|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
標(biāo)題 |
連續(xù)梁懸臂施工邊跨現(xiàn)澆段支架設(shè)計(51 卷) |
英文標(biāo)題 |
Design of scaffolding for side-span cast-in-place section of continuous girder in cantilever construction· |
摘要 |
支架是現(xiàn)澆梁施工過程中的支承結(jié)構(gòu),支架的強度、剛度、穩(wěn)定性直接影響到結(jié)構(gòu)質(zhì)量及安全性。當(dāng)支架高度超過15 m時,采用碗扣式滿堂支架,將很不經(jīng)濟,且支架的穩(wěn)定性將難以保證,這時較優(yōu)的方案是選用鋼管柱支架。本文結(jié)合工程實例對連續(xù)梁懸臂施工邊跨現(xiàn)澆段支架進行了設(shè)計 |
作者 |
新聞作者:朱建軍 |
關(guān)鍵字 |