 3.焊条质量检查1）焊条参数说明：以低碳钢为例J422（国际E4303）J为结构钢电焊条42为在焊接缝中每平方毫米不低于42kg静拉力2为第二种焊条药皮的种类（钛钙型）适用于全方位手工电弧焊，是低碳结构材料和不重要的中碳钢材料的焊接焊条，在使用前需要对焊条进行检查。 2）焊条质量检查（1）是否有药皮脱落现象，如有药皮脱落现象在焊接中会使溶池得不到充分的保护，焊缝的质量得不到保障。（2）焊条的表面是否出现裂纹，裂纹是焊条在保管过程中没能妥善保管，通风不好，受潮所致。焊条受潮后，焊条的芯很容易生锈，焊条芯生锈导致药皮裂纹，焊条应在通风良好的室内、离地面200mm以上保管。（3）焊条药皮的偏芯：出现焊条药皮偏芯，会导致焊缝偏位，溶池偏离焊缝，达不到技术要求，为了确保焊缝的质量，最好不用。（4）焊条头生锈：焊条头生锈就会导致焊条内部生锈，不能用于焊接。（5）在施焊前把所需要使用的焊条放入烘干箱内，在200℃的恒温下烘干2小时，中碳钢焊条的烘干时间为2～3小时，取出后自然冷却，这样就能保证焊条在施焊过程中的质量要求。4.焊接质量检查及缺陷预防1）质量检查表面质量的验收要无沙眼、气孔、裂纹、夹渣、咬边和弧坑过大为宜，焊缝要直，形如鱼背纹路均匀即可。内在质量采用：正负压力试验，是否有泄漏压力来决定质量的好坏，根据设计要求进行拉力试验，机械冲击试验，煤油渗透试验、探伤都是焊接内在质量检验的手段，用煤油试验时可采用涂在焊缝上，由于煤油的渗透力特强，检查焊缝的背面是否有煤油渗过，没有煤油渗过则表明焊缝是合格的，反之是不合格的焊缝。2）焊接缺陷与预防（1）气孔：气孔在焊接缺陷中常见危害很大，尤其对压力容器危害最为明显，如果表面出现了气孔，焊口的内部很可能也存在。它的行成是由于焊条在施焊前没有充分烘干，药皮内部水份过大，施焊时大风也可造成焊口气孔现象。预防：在施焊前对焊缝进行清理，焊条要在200℃的烘干箱内进行2h烘干，大风天气不宜在室外焊接，因为大风可把电弧吹偏，使空气进入溶池，造成多粒气孔。（2）夹渣：在施焊前焊口清理不到位，电流与焊条直径不匹配，焊条角度不正确，液体药皮无规律流淌，都是产生夹渣的原因，尤其是对多层焊接时最容易出现。 预防：焊缝在施焊前清理干净，焊接时可适当加大电流，在运条时要均匀运条，正确把握焊条与焊缝的角度，平焊时焊条与焊缝的角度为60～80°为宜，在运条时在四折处放慢运条速度。（3）沙眼：沙眼是在焊接过程中，焊口的某一点出现严重的锈斑，或是在用氧气开坡口时，有氧化铁没清理干净。预防：焊口的清理工作要做到位，有严重的锈斑时，用钢丝刷或沙轮机清，如果焊口深处的污物不好清理，可用氧气进行燃烧清理，使焊口彻底干净。（4）裂纹：裂纹的出现，一般在中碳钢和高碳钢的焊接时常见。原因有：焊条的型号与母材的材质不符，电弧在6000℃～8000℃溶池中燃烧，强迫焊材与母材溶合，一旦湿度下降的速度加快，内部应力聚集，就容易产生裂纹。在室外施焊时，尤其是冬天、大风和冷空气，使焊缝的冷却速度加快，冷热区域分界过于明显，也会产生裂纹。预防：在施焊前要了解钢材的材质，选用和材质符的焊条，在必要时可采用焊前加温，焊后保温的措施。防止裂纹也可采用敲击法进行应力消除，确保焊接质量。（5）咬边：咬边现象的主要原因是焊工本身的技术问题，焊工在操作全方位焊接时，立、平、横、仰的电流选择上，同样的焊条直径对焊接电流是不同的，平焊时为120左右，仰焊时为90左右。