|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2011年04 期
| 標(biāo)題 |
| 橋梁懸臂施工0號(hào)塊高程控制(51 卷) |
| 英文標(biāo)題 |
| Elevation control of bridge’s block No.0 during free cantilever construction |
| 摘要 |
| 橋梁懸臂掛籃施工高程控制不僅直接影響到橋梁是否能順利合龍，而且影響到最終成橋線形是否滿足設(shè)計(jì)要求。本文以一具體懸臂施工為背景，闡述了0號(hào)塊立模高程與設(shè)計(jì)高程的偏差，并深入分析了其成因，提出了具體可操作的解決措施，希望對(duì)類似工程提供借鑒。 |
| 作者 |
| 新聞作者:張戎令，王起才，馬麗娜，姜新華 |
| 關(guān)鍵字 |
