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預(yù)應(yīng)力混凝土簡(jiǎn)支梁橋設(shè)計(jì)畢業(yè)設(shè)計(jì)(已修改)

2025-07-07 04:45 本頁(yè)面
 

【正文】 預(yù)應(yīng)力混凝土簡(jiǎn)支梁橋設(shè)計(jì)畢業(yè)設(shè)計(jì)目 錄前言....................................................................................................................................11. 橋型方案比選............................................................................................................2.................................................................................................................2.................................................................................................................2.................................................................................................................2.........................................................................................................2.................................................................................................................2..............................................................................................32. 橋梁的設(shè)計(jì)資料及構(gòu)造布置.....................................................................................6..................................................................................................................6..................................................................................................73. 主梁截面幾何特征初步計(jì)算.....................................................................................9‘的計(jì)算...............................................................................9......................................................................................9.........................................................................................114. 主梁的內(nèi)力計(jì)算.......................................................................................................12........................................................................................................12................................................................................16................................................................................................25................................................................................................315. 預(yù)應(yīng)力鋼筋面積的估算及其布置...........................................................................34........................................................................................34....................................................................................................34....................................................................386. 主梁截面積和特征計(jì)算...........................................................................................387. 持久狀況截面承載能力極限狀態(tài)的計(jì)算...............................................................43................................................................................................43................................................................................................438. 預(yù)應(yīng)力損失估算.......................................................................................................45....................................................................................45........................................................................................459. 主梁短暫狀況的應(yīng)力驗(yàn)算.......................................................................................5210. 主梁持久狀況的應(yīng)力驗(yàn)算.....................................................................................52......................................................................53..............................................................53......................................................................5311. 主梁抗裂性驗(yàn)算.....................................................................................................58...............................................58...............................................5812. 主梁變形(撓度)計(jì)算............................................................................................61..................................................................61..................................................................................62......................................................................................................6213. 主梁錨固區(qū)的局部承壓驗(yàn)算.................................................................................63..............................................................................63..........................................................................................6414. 橋梁的行車道板內(nèi)力計(jì)算及配筋.........................................................................65..............................................................................65......................................................................................66..................................................................................66..............................................................................6715. 橫隔梁的內(nèi)力計(jì)算及配筋.....................................................................................69..........................................................................................69..........................................................................................72......................................................................................7216. 支座的設(shè)計(jì)與計(jì)算.................................................................................................74..........................................................................................74..................................................................................................75......................................................................................................76..........................................................................................77結(jié)論..............................................................................................................................78參考文獻(xiàn)................................................
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