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| 便携式移动通信基站自锁地梁基础受力性能分析 | |
| 引用本文： | 唐明桃,沈之容,钱昆,曾建庆.便携式移动通信基站自锁地梁基础受力性能分析[J].佳木斯大学学报,2014(5):696-698. |
| 作者姓名： | 唐明桃 沈之容 钱昆 曾建庆 |
| 作者单位： | 1. 电联工程技术股份有限公司,浙江 杭州,310016 2. 同济大学建筑工程系,上海,200092 3. 华东建筑设计研究总院,上海,200002 |
| 摘 要： | 便携式移动通信基站由于其快速建站、移动方便等优点被广泛应用.由于不需要开挖基础,现行规范对基站基础设计尚无计算公式.本文利用有限元分析软件ANSYS对自锁地梁基础进行数值分析,评价其整体受力性能,分析结果表明:自锁地梁基础整体性能好,基础应力小,调整基础尺寸能满足基底脱开率要求. |
| 关 键 词： | 自锁地梁 基底脱开率 接触分析 |
Performance Analysis of Self-locking Beam Foundation of Portable Mobile Communication Station |
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| TANG Ming-tao,SHEN Zhi-rong,QIAN Kun,ZENG Jian-qing.Performance Analysis of Self-locking Beam Foundation of Portable Mobile Communication Station[J].Journal of Jiamusi University(Natural Science Edition),2014(5):696-698. | |
| Authors: | TANG Ming-tao SHEN Zhi-rong QIAN Kun ZENG Jian-qing |
| Institution: | TANG Ming-tao, SHEN Zhi-rong, QIAN Kun, ZENG Jian-qing ( 1. DY - Link Engineering ＆ Technologies Co., Ltd., Hangzhou 310016, China; 2. Department of BuBdlng Engineering,Tongji U- niversity, Shanghai 200092, China; 3. East China Architectural Design ＆ Research Institute Co., Shanghai 200002, China) |
| Abstract: | Portable mobile communication station is widely used because it is convenient and fast -mov-ing.Because of no excavation for the foundation , there is no formula to design it according to Code .This paper mainly did numerical analysis of self -locking beam foundation of portable mobile communication station using fi-nite element calculation software ANSYS , to evaluate the overall mechanical properties .Analysis results show that the overall performance of self -locking beam foundation is good and the stress is small .The size of the foundation can be adjusted to meet the requirements of rate of basal disengagement . |
| Keywords: | self-locking beam rate of basal disengagement contact analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |