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X光检测技术在输电线路基建验收中的应用 被引量:3
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作者 陈亦 李晓斌 黄盛海 《低碳世界》 2017年第36期97-98,共2页
输电线路耐张线夹在线路运行过程中不仅要承受所通过的电荷载,而且还承担导线或地线的张力,在保障线路安全运行上起着至关重要的作用。然而,在压接过程中往往会因压接工艺不规范、人员、设备、环境等因素,耐张线夹的质量难以保证。而传... 输电线路耐张线夹在线路运行过程中不仅要承受所通过的电荷载,而且还承担导线或地线的张力,在保障线路安全运行上起着至关重要的作用。然而,在压接过程中往往会因压接工艺不规范、人员、设备、环境等因素,耐张线夹的质量难以保证。而传统检验、分析手段存在局限性,在输电线路基建验收中并不能对耐张线夹的内部质量进行直观地分析、评判。本文采用了X光DR数字成像检测技术对耐张线夹内部质量进行检测,并对耐张线夹中存在的一些典型缺陷进行分析,检测过程便捷、结果直观清晰。对输电线路基建验收具有极高的指导意义。 展开更多
关键词 耐张线夹 内部质量 X光DR数字成像检测技术 输电线路基建验收
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张沟输电工程管理构想
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作者 杨剑波 《科技信息》 2007年第26期262-262,共1页
本文争对仙桃市220KV张沟变35-110KV输电工程,根据仙桃农网施工现状,提出了开展工程管理的思路,为项目建设作好前期准备。
关键词 农网 线路基建 分析 对策
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Engineering Geological Assessment for Route Selection of Railway Line in Geologically Active Area:A Case Study in China 被引量:1
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作者 HUANG Run-qiu LI Yan-rong +1 位作者 QU Ke WANG Ke 《Journal of Mountain Science》 SCIE CSCD 2013年第4期495-508,共14页
The Cheng-Lan railway links Chengdu, a central city in Southwestern China, and Lanzhou, a central city in Northwestern China. The railway passes through the Longmenshan fault zone (Wenchuan earthquake happened there o... The Cheng-Lan railway links Chengdu, a central city in Southwestern China, and Lanzhou, a central city in Northwestern China. The railway passes through the Longmenshan fault zone (Wenchuan earthquake happened there on May 12, 2008), Minjiang fault zone, and Dongkunlun fault zone, which are all active. It runs over the Yangtze River and the Yellow River, and crosses high mountains and deep valleys. There exists, along the railway's alignment, different kinds of strata of hard granite and soft, weak metamorphic rocks such as carbonaceous slate, schist, and phyllite. It is, therefore, a key issue for such an infrastructure construction to assess the engineering geological conditions and risks, so as to mitigate or avoid possible georisks and to offer optional designs. Geological survey and georisk assessment along the railway corridor are carried out. Special attention is given to active faults, earthquakes and seismic zones. Based on these, discussions about geological aspects for route selection of the railway are conducted and countermeasures for georisk control are proposed accordingly. Main conclusions are achieved as follows: (1) Geohazards such as landslides, rockfalls and debries flows dominate both the route selection of the railway and the engineering structures (e.g., tunnels or bridges) adopted; (2) Tunnel has been proved to be an excellent structure for linear engineering in geologically active area; and (3) In the case where avoiding is impractical, necessary protection measures should be taken to engineering slopes in high earthquake intensity areas, especially the area with earthquake of Ms. 8 or greater. 展开更多
关键词 Railway route selection Geologicallyactive area EARTHQUAKE Active fault
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