Method for Estimating Equivalent Salt Deposit Density on Insulator Surfaces Using Meteorological and Topographical Information Provided by Public Institutions

Tadanori Usuki, Naoki Shibata
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引用次数: 1

Abstract

Traditionally, the design and maintenance of electric power facilities of electric railways in bay areas have been carried out according to a uniform classification of pollution based on distance from the coast and other factors. In order to improve the safety of these facilities and save labor for maintenance, it is necessary to subdivide this uniform classification according to the actual pollution situation. Therefore, we propose a method for estimating the Equivalent Salt Deposit Density on insulator surfaces at any point on an open section using meteorological and topographical information provided by public institutions. = about 0.5, gen eral residential area and forest = about 0.25, on the sea = about 0.14). Earth retaining structures, such as bridge abutments and retaining walls, are con-structed at the boundary of bridges or embankments. There are a variety of earth retaining structure failure modes, therefore in order to be able to ensure rational aseismic reinforcement, it is necessary to develop a range of different aseismic reinforcement methods adapted to the relevant earth retaining structure’s failure mode. Moreover, there are many cases where construction work is severely restricted due to various limitations, such as land boundaries, available space, and time available for construction work. Therefore, the authors propose an aseismic reinforcement method, which can both improve seismic performance of earth retaining structures and be carried out efficiently. This paper outlines this research and describes some examples of the practical application of the newly developed reinforcement method.
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利用公共机构提供的气象和地形信息估算绝缘子表面等效盐层密度的方法
传统上,海湾地区电气铁路电力设施的设计和维护是根据与海岸的距离和其他因素,按照统一的污染分类进行的。为了提高这些设施的安全性并节省维护劳动力,有必要根据实际污染情况对这种统一的分类进行细分。因此,我们提出了一种方法,利用公共机构提供的气象和地形信息,估算开放截面上任何点的绝缘子表面等效盐沉积密度。=约0.5,一般居民区和森林=约0.25,海上=约0.14)。在桥梁或路堤的边界处建造挡土结构,如桥台和挡土墙。挡土结构的破坏模式多种多样,因此,为了能够确保合理的抗震加固,有必要开发一系列适合于相关挡土结构破坏模式的不同抗震加固方法。此外,在许多情况下,由于土地边界、可用空间和可用于施工的时间等各种限制,施工工作受到严重限制。因此,作者提出了一种既能提高挡土结构抗震性能又能有效实施的抗震加固方法。本文概述了这项研究,并介绍了新开发的加固方法的一些实际应用实例。
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36
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