焊条对焊缝角度的不正确，也是咬边的一个重要原因。在焊接过程中，焊条的角度不是不变的，随着焊位的变化而变化。（6）弧坑与龟裂：在焊接中弧坑是在焊接告一段落时，咬尾所产生的缺陷，有时也伴随着龟裂，原因是收弧速度过快或是电流过大造成的。预防：在收弧时焊条可在溶池中少加停留，给弧坑一个填充时间，然后再起弧，或收弧后在弧坑处再加点焊，这样可避免弧坑和弧坑龟裂现象。4.2.4.6拉索的安装及张拉拉索安装按立面分区格安装，同一个区格先挂内层钢索，内层钢索挂好固定好后，挂外层拉索，固定好后，内层、外层拉索同时张拉。拉索布置图 4.2.4.7驳接系统的定位、调整1.驳接座的安装在结构调整结束后按照控制单元所控制的驳接座安装点进行驳接座的安装，对结构偏移所造成的安装点误差可用偏心座和偏心头来校正，确保驳接座的偏心安装尺寸小于3mm，对角线偏差小于5mm，用激光指向仪校准。2.驳接爪的安装在驳接座焊接安装结束后开始定位驳接爪，将驳接爪的受力孔向下，并用水平尺校准两横向孔的水平度（两水平孔偏差小于0.5mm,）配钻定位销孔，安装定位销。3.驳接头的安装驳接头在安装之前要对其螺纹的松紧度、头与胶垫的配合情况进行100%的检查。先将驳接头的前部安装在玻璃的固定孔上并销紧，确保每件驳接头内的衬垫齐全，使金属与玻璃隔离，保证玻璃的受力部分为面接触，并保证锁紧环锁紧密封，锁紧扭矩10N·m，在玻璃吊装到位后将驳接头的尾部与驳接爪相互联接并锁紧，同时要注意玻璃的内侧与驳接爪的定位距离在规定范围以内.4.驳接爪安装允许偏差：相邻两爪中心间距：±1.0mm相邻两爪中心高差：±1.0mm相邻三爪水平度；1.0mm同一爪两孔水平偏差：1.0mm5.玻璃安装及控制 玻璃到达施工现场后，由现场质检员与安装组长对玻璃的表面质量，公称尺寸进行100%的检测。同时使用玻璃边缘应力仪对玻璃的钢化情况进行全检。玻璃安装顺序采用先上后下，逐层安装调整。玻璃垂直运输：采用电动葫芦进行垂直提升，使用12P重型真空吸盘垂直提升到安装平台上进行定位，安装。在整个过程中减少尺寸积累误差在每个控制单元内尺寸公差带为±3mm。玻璃安装质量应符合下述要求：两邻两玻璃面接缝高低差：1.0mm上、下两块玻璃接缝水平偏差：1.0mm左、右两块玻璃接缝水平偏差：1.0mm玻璃外表面垂直接缝偏差：1.0mm玻璃外表面水平接缝偏差：1.0mm玻璃外表面平整度：H≤20m，3.0mm胶缝宽度（与设计比）：±1.5mm6.打胶工艺控制与检测在玻璃安装调整结束后进行打胶使玻璃的缝隙密封。打胶顺序是先上后下，先竖向后横向。打胶过程应注意事项：先清洗玻璃，特别是玻璃边部与胶连接处的污迹要清洗擦干，在贴美纹纸后要24小时之内打胶并及时处理，打好的胶不得有外溢,毛刺等现象。打胶时采用双人里外同步对打的方法，保证胶缝填实。在刮胶过程中必须保正横向和纵向交缝的接口处平滑，如有凸起必须在胶表面固化前修整好，保证在胶缝处排水通畅。在隔日打胶时，胶缝连接处先清洗已打好的胶头，切除圆弧头部以保正两次打胶的连接紧密。如在自检中发现有局部打胶缺陷（如气泡、空心、断缝、表面严重裂纹），必须将该部分切除清理后再进行补胶。4.2.4.8玻璃安装及控制A、玻璃到达施工现场后，由现场质检员与安装组长对玻璃的表面质量，公称尺寸进行100%的检测。同时使用玻璃边缘应力仪对玻璃的钢化情况进行全检。玻璃安装顺序采用先上后下，逐层安装调整。