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控制减沉桩在防止桥头跳车中的应用
引用本文:雷进生,蔡启龙,吴建兵.控制减沉桩在防止桥头跳车中的应用[J].三峡大学学报(自然科学版),2006,28(1):45-48.
作者姓名:雷进生  蔡启龙  吴建兵
作者单位:1. 三峡大学,土木水电学院,湖北,宜昌,443002
2. 中国葛洲坝集团公司,湖北,宜昌,443002
摘    要:将控制变形桩原理应用于路桥协同沉降的设计思路中,开展如何控制桥梁桩基础沉降研究,应用减沉桩基础防止桥头跳车,打破传统的“路归路,桥归桥”的设计模式,进行路桥的设计优化,降低桥坡基础处理及桥梁桩基础工程造价,使桥梁与道路沉降协同.应用减沉桩基础为解决桥头跳车问题开辟了新途径,对具体工程的长期沉降观测表明,该方法是完全可行的.

关 键 词:变形控制  减沉桩基础  桥头跳车
文章编号:1672-948X(2006)01-0045-03
修稿时间:2005年9月6日

Application of Reducing-Settlement Pile Foundation to Preventing Vehicle Pitch
Lei Jinsheng,Cai Qilong,Wu Jianbing.Application of Reducing-Settlement Pile Foundation to Preventing Vehicle Pitch[J].Journal of China Three Gorges University(Natural Sciences),2006,28(1):45-48.
Authors:Lei Jinsheng  Cai Qilong  Wu Jianbing
Abstract:Based on application of reducing-settlement pile foundation to preventing vehicle pitch at bridge approach,design frame and method of reducing settlement between bridge and roadbed is introduced.This method not only break out traditional "road is road,bridge is bridge" design mode,but also create a new approach for preventing vehicle pitch.Through long-term settlement observation on the engineering example,it is proved that this method is effective and successful.
Keywords:settlement control  reducing-settlement pile foundation  vehicle pitch
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