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楼承板的详细安装？有人了解吗？

楼承板的详细安装？有人了解吗？

浏览：39次 | 提问时间： 07-22 03:02

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笑眼微眯 07-22 03:03

闭口型和开口型楼承的区别：1．闭口楼承板严格按照设计铺板图在工厂加工，排板顺序均已编号，现场施工无需切割和补板，方便于钢构公司现场安装；2．闭口楼承板排板时只需按跨距顺排，与钢梁顺接时，由于板底平整，有足够与钢梁实接面积。因此不用处理可直接铺过去(开口板因要防止与钢梁虚搭而需切割补板)；3．开口楼承板板在端口处应封堵板，以免浇筑混凝土进从板底开口漏浆，而闭口楼承板因腹板闭合而不用端头堵板；4．闭口楼承板因板底平整，无论与钢梁横搭还是顺搭，均能与钢梁上翼板充分结合，因此钢梁上翼板顶面无需喷防火涂料。而开口型钢承板与钢梁之间具有空洞，需做肩塞补满空洞；5．闭口楼承板完全替代下层钢筋，减少现场钢筋制作量，可减轻现场劳动量，加快施工速度。同一个时间段里取消原设计下层钢筋，可为楼板中铺设电线套管提供更大空间；

心殇 07-22 03:12

山东宏鑫源楼承板安装方案
一、编制依据
1、相关图纸
2、《钢结构结构施工质量验收规范》GB50205-200
13、《建筑钢结构焊接技术规程》JGJ81-200
2二、工程概况
1、工程名称：3M合肥一期太阳能电池背板/涂覆研磨产品项目工程仓库及RED厂房；
2、施工面积“1）、工厂仓库夹层部分约204平方米；2)、RED厂房连廊约137平方米；
3、材料规格：1）楼承板为镀锌材料，0.8mm厚，型号为YX-50-1025W；2）栓钉规格为M16×100；
三、安装楼承板时需做的准备
1、堆放楼承板处的地坪应该保持平整，楼承板堆叠不宜过高，以每堆不超过50张为宜。
2、楼承板运至现场需妥善保护，不得有任何损害与污染，特别是油污。
3、吊装前先核对楼承板捆号及吊装位置是否准确、包装是否稳固。
4、起吊前应先行试吊，以检查重心是否稳定、软吊索是否会滑动，待安全无虑时方可起吊。
四、楼承板安装关注事项
1、安装前按楼承板的平面位置图，在加工厂或现场分区配套下料。分批运入现场，排成要装顺序，吊至底空，放于主梁上。分块铺设，由近至远用人工搭拢，要保证接茬顺直、搭接吻合。
2、当本层主梁安装经质检无误后，即可分区配套吊入楼承板，其顺序为：吊入压型板到指定位置→铺设楼承板→安装外围封板→对楼承板施焊。
3、铺设楼承板前，要清理次梁梁顶污物，严防潮湿或有积水，以保证下道工序栓钉焊接的质量。
4、在铺设楼承板时，要按照施工图纸的起板线开始，随板安装位置移动，确保铺设完毕后，压型板横平竖直。
5、请以母肋为起始边，按照排版图进行铺设。铺设楼承板由一端至另一端，最后一块作为调节板，因梁宽度不等，但两侧均要求平焊支搭于梁上，若有差值用板间搭接宽度进行调整。
6、在施工现场进行的楼承板开孔或裁切，采用的工具有：如使用乙炔及氧气的气体切割，需经业主（或甲方）、监理同意后方可使用；切割面力求平整。
五、安装楼承板时的质量要求
1、楼承板端部直接焊接在钢梁上翼缘，楼承板所经大小梁均需每个波谷至少焊一次。
2、组合楼板中压型钢板与主体结构的锚固支撑长度应符合设计要求，且不应小于50mm。
3、楼承板板与主体构件在支撑长度内接触紧密,压型钢板应固定可靠、无松动，连接件数量、间距符合设计要求和国家先行有关标准规定。
4、楼承板侧向搭接于钢梁之上的点焊间距不得大于500mm，楼承板端口部点焊间距不得大于350mm.
六、栓钉的安装
1、除特别注明外栓钉直径为16mm，栓钉长度为100mm。
2、焊接设备采用直流电焊机，栓钉为穿透焊。
3、首先对采用的栓钉和钢材焊接应进行焊接工艺评定,其结果应符合设计要求和国家先行有关标准的规定；
4、栓钉焊接时，为保证焊接电弧的稳定性，不得任意调节工作电压，可对焊接电流和通电时间进行调节。
七、安装栓钉时关注事项
1、严格遵守各有关安全操作规程，当用气割下料时，要依照本工程消防要求配备有关设备和看火人员。
2、浇注砼时防止板挠曲。
3、孔、洞、柱边及异形板边要单做处理。
4、当进行栓钉焊接时，要稳妥执拿焊枪，严格关注焊接情况，防止水分进入电弧区。
5、连接电缆的延伸，在焊接时，不允许电缆打圈、缠结，否则电流值将被降低。

珍不珍惜 07-22 03:20

楼承板三代产品，分别是开口楼承板，闭口楼承板和钢筋桁架楼承板，实际可到楼承板专业服务商：中构新材网站或微信号了解。除了抗火性能差异，在施工方面，开口型压型钢板施工时要加封口板和挡板，在楼板混凝土浇捣过程中容易出现漏浆现象，并且板底要捆扎钢筋，施工周期会加大，而闭口板施工时只需要加一挡板，不需要封口板，施工现场不容易产生漏浆现象，并且节省了捆扎板底钢筋的时间。闭口板在铺设过程中不易变形，而开口板在运输及安装过程中，板高度会降低，板宽会变大，在铺板施工中须调整变形，否则会由于板高度降低影响断面性质，造成施工事故。

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