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津秦客专沙河特大桥连续梁段支护设计
引用本文:朱全泉.津秦客专沙河特大桥连续梁段支护设计[J].甘肃科学学报,2011,23(2):79-82.
作者姓名:朱全泉
作者单位:中铁二十一局集团第五工程有限公司,甘肃兰州,730000
基金项目:中铁二十一局集团津秦客专沙河特大桥连续梁段支护设计项目
摘    要:通过新建天津-秦皇岛铁路客运专线四标段沙河特大桥连续梁段54号桥墩基坑支护选用支护桩方案实例,对支护桩进行了力学计算和配筋、抗滑检算,施工实践表明,该支护方案方便可行,有效地保护了既有线路基的安全.

关 键 词:支护桩  边坡稳定  土压力  配筋  抗滑

Design of Supporting Piles in the Continuons Beam Section of the Extra-Large Bridge Across Shahe River on the Jin-Qin Railline
ZHU Quan-quan.Design of Supporting Piles in the Continuons Beam Section of the Extra-Large Bridge Across Shahe River on the Jin-Qin Railline[J].Journal of Gansu Sciences,2011,23(2):79-82.
Authors:ZHU Quan-quan
Institution:ZHU Quan-quan(China Railway 21st Bureau Group,the 5th Engineering Co.,Ltd.,Lanzhou 730000,China)
Abstract:Based on the example of NO.54 pier excavation of the continuous beam section of the extra-large bridge across the Shahe River on the Jin-Qin railway line,a mechanical calculation and reinforcement and slide checking of supporting piles have been carried out.Practice showed that the program was convenient and practical,and could effectively protect the existing circuit-based security.
Keywords:supporting piles  slope stability  earth pressure  reinforcement  slide checking
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