摘要
通过计算 ,确定小浪底黄河公路大桥各墩位在不同阶段的施工导流设防标准 ,分析并选择施工导流方案 ,综合其运行情况 ,说明小浪底黄河公路大桥施工导流方案是科学的、经济的、可行的。
In this article,the fortification standards of the construction diversion of each bridge pier in different stages are determined by calculation.The construction diversion plans are analysed and chozen.The comprehensive operation proves that the construction diversion plans of Xiaolangdi Huanghe Highway Bridge are scientcfic,economical and feasible.
出处
《黄河水利职业技术学院学报》
2000年第3期8-11,共4页
Journal of Yellow River Conservancy Technical Institute
关键词
小浪底
公路大桥
施工导流
方案
论证
Xiaolangdi
highway bridge
construction diversion
plan
prove
