摘要
提出了双参数弹性地基上预应力锚索地梁内力计算简化模型,用该模型对一公路边坡工程进行预应力锚索地梁加固设计,给出了预应力锚索地梁的合理配筋,现场位移监测发现该计算模型得出的加固方案是安全可靠的。
The simplified model of internal force calculation of prestressing anchor rope beam on double parameter elastic foundation was !0re sented. Using the model, the reinforce design of prestressing anchor rope beam on highway slope was implemented. The logical steel bars ar rangement in foundation beam were calculated. The displacement monitoring on site showed the reinforce plan was on the safe side.
出处
《山西建筑》
2008年第5期164-165,共2页
Shanxi Architecture
关键词
预应力锚索地梁
双参数地基模型
内力计算
prestressing anchor rope beam, double parameter elastic foundation, internal force calculation
