| 预应力锚索地梁计算的双参数弹性地基模型 |
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| 引用本文： | 彭巨南. 预应力锚索地梁计算的双参数弹性地基模型[J]. 山西建筑, 2008, 34(5): 164-165 |
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| 作者姓名： | 彭巨南 |
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| 作者单位： | 湖南双峰县公路局,湖南,娄底,417700 |
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| 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。
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| 关 键 词： | 预应力锚索地梁 双参数地基模型 内力计算 |
| 文章编号： | 1009-6825（2008）05-0164-02 |
| 收稿时间： | 2007-10-08 |
| 修稿时间： | 2007-10-08 |
Double parameter elastic foundation model ofcalculation of prestressing anchor rope beam |
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| PENG Ju-nan. Double parameter elastic foundation model ofcalculation of prestressing anchor rope beam[J]. Shanxi Architecture, 2008, 34(5): 164-165 |
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| Authors: | PENG Ju-nan |
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| Abstract: | 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. |
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| Keywords: | prestressing anchor rope beam double parameter elastic foundation internal force calculation |
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