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畢業(yè)設(shè)計-高速鐵路m預(yù)應(yīng)力混凝土連續(xù)梁橋設(shè)計(編輯修改稿)

2025-01-06 21:15 本頁面
 

【文章內(nèi)容簡介】 ........................................................................................................................ 7 主梁分段 ........................................................................................................................................................ 7 節(jié)段劃分 .............................................................................................................................................. 7 計算圖示 ............................................................................................................................................... 8 施工階段劃分 ............................................................................................................................................... 9 施工注意事項(xiàng) ............................................................................................................................................. 10 第 3 章 結(jié)構(gòu)內(nèi)力計算 ............................................................................................................... 11 恒載內(nèi)力計算 ............................................................................................................................................. 11 材料特性 ............................................................................................................................................. 11 單元特性 ............................................................................................................................................. 12 施工荷載 ............................................................................................................................................. 12 二期恒載 ............................................................................................................................................. 12 計算模型 ............................................................................................................................................. 12 恒載計算結(jié)果 ..................................................................................................................................... 13 活載內(nèi)力計算 ............................................................................................................................................. 16 計算方法 ............................................................................................................................................. 16 活載動力系數(shù)的計算 ......................................................................................................................... 16 第 4 章 預(yù)應(yīng)力鋼束設(shè)計 ........................................................................................................... 19 預(yù) 應(yīng)力鋼束估算 ......................................................................................................................................... 19 計算原理 ............................................................................................................................................. 19 預(yù)應(yīng)力鋼束估算 ................................................................................................................................. 23 西南交通大學(xué)本科畢業(yè)設(shè)計 (論文) 第 X 頁 縱向向預(yù)應(yīng)力鋼束布置 ............................................................................................................................. 24 縱向預(yù)應(yīng)力鋼束的受力特點(diǎn) ............................................................................................................ 24 縱向預(yù)應(yīng)力鋼束布置原則 ................................................................................................................ 25 縱向預(yù)應(yīng)力束的布置 ......................................................................................................................... 25 豎向預(yù)應(yīng)力鋼束布置 ................................................................................................................................. 26 橫向預(yù)應(yīng)力鋼束布置 ................................................................................................................................. 26 普通鋼筋的布置 ......................................................................................................................................... 27 第 5 章 截面特性計算 ............................................................................................................... 28 計算原理 ...................................................................................................................................................... 28 凈截面幾何特性 ................................................................................................................................. 28 換算截面幾何特性 ............................................................................................................................. 29 截面幾何特性計算 ..................................................................................................................................... 30 第 6 章 預(yù)應(yīng)力損失及有效應(yīng)力 ................................................................................................. 32 管道摩阻損失 ............................................................................................................................................. 32 錨具變形損失 ............................................................................................................................................. 33 混凝土彈性壓縮損失 ................................................................................................................................. 33 預(yù)應(yīng)力鋼筋應(yīng)力松弛損失 ......................................................................................................................... 34 混凝土的收縮徐變損失 ............................................................................................................................. 34 關(guān)鍵截面預(yù)應(yīng)力損失計算 ......................................................................................................................... 35 第 7 章 次內(nèi)力計算 ........................................................................
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