B、玻璃垂直运输：采用电动葫芦进行垂直提升，使用12P重型真空吸盘垂直提升到安装平台上进行定位，安装。在整个过程中减少尺寸积累误差在每个控制单元内尺寸公差带为±3mm。C、玻璃安装质量应符合下述要求：a.两邻两玻璃面接缝高低差：1.0mm b.上、下两块玻璃接缝水平偏差：1.0mm，左、右两块玻璃接缝水平偏差：1.0mmd.玻璃外表面垂直接缝偏差：1.0mme.玻璃外表面水平接缝偏差：1.0mmf.玻璃外表面平整度：H≤20m，3.0mmg.胶缝宽度（与设计比）：±1.5mm4.2.4.9打胶工艺控制与检测（1）在玻璃安装调整结束后进行打胶使玻璃的缝隙密封。（2）打胶顺序是先上后下，先竖向后横向。（3）打胶过程应注意事项：先清洗玻璃，特别是玻璃边部与胶连接处的污迹要清洗擦干，在贴美纹纸后要24小时之内打胶并及时处理，打好的胶不得有外溢,毛刺等现象；打胶时采用双人里外同步对打的方法，保证胶缝填实；在刮胶过程中必须保正横向和纵向交缝的接口处平滑，如有凸起必须在胶表面硫化前修整好，保证在胶缝处排水通畅；在隔日打胶时，胶缝连接处先清洗已打好的胶头，切除园弧头部以保正两次打胶的连接紧密；如在自检中发发现有局部打胶缺陷（如气泡、空心、断缝、表面严重裂纹），必须将该部分切除清理后再进行补胶。4.2.5铝合金板安装技术要求（1）玻璃件须放置与干燥通风处，并避免玻璃与电火花、油污及混凝土等腐蚀物质接触，以防板表面受损。（2）铝合金板件搬运时应有保护措施，以免损坏铝合金板。（3）注胶前，一定要用清洁剂将铝合金板及铝合金（型钢）框表面清洁干净，清洁后的材料须在一小时内密封，否则重新清洗。（4）密封胶须注满，不能有空隙或气泡。（5）清洁用擦布须及时更换以保持干净。（6）应遵守标签上的说明使用溶剂，且在使用溶剂场所严禁烟火。（7）注胶之前，应将密封条或防风雨胶条安放于铝合金板与铝合金（钢）型材之间。（8）根据密封胶的使用说明，注胶宽度与注胶深度之最合适尺寸比率为2（宽度）：1（深度）。（9）注密封胶时，应用胶纸保护胶缝两侧的材料，使之不受污染。（10）铝合金板安装完毕，在易受污染部位用胶纸贴盖或用塑料薄膜覆盖保护，易被划碰的部位，应设安装护栏保护。 （11）清洁中所使用的清洁剂应对铝合金板、胶及铝合金（钢）型材等材料无任何腐蚀作用。4.2.6耐候密封胶嵌缝幕墙大面安装后，各窗格之间的间隙必须用耐候封胶嵌缝，予以密封，防止气体渗透和雨水渗透。嵌缝耐候密封胶注胶时应注意：1.充分清洁板材间缝隙，不应有水、油漆、铁锈、水泥、砂浆和灰尘等，应充分清洁粘结面，加以干燥，可用二甲苯或甲基二乙酮作清洁剂。为调整缝的深度，避免三面粘胶，缝内应充填聚氯乙烯发泡材料（小园棒）。为避免密封胶污染玻璃和铝材，应在缝两侧贴保护胶纸注胶后应将胶缝表面刮平，取掉多余的胶。2.注胶完毕后，将保护胶纸撕掉，必要时可用溶剂拭取。3.注意注胶后养护，胶在未完全硬化前，不要沾染灰尘和划伤。嵌缝胶的深度（厚度）应为3.5~4.5mm缝宽度，因为当板材发生相对位移时，胶被拉伸，胶缝越厚，边沿的拉伸变形越大，越容易开裂。如图下图所示。4.耐候硅酮密封胶在接缝内要形成两面粘结，不要三面粘结。如图下图所示，这样胶在受拉时，容易被撕裂，将失去密封和防渗漏作用。为防止形成三面粘结，在耐候硅酮密封胶施工前，用无粘结胶带施于缝隙底部，将缝隙底部与胶分开，见下图： 4.2.7清洁收尾1.