Einige gedanken zur errichtung von beton-containments

W. Koenne
{"title":"Einige gedanken zur errichtung von beton-containments","authors":"W. Koenne","doi":"10.1016/0369-5816(65)90142-0","DOIUrl":null,"url":null,"abstract":"<div><p>Some ideas and suggestions for the utilization of concrete as a containment structural material are discussed. The purpose of this paper is to show that concrete can be used expediently only if one does not attempt to achieve simulation of individual qualities of steel with it, but if, starting from the properties and potential of this material, appropriate ideas of construction are pursued. In this context two considerations seem to be particularly valuable: </p><ul><li><span>1.</span><span><p>(1) When considering the variation of internal pressure with time, attention should be paid to the utilization of the large heat capacity of concrete. There follows: (a) A more realistic insight in the stress field within the concrete wall can be gained. (b) With the lowering of internal temperature the internal pressure decreases, thus giving rise to rapidly changing leak rates. (The definition of the leak rate gives a period of 24 hours, which, therefore, must be employed accordingly.)</p></span></li><li><span>2.</span><span><p>(2) For reasons of construction and of protection against radiation it is often necessary to plan an intermediate space, which - together with the decreasing internal pressure and the large thickness of the wall - affects the overall leak rates.</p></span></li></ul> The above-mentioned points will be discussed in section 1 and 2 of this paper. From this discussion it can be seen that, upon consideration of all the various aspects, concrete containments, no doubt, promise profitable results. (The considerations given in this paper represent only first thoughts of the author. The reason to present these considerations already in this early state is the intention to incite further more detailed pursue of the subject of concrete containment structures.)</div>","PeriodicalId":100973,"journal":{"name":"Nuclear Structural Engineering","volume":"2 1","pages":"Pages 126-133"},"PeriodicalIF":0.0000,"publicationDate":"1965-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0369-5816(65)90142-0","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Nuclear Structural Engineering","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/0369581665901420","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Some ideas and suggestions for the utilization of concrete as a containment structural material are discussed. The purpose of this paper is to show that concrete can be used expediently only if one does not attempt to achieve simulation of individual qualities of steel with it, but if, starting from the properties and potential of this material, appropriate ideas of construction are pursued. In this context two considerations seem to be particularly valuable:

  • 1.

    (1) When considering the variation of internal pressure with time, attention should be paid to the utilization of the large heat capacity of concrete. There follows: (a) A more realistic insight in the stress field within the concrete wall can be gained. (b) With the lowering of internal temperature the internal pressure decreases, thus giving rise to rapidly changing leak rates. (The definition of the leak rate gives a period of 24 hours, which, therefore, must be employed accordingly.)

  • 2.

    (2) For reasons of construction and of protection against radiation it is often necessary to plan an intermediate space, which - together with the decreasing internal pressure and the large thickness of the wall - affects the overall leak rates.

The above-mentioned points will be discussed in section 1 and 2 of this paper. From this discussion it can be seen that, upon consideration of all the various aspects, concrete containments, no doubt, promise profitable results. (The considerations given in this paper represent only first thoughts of the author. The reason to present these considerations already in this early state is the intention to incite further more detailed pursue of the subject of concrete containment structures.)
她在设计混凝土遏制
对混凝土作为围护结构材料的应用提出了一些看法和建议。本文的目的是表明,只有当人们不试图用混凝土来模拟钢的个体质量,而是从这种材料的特性和潜力出发,追求适当的建筑理念时,混凝土才能被方便地使用。在这种情况下,两个考虑因素似乎特别有价值:1.(1)在考虑内压随时间的变化时,应注意利用混凝土的大热容。(a)可以对混凝土墙内的应力场有更实际的了解。(b)随着内部温度的降低,内部压力降低,从而引起泄漏率的迅速变化。(泄漏率的定义为24小时,因此必须相应地使用)2.(2)由于施工和防辐射的原因,通常需要规划一个中间空间,这与内部压力的下降和墙壁的大厚度一起影响总体泄漏率。以上几点将在本文的第1节和第2节进行讨论。从这个讨论中可以看出,考虑到所有的各个方面,具体的容器无疑会带来有益的结果。(本文给出的考虑仅代表作者的初步想法。在这种早期状态下提出这些考虑的原因是为了激起对混凝土安全壳结构的进一步更详细的研究。)
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信