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移动通信基站速装铁塔基础方案研究 被引量:4
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作者 李启坤 《信息通信》 2018年第3期216-218,共3页
传统的基站铁塔基础类型是浇式筏板和桩基础为主,其需要等混凝土养护好才可以安装杆塔,无法适应现代基站快速发展的需要。本文介绍了移动通信基站速装铁塔基础研究方案,即新型预制拼装基础,首先介绍了新型预制拼装基础加工、施工工艺,... 传统的基站铁塔基础类型是浇式筏板和桩基础为主,其需要等混凝土养护好才可以安装杆塔,无法适应现代基站快速发展的需要。本文介绍了移动通信基站速装铁塔基础研究方案,即新型预制拼装基础,首先介绍了新型预制拼装基础加工、施工工艺,其次对新型预制基础与传统现浇基础进行了比较,最后对其使用场景进行了分析,旨在为基站建设提供参照,满足现代基站建设的需要。 展开更多
关键词 移动通信基站 速装基础 新型预制拼基础
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移动通信基站速装铁塔基础方案探讨 被引量:3
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作者 谭洪利 孔珂 《电信工程技术与标准化》 2014年第10期53-56,共4页
探讨移动通信基站速装铁塔基础形式,在传统现浇筏板基础和拼装基础上,创造性的引入后浇混凝土的施工方法,设计开发出了一种新型预制拼装基础,该基础形式既保证了拼装基础的结构安全,又能满足生产、加工、运输、安装的各项条件,具有施工... 探讨移动通信基站速装铁塔基础形式,在传统现浇筏板基础和拼装基础上,创造性的引入后浇混凝土的施工方法,设计开发出了一种新型预制拼装基础,该基础形式既保证了拼装基础的结构安全,又能满足生产、加工、运输、安装的各项条件,具有施工速度快、施工协调难度小、质量易于管控、综合造价低等优势,在交通运输方便、具备良好的施工操作面的地区,新型预制拼装基础可以发挥有效的作用,是具有推广价值的新型单管杆塔基础设计施工方法。 展开更多
关键词 移动通信基站 速装基础 新型预制拼基础 自立式单管杆塔 施工 综合造价
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Dynamic unbalance detection of cardan shaft in high-speed train based on EMD-SVD-NHT 被引量:3
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作者 丁建明 林建辉 +1 位作者 何刘 赵洁 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第6期2149-2157,共9页
Contrary to the aliasing defect between the adjacent intrinsic model functions(IMFs) existing in empirical model decomposition(EMD), a new method of detecting dynamic unbalance with cardan shaft in high-speed train wa... Contrary to the aliasing defect between the adjacent intrinsic model functions(IMFs) existing in empirical model decomposition(EMD), a new method of detecting dynamic unbalance with cardan shaft in high-speed train was proposed by applying the combination between EMD, Hankel matrix, singular value decomposition(SVD) and normalized Hilbert transform(NHT). The vibration signals of gimbal installed base were decomposed through EMD to get different IMFs. The Hankel matrix constructed through the single IMF was orthogonally executed through SVD. The critical singular values were selected to reconstruct vibration signs on the basis of the key stack of singular values. Instantaneous frequencys(IFs) of reconstructed vibration signs were applied to detect dynamic unbalance with shaft and eliminated clutter spectrum caused by the aliasing defect between the adjacent IMFs, which highlighted the failure characteristics. The method was verified by test data in the unbalance condition of dynamic cardan shaft. The results show that the method effectively detects the fault vibration characteristics caused by cardan shaft dynamic unbalance and extracts the nature vibration features. With comparison to the traditional EMD-NHT, clarity and failure characterization force are significantly improved. 展开更多
关键词 cardan shaft empirical model decomposition (EMD) singular value decomposition (SVD) normalized Hilbert transform (NHT) dynamic unbalance detection
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