清洁收尾是工程竣工验收前的最后一道工序，虽然安装已完工，但为求完美的饰面质量，此工序亦不能马虎。横梁立柱和玻璃面板在最后工序时揭开保护膜胶纸，若已产生污染，应用中性溶剂清洁后，用清水冲洗干净，若洗不净则应通知供应商寻求其它办法解决。2.玻璃表面（非镀膜面）的胶缝亦或其它污物可用刀片刮净并用中性溶剂洗涤后用清水冲洗干净。室内镀膜面处的污物要特别小心，不得大力擦洗或用刀片等利器刮擦，只可用溶剂，清水等清洗。3.在清洁全过程中注意成品保护。4.3铝合金门窗的施工方案4.3.1铝合金门窗施工工艺流程 表面清洁总验收测量放线窗框、窗扇加工玻璃组装件加工窗框安装固定玻璃安装塞缝处理预埋件埋设隐蔽工程验收门窗扇安装密封胶嵌缝4.3.2准备工作铝合金门窗的品种、开启方式、色调等应符合设计要求。根据门窗图纸，检查门窗的品种、规格、开启方向及组合杆、附件，并对其外形及平整度检查校正，安装前按规格、品种竖立排放在清洁的室内，下部用枕木垫高地面100mm以上。铝合金门窗框，除了和墙面相邻的一侧外，其余三面均应用保护胶带护面，以防污染。铝合金门窗所用附件，除不锈钢外，均应预先作可靠的防锈防腐处理，严禁使用可与铝合金产生电化学腐蚀的材料。安装工作一般应在内外墙抹灰等湿作业完工后进行。4.3.3安装要点及技术要求 1.门窗安装采用预留洞口的安装方法，不允许边砌口边安装或先安装后砌口。2.在洞口弹出门窗框的位置线。门窗框四周与洞口的间隙大小视饰面材料而定，对抹灰饰面，一般不小于20mm，若用大理石等贴面，应增大至40mm左右，以使饰面层与门窗框外缘齐平而不得盖住门窗框。3.固定门窗框。先将门窗框用木楔临时定位并调整竖直与水平合适后，用射钉将镀锌连接板一端固定在结构上，另一端与门窗框连接，连接点间距不大于500mm，连接应牢固。4.在安装竖向或横向的带形窗时，门窗之间的组合，其杆件应与相邻的窗搭接或插接，插、搭的长度不小于8mm，以形成曲面组合并用密封膏密封，防止门窗在外力作用下被拉开，造成气密性、水密性下降。5.门窗安装不可避免而使用的明螺丝，应用与门窗框体材料颜色相同的密封材料填埋一方面提高装饰效果，另一方面又不降低密封性能。6.门窗外框与墙体之间的缝隙一般用发泡胶或矿棉或玻璃棉毡条分层填塞，缝隙外可留5~8mm深的槽口，填嵌密封材料。或者将铝合金接触面作防腐处理后填塞1：2水泥砂浆。但不能直接直接填塞水泥砂浆，以免碱性砂浆腐蚀铝合金。7.铝合金门窗玻璃的安装应保证玻璃不直接与铝合金型材接触，与门窗之间保持弹性状态，因而常在玻璃下部垫氯丁橡胶或尼龙块，两侧多用橡胶密封条嵌塞，室外一侧这可用胶枪在密封条上部加注硅酮密封膏，并保证24小时内不受震动。8.清理门窗框扇、玻璃表面的污物和胶迹。若沾上水泥浆等则应随时清洗干净。安装好的铝合金门窗应做好成品保护工作。9.在安装过程中，应始终注意保护好门窗框扇不被损坏、碰伤、划伤。吊运时表面应用软质材料衬垫，用非金属绳索捆扎，选择平稳牢靠的着力点；不得把门窗框扇作为受力构件使用而在上面安放脚手架、悬挂重物或在框扇内穿物起吊；并要注意防止电焊火渣落到门窗上。4.3.4安装质量通病及防治措施1.门窗安装不规矩，不方正。主要原因是门窗存放过程中受压、不均匀受力变形；吊运时着力点不合适或安装时将门窗框用作受力构件使用；安装时未认真锤吊和卡方就固定。防治措施：应认真按技术要求存放和安装。2.