The Study of High Strength Concrete in Strength Property and Corrosion Durability in Different Curing Condition

碩士 === 國立海洋大學 === 河海工程學系 === 86 === Curing is a key factor affecting the quality of high strength concrete. Proper curing can improve the efficiency of cement hydration, increase concrete strength, reduce the internal porosity, and may decrease the cond...

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Main Authors: Hsu, Cheng-Chen, 徐正誠
Other Authors: Ran Huang, C.C. Chang
Format: Others
Language:zh-TW
Published: 1998
Online Access:http://ndltd.ncl.edu.tw/handle/07140296152519453312
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spelling ndltd-TW-086NTOU11920282016-06-29T04:13:35Z http://ndltd.ncl.edu.tw/handle/07140296152519453312 The Study of High Strength Concrete in Strength Property and Corrosion Durability in Different Curing Condition 高強度混凝土在不同養護條件下強度特性及腐蝕耐久性之研究 Hsu, Cheng-Chen 徐正誠 碩士 國立海洋大學 河海工程學系 86 Curing is a key factor affecting the quality of high strength concrete. Proper curing can improve the efficiency of cement hydration, increase concrete strength, reduce the internal porosity, and may decrease the condition probability. The study is to investigate the properties of high strength concrete under various curing conditions. Test results show that air curing hasthe lowest compressive strength. In addition, there exists an inverse relation between chloride ion diffusion on coefficient and water/cement ratio. The specimens with a water/cement ratio of 0.4, steam curing may increase the chloride ion diffusion rate. However, the water/cement ratio is still more prominent affecting concrete properties than the curing condition. Ran Huang, C.C. Chang 黃然, 張建智 1998 學位論文 ; thesis 86 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立海洋大學 === 河海工程學系 === 86 === Curing is a key factor affecting the quality of high strength concrete. Proper curing can improve the efficiency of cement hydration, increase concrete strength, reduce the internal porosity, and may decrease the condition probability. The study is to investigate the properties of high strength concrete under various curing conditions. Test results show that air curing hasthe lowest compressive strength. In addition, there exists an inverse relation between chloride ion diffusion on coefficient and water/cement ratio. The specimens with a water/cement ratio of 0.4, steam curing may increase the chloride ion diffusion rate. However, the water/cement ratio is still more prominent affecting concrete properties than the curing condition.
author2 Ran Huang, C.C. Chang
author_facet Ran Huang, C.C. Chang
Hsu, Cheng-Chen
徐正誠
author Hsu, Cheng-Chen
徐正誠
spellingShingle Hsu, Cheng-Chen
徐正誠
The Study of High Strength Concrete in Strength Property and Corrosion Durability in Different Curing Condition
author_sort Hsu, Cheng-Chen
title The Study of High Strength Concrete in Strength Property and Corrosion Durability in Different Curing Condition
title_short The Study of High Strength Concrete in Strength Property and Corrosion Durability in Different Curing Condition
title_full The Study of High Strength Concrete in Strength Property and Corrosion Durability in Different Curing Condition
title_fullStr The Study of High Strength Concrete in Strength Property and Corrosion Durability in Different Curing Condition
title_full_unstemmed The Study of High Strength Concrete in Strength Property and Corrosion Durability in Different Curing Condition
title_sort study of high strength concrete in strength property and corrosion durability in different curing condition
publishDate 1998
url http://ndltd.ncl.edu.tw/handle/07140296152519453312
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