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ID:7304258
大小:970.97 KB
页数:224页
时间:2018-02-11
《广场幕墙结构计算书》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、目录第一部分、计算书设计依据.............................................................9第二部分基本参数及主要材料设计指标.....................................101、基本参数..........................................................................................................102、6063-T5铝型材(壁厚≤10mm).................
2、....................................................103、6063A-T5铝型材(壁厚≤10mm).................................................................114、浮法玻璃(厚度5~12mm).......................................................................115、钢化玻璃(厚度5~12mm)....................................
3、...................................116、3003铝单板(2.5mm、3.0mm厚)................................................................117、结构硅酮密封胶..............................................................................................128、Q235B钢.............................................
4、..............................................................129、结构用不锈钢(0Gr18Ni9)............................................................................1210、奥氏体不锈钢螺栓(A2-70)......................................................................1211、焊缝(Ⅱ级焊缝,焊缝厚度或直径d≤16mm).........
5、..................................1212、C30钢筋混凝土.............................................................................................1313、Φ5mm抽芯铝铆钉.........................................................................................13第三部分、幕墙风荷载作用值计算........................
6、.......................13第一章、计算说明................................................................................................13第二章、幕墙风荷载计算....................................................................................13一、水平风荷载值计算..............................................
7、........................................13二、各幕墙分项风荷载计算值..........................................................................15第四部分、明框玻璃幕墙结构计算...............................................17第一章、荷载计算.................................................................................
8、............
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