表面受污染，有黑点、胶痕。原因是门窗框未贴保护胶带或过早撕掉；溅上水泥浆等未即时清洗，电焊火花落到门窗框扇上等。防治措施：门窗框的三个面上都应贴纸保护，并在室内装修安装竣工时撕掉，即时用醋酸乙酯或香蕉水擦拭干净。存放时远离电焊等火源，安装过程中采取防护措施。溅上的水泥浆即时清理。 3.推拉窗渗水。主要是由于推拉窗下框设有轨道，加上内外的封边板，使得下框槽内容易积雨水，如果下框有间隙，便会产生雨水渗漏现象。防治的措施有“堵”和“排”两种办法。所谓“堵”就是要堵塞下框所有可能产生渗水的间隙，采用注加防水密封胶（硅酮密封胶）的办法。注胶前，应将表面清理干净，以保证密封质量。外窗台泛水坡度不够，窗框下缘与饰面交接处勾缝不密实也可能产生雨水渗透现象，安装时应严格按设计要求，在接缝处预留5~8mm槽口，认真做好密封材料的嵌填工作。下框外露的螺丝钉头处，也是渗水的渠道，也应做好防水密封胶填嵌工作。所谓“排”就是对下框可能产生的积水即时疏导排出。目前常用的办法就是在封边及轨道的根部钻一个2mm左右的小孔，间距1m左右，这样就可以即时排出积水，缩积水在下框内存留时间，减小渗水的机会。但应注意，钻孔时严禁将下框的板壁打穿，否则便成了新的渗水渠道。窗框四周与结构的间隙均应认真做好填塞、留槽口密封嵌缝的处理，否则均可主生渗水。4.窗扇开启不灵活。推拉窗开启不灵活的原因，主要是存放和安装过程中，框扇不均匀受力、碰撞而造成的框架扇变形、轨道弯曲所致。轨道内清刊不干净、有杂物也是原因之一。平开窗开启不灵活，多是窗铰变形引起，如窗铰松动、滑槽变形、滑块脱落等。窗铰变形多能修复，严重者则需要更换。5.密封性能不佳。原因有：橡胶密封条、尼龙毛条丢失或长度不够；橡胶密封条选型不当，胶条小但缝隙宽造成松动甚至脱落，胶条大缝隙小则胶条压不进去，应选用断面适宜的密封胶条；橡胶条材质不好，过早龟裂和失去弹性而影响密封。4.4保温节能施工方案本工程以土建结构施工图纸、幕墙施工图纸及相关规范为依据，是以玻璃幕墙、陶板幕墙为主的外墙保温施工方案。防火隔离体及防烟隔离体的设计应遵照《建筑设计防火规范》GBJ16-87和《高层民用建筑设计防火规范》GB50045-95的相关规定，保温节能设计应符合《公共建筑节能设计标准》GB50189-2005及《采暖居住建筑节能检验标准》JGJ132-2001的要求。龙骨采用75系列铝型材，其中型材隔热条采用双I型隔热条，真正作到断桥的目的，从而有效提高幕墙整体K值指标，增强幕墙的保温性能。同时加强型材的抗扭与强度。铝型材室外外露表面碳酸喷涂处理，室内型材表面处理为粉末喷涂。陶板幕墙采用开缝体系。陶板幕墙开缝处理为加强保温效果，为提高幕墙K值，因此幕墙后衬挤塑聚苯板。因挤塑聚苯板耐火性能不好，我们在每层层间均增加水平防火带，竖向轴线处增加竖直防火带，消除消防隐患。为满足幕墙的防火性能和保温节能的要求，必须考虑幕墙的防火和保温措施。4.4.1保温节能材料要求 隔热断桥铝型材及中空玻璃保温节能参数在选材、加工时已确定、不做详细讨论。外墙保温、隔热材料通常使用隔热岩棉等材料，保温隔热材料的尺寸根据实际墙位（不见光位）铝合金框架的内空尺寸现场裁割。1）材料采购：（采用150mm厚密度不低于48kg/m3的国产优质保温岩棉以设计图纸要求为准），进厂、进工地的材料必须出具出厂检验报告、产品使用许可、产品合格证及测试报告，技术性能应符合设计图纸及相关技术规范的要求。