【正文】 ................9 計(jì)算支撐結(jié)構(gòu)時(shí)的風(fēng)荷載標(biāo)準(zhǔn)值： ......................................................................................... 10 計(jì)算面板材料時(shí)的風(fēng)荷載標(biāo)準(zhǔn)值： ......................................................................................... 11 垂直于幕墻平面的分布水平地震作用標(biāo)準(zhǔn)值： ........................................................................ 11 作用效應(yīng)組合： ..................................................................................................................... 11 4 幕墻立柱計(jì)算 .................................................................................................................................. 12 立柱型材選材計(jì)算： .............................................................................................................. 12 確定材料的截面參數(shù)： .......................................................................................................... 14 選用立柱型材的截面特性： ................................................................................................... 14 立柱的抗彎強(qiáng)度計(jì)算： .......................................................................................................... 15 立柱的撓度計(jì)算： ................................................................................................................. 15 立柱的抗剪計(jì)算： ................................................................................................................. 16 5 幕墻橫梁計(jì)算 .................................................................................................................................. 16 橫梁型材選材計(jì)算： .............................................................................................................. 17 確定材料的截面參數(shù)： .......................................................................................................... 19 選用橫梁型材的截面特性： ................................................................................................... 20 幕墻橫梁的抗彎強(qiáng)度計(jì)算： ................................................................................................... 20 橫梁的撓度計(jì)算： ................................................................................................................. 21 橫梁的抗剪計(jì)算： (三角荷載作用下 )....................................................................................... 21 6 玻璃板塊的選用與校核 .................................................................................................................... 22 玻璃板塊荷載計(jì)算： .............................................................................................................. 23 玻璃的強(qiáng)度計(jì)算： ................................................................................................................. 24 玻璃最大撓度校核： .............................................................................................................. 25 7 連接件計(jì)算 ...................................................................................................................................... 26 橫梁與角碼間連接： .............................................................................................................. 27 角碼與立柱連接： ................................................................................................................. 27 立柱與主結(jié)構(gòu)連接： .............................................................................................................. 29 8 幕墻埋件計(jì)算 (后錨固結(jié)構(gòu) ) .............................................................................................................. 31 荷載值計(jì)算： ........................................................................................................................ 31 錨栓群中承受拉力最大錨栓的拉力計(jì)算： ............................................................................... 31 群錨受剪內(nèi)力計(jì)算： .............................................................................................................. 32 錨栓或植筋鋼材破壞時(shí)的受拉承載力計(jì)算： ........................................................................... 33 混凝土錐體受拉破壞承載力計(jì)算： ......................................................................................... 33 錨栓或植筋鋼材受剪破壞承載力計(jì)算： .................................................................................. 35 混凝土楔形體受剪破壞承載力計(jì)算： ..................................................................................... 36 混凝土剪撬破壞承載能力計(jì)算： ............................................................................................ 37 拉剪復(fù)合受力承載力計(jì)算： ................................................................................................... 38 9 幕墻焊縫計(jì)算 .................................................................................................................................. 38 受力分析： ............................................................................................................................ 38 焊縫特性參數(shù)計(jì)算： .............................................................................................................. 38 焊縫校核計(jì)算： ..................................................................................................................... 39 10 隱框玻璃幕墻膠類(lèi)及伸縮縫計(jì)算 .................................................................................................... 39 抗震設(shè)計(jì)下結(jié)構(gòu)硅酮密封膠的寬度計(jì)算： ............................................................................. 40 結(jié)構(gòu)硅酮密封膠粘接厚度的計(jì)算： ....................................................................................... 40 結(jié)構(gòu)膠設(shè)計(jì)總結(jié)： ................................................................................................................ 41 立柱連接伸縮縫計(jì)算： ......................................................................................................... 41 耐侯膠膠縫計(jì)算： ................................................................................................................ 42 11 幕墻板塊壓板計(jì)算 ......................................................................................................................... 42 壓板的彎矩設(shè)計(jì)值計(jì)算： ...................................................................