|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
標題 |
大跨預應力混凝土曲線連續(xù)梁橋施工過程控制關鍵問題研究(51 卷) |
英文標題 |
Study on key problems in control over construction process of large-span prestressed concrete curved continuous girder bridge |
摘要 |
以長春長北立交(55+80+86+92+55) m大跨預應力混凝土曲線連續(xù)梁橋為工程背景,研究了平面曲率半徑對主梁豎(橫)向預拱度的影響、混凝土收縮徐變模式、摩阻系數(shù)對豎向預拱度的影響及0號塊處受力情況,可為以后類似橋梁的施工控制提供參考。 |
作者 |
新聞作者:佘良勇,王海良 |
關鍵字 |