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全隱框玻璃幕墻顯豎隱橫玻璃幕墻石材幕墻設(shè)計(jì)計(jì)算書(shū)(已修改)

2025-07-23 18:29 本頁(yè)面
 

【正文】 匯融國(guó)際 全隱框玻璃幕墻 顯豎隱橫玻璃幕墻 石材幕墻 設(shè)計(jì)計(jì)算書(shū) 設(shè)計(jì): 校對(duì): 審核: 批準(zhǔn): 四川泰興裝飾工程有限責(zé)任公司 二 〇 一 〇 年九月三十 日 目錄 1 計(jì)算引用的規(guī)范、標(biāo)準(zhǔn)及資料 ............................................................................................................1 幕墻設(shè)計(jì)規(guī)范: .......................................................................................................................1 建筑設(shè)計(jì)規(guī)范: .......................................................................................................................1 鋁材規(guī)范: ..............................................................................................................................2 金屬板及石材規(guī)范: ................................................................................................................2 玻璃規(guī)范: ..............................................................................................................................3 鋼材規(guī)范: ..............................................................................................................................3 膠類(lèi)及密封材料規(guī)范: ............................................................................................................4 門(mén)窗及五金件規(guī)范: ................................................................................................................4 相關(guān)物理性能等級(jí)測(cè)試方法: ..................................................................................................5 《建筑結(jié)構(gòu)靜力計(jì)算手冊(cè)》 (第二版 ) .......................................................................................6 土建圖紙: ............................................................................................................................6 2 基本參數(shù) ...........................................................................................................................................6 幕墻所在地區(qū): .......................................................................................................................6 地面粗糙度分類(lèi)等級(jí): ............................................................................................................6 抗震烈度: ..............................................................................................................................6 3 幕墻承受荷載計(jì)算 .............................................................................................................................6 風(fēng)荷載標(biāo)準(zhǔn)值的計(jì)算方法: .....................................................................................................6 計(jì)算支撐結(jié)構(gòu)時(shí)的風(fēng)荷載標(biāo)準(zhǔn)值: ...........................................................................................7 計(jì)算面板材料時(shí)的風(fēng)荷載標(biāo)準(zhǔn)值: ...........................................................................................8 垂直于幕墻平面的分布水平地震作用標(biāo)準(zhǔn)值: .........................................................................8 作用效應(yīng)組合: .......................................................................................................................8 4 幕墻立柱計(jì)算 ....................................................................................................................................9 立柱型材選材計(jì)算: ................................................................................................................9 確定材料的截面參數(shù): .......................................................................................................... 11 選用立柱型材的截面特性: ................................................................................................... 12 立柱的抗彎強(qiáng)度計(jì)算: .......................................................................................................... 12 立柱的撓度計(jì)算: ................................................................................................................. 13 立柱的抗剪計(jì)算: ................................................................................................................. 13 5 幕墻橫梁計(jì)算 .................................................................................................................................. 14 橫梁型材選材計(jì)算: .............................................................................................................. 14 確定材料的截面參數(shù): .......................................................................................................... 16 選用橫梁型材的截面特性: ................................................................................................... 17 幕墻橫梁的抗彎強(qiáng)度計(jì)算: ................................................................................................... 17 橫梁的撓度計(jì)算: ................................................................................................................. 18 橫梁的抗剪計(jì)算: (三角荷載作用下 )....................................................................................... 18 6 玻璃板塊的選用與校核 .................................................................................................................... 19 玻璃板塊荷載計(jì)算: .............................................................................................................. 20 玻璃的強(qiáng)度計(jì)算: ................................................................................................................. 21 玻璃最大撓度校核: .............................................................................................................. 22 7 連接件計(jì)算 ...................................................................................................................................... 23 橫梁與角碼間連結(jié): .............................................................................................................. 24 角碼與立柱連接: ................................................................................................................. 24 立柱與主結(jié)構(gòu)連接: .............................................................................................................. 26 8 幕墻埋件計(jì)算 (土建預(yù)埋 ) ............................................................................................
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