进场后按要求做相应的检测、测试、复试（见证取样）。2）材料堆放：保温材料属易潮材料，室内存放，保持通风；如条件限制，需室外存放，必须用木方或其它材料垫起并加盖防雨布，避免雨水浸泡。3）材料检验：（1）包装：产品应使用防潮材料包装，包装要完整。包装箱上应表明制造厂名称、产品名称、商标、净重或重量、制造日以及“勿挤压”、“勿雨淋”等字样。（2）外观质量：岩棉板应色泽均匀，观感及手感好，不结节，干爽不潮湿，结构严密，疏密一致，韧性好，不易撕裂。尺寸应符合要求。4.4.2安装施工工艺1）工艺流程：技术交底→熟悉施工现场→保温棉铺设、固定→检查→记录。2）基本操作要求：土建结构交付完毕。3）施工工艺要求：岩棉自上而下或自下而上有序安装，相邻岩棉块接缝平齐，保温棉采用岩棉钉固定，保证固定有效且间隔不大于500mm，保温棉设置位置应结合实际传热途径，尽量避免出现漏放或多放的情况，严格按照施工图施工。4.4.3安装施工1）防火棉需根据设计图纸要求的厚度及现场实测的宽度尺寸进行截切后，安装于镀锌钢板内。安装必须在晴天进行，即时封闭，以免被雨水淋湿。2）保温棉安装在主体墙外侧，安装在幕墙框架内（距玻璃、石材、铝板间隙不小于20mm），保温棉应在板块安装的同时安装，以避免被水淋湿。3）将裁好的保温、隔热材料用金属丝固定于铝角上，铝角在铝型材加工时已安装在立挺之横档上。在重要建筑中，应用镀锌薄钢板或不锈钢板将保温材料封闭，作为一个构件安装在骨架上。4.4.4质量验收 由于保温、隔热、防火材料的安装进度及安装质量直接影响到幕墙施工的整体进度和外墙保温质量，为避免因保温节能施工的返工，影响幕墙面板安装，应严把每道质量关，即不合格产品严禁上墙；岩棉安装应平整、牢固、密实；安装完毕自检合格，做隐蔽验收检查记录，报监理验收合格后，方可进行下道工序的施工。施工期间做好质量检查记录。4.4.5安全措施1）保温节能材料的存放、保管，要符合防火安全要求，配备消防器材，严格措施。2）交叉作业影响因素：保温节能材料安装与明火施工交叉作业时，一定要与作业点火源保持安全距离；或用防火布或其他防火材料对保温节能材料进行覆盖后，再进行焊接作业4.4.6质量控制文件1、外保温系统的设计文件，图纸会审，设计变更和洽商记录。2、外保温系统的型式检验报告及其主要组成材料的产品合格证，出厂检验报告，进场复检报告和现场验收记录。3、施工方案和施工工艺。4、施工技术交底。5、施工工艺记录和施工质量检验记录。6、隐蔽工程验收记录。4.5幕墙防火施工4.5.1概述：本工程幕墙防火等级为一级，2小时防火时效，以各层楼板为分界形成独立的防火单元。幕墙与各层楼板、隔墙外沿间的缝隙采用防火岩棉填充密实，周边采用1.5mm镀锌钢板承托，承托板与主体结构、幕墙结构及承托板之间的缝隙填充防火密封胶。从而构成防火防窜烟体系。本工程使用防火岩棉的密度不小于80kg/m3,其厚度不小于100mm。无窗槛墙的玻璃幕墙，在每层楼板外沿设置耐火极限不低于2.0h、高度不低于0.8m的不燃烧实体裙墙。不燃烧实体裙墙与幕墙间采用密度不小于80kg/m3、厚度不小于100mm的防火岩棉填充，1.5mm镀锌钢板承托。4.5.2材料： 5.5.2.1本工程使用防火岩棉板的密度不小于80kg/m3,其厚度不小于100mm。5.5.2.2防火岩棉板进场后必须提供出厂合格证、检验报告单，进场验收记录、复试报告。