摘要
响水涧抽水蓄能电站下水库跨泊口河交通桥属临时交通工程。整座桥坐落于Q3软质土基上,基础采用混凝土刚性基础,结构为重力式桥墩结合箱型钢梁。该桥结构简单,施工难度小,施工周期短,整桥的稳定性满足下水库高强度、大方量的土方运输要求。
Ring pumping water storage plant reservoir across park river traffic bridge is the temporary traffic engineering. The whole bridge is located in Q3 soft soil foundation, the foundation concrete, with concrete rigid foundation, combined gravity box steel girder bridge piers, the bridge structure is simple, with less construction difficulty and short construction period, and the stability of the entire bridge meets high-strength, generous amount of earth transportation of the lower reservoir.
出处
《价值工程》
2010年第11期82-82,共1页
Value Engineering
关键词
软质土基
刚性基础
重力式
箱型钢梁
soft subgrade
rigid foundation
gravity
box steel girder
