摘要
上海轻轨明珠线漕溪路高架桥为(54+128+54)m预应力混凝土系杆拱连续梁桥。此文简要介绍了该桥的主要设计和施工方案,以及该桥临时支撑体系使用费的计算方法。
The elevated bridge on Cao Xi Lu of Shanghai Ming Zhu LRT line is of(54 + 128 + 54 )m pre - stressed concrete tied arch continuous beam bridge. This paper briefs on the main design and construction schemes as well as the calculation method for the temporary supporting system cost of the bridge.
出处
《铁路工程造价管理》
2000年第6期34-35,5,共2页
Railway Engineering Cost Management
关键词
系杆拱连续梁桥
设计
施工方案
高架桥
上海
Tied arch continuous beam bridge, design, construction, scheme, brief.