5.5.2.3防火密封胶场后必须提供出厂合格证、检验报告单，进场 验收记录、复试报告。4.5.3施工工艺结构检查→防火铁板安装→防火岩棉板安装→防烟铁皮安装→密封打胶4.5.4施工方法5.5.4.1结构检查层间防火由于结构偏差原因，会造成层间防火铁皮安装宽窄不一，现场剪切比较困难，因而在放线后对结构进行检查，各处结构偏差进行记录，并进行编号，编号后设计依据尺寸下料、加工，减少重复劳动。5.5.4.2防火铁皮的安装防火铁皮的安装应与结构地面贴紧，不宜留有空隙，射钉距离结构边缘应﹥50mm,射钉与射钉的间距不应大于300mm。（图示）5.5.4.3防火岩棉钣的安装1、防火岩棉板运到工地后进行报验，报验合格后方可进行施工。2、防火岩棉板应放在干燥通风处，不得露天堆放。现场防火棉切割尺寸应比实物尺寸大10～20mm,四周应塞紧不应有空隙、见光。3、铺设要饱满均匀无遗漏，且不能与玻璃有直接接触。5.5.4.4防烟板的安装防火岩棉板安装完毕，经检查合格后，方可进行防烟铁皮的安装，防烟板安装后，四周打防火胶进行密封。4.5.5质量要求及保证措施5.5.5.1质量要求1、防火隔离体应连续安装于室外挂板与楼层分界边缘处，在层间外墙与主体结构间沿着天花线安装连续无间断的完全阻隔的密封系统将楼层与楼层隔离使各个楼层形成独立的放火区间，这种隔离不允许有任何断开、不连续或缺口。2、防火岩棉板不得与幕墙玻璃直接接触，防火岩棉板朝玻璃面处用装修材料覆盖。 3、防火岩棉板铺设要饱满均匀无遗漏，拼缝不留缝隙。4、镀锌钢衬板不得与铝合金型材直接接触，衬板就位后应进行密封处理。5、幕墙四周与主体结构之间的缝隙应采用防火保温材料填塞，不得采用水泥砂浆等干硬性材料填塞，内外表面采用密封胶连续封闭，接缝要严密，做到不渗漏不漏气。6、幕墙防火构造、防火节点应作隐蔽验收。防火材料应有产品合格证或材料耐火检验报告。4.5.6质量检验及质量控制资料4.5.6.1质量检验1、 防火岩棉板、防火密封胶进场前应提交生产许可证，产品合格证，试验报告，材料复试等质量控制文件。2、 施工过程中，项目经理部设专人加强管理。施工中的每一个分项工程经检查，验收合格后方可进行下道工序。3、 防火岩棉板外形要平整，无明显膨胀和收缩变形，不得有油渍和杂质。规格尺寸及其允许误差必须符合规范要求。4、 施工完毕，必须检查所有的防火节点、防火隔断是否都密封严密，各层间防火隔段是否都按要求填塞防火岩棉板，其防火隔断能否满足防火规范要求。其检验手段一般采用观察和触摸方法，必要时可在防火节点处用火苗试试是否漏气、串烟，是否真正达到既防火又防烟的作用。5、防火、防窜烟系统检验以每500～1000平米划分为一个检验批，不足500平米也要划分为一个检验批；每个检验批每100平米应至少抽检一处，每处不得小于10平米。具体验收项目按照现行国家标准《建筑工程施工质量验收统一标准》GB50300规定执行。4.5.6.2质量控制资料1、防火、防窜烟系统的设计文件，图纸会审，设计变更和洽商记录。2、施工方案和施工工艺。3、防火岩棉、防火密封胶等进场材料的产品合格证，出厂检验报告，进场复检报告和现场验收记录。4、施工技术交底。5、施工工艺记录和施工质量检验记录。6、隐蔽工程验收记录。'

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