• Title/Summary/Keyword: Bridge Pavement

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Evaluation of Deicing Performance and Effects of Deicers of the Winter Season (동절기의 융빙제들의 융빙 성능 및 영향 평가)

  • Doh, Young-Soo;Lee, Byeong-Duck;Choi, Kwang-Soo;Kim, Kwang-Woo
    • International Journal of Highway Engineering
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    • v.10 no.3
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    • pp.149-158
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    • 2008
  • This study was estimated on performance of deicers, corrosion inhibitors and low corrodible deicer used for removal of snow or ice on the road and on influence on structure. The weight loss rate after freezing and thawing of low corrodible deicer is lower than one of deicer, corrosion inhibitors and these combination. Relative dynamic elastic modulus of all except water, low corrodible deicer and NaCl+JF-1004 was radically reduced after freezing and thawing 150 cycles. And concretes after freezing and thawing were showed severe surface damage. It was found that individual use of low corrodible deicer and corrosion inhibitors had a problem of field application because of lack of early ice melting effect and considerably low durability. Products combined with NaCl was showed rapid weight loss by metal corrosion. Therefore, It will need to circumspectly select combination of deicers having low effect on concrete pavement and bridge if possible.

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Evaluation of the Properties of an Environment-Friendly De-icing Agent Based on Industrial By-Products (산업부산물을 활용한 친환경제설제의 특성평가)

  • Heo, Hyung-Seok;Lee, Byung-Jae
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.21 no.6
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    • pp.132-139
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    • 2017
  • A huge amount of de-icing agent is sprayed during winter to promote traffic safety in cold regions, and the quantity of de-icing agent sprayed has increased each year. The main ingredients in commonly used de-icing agents are chlorides, such as calcium chloride($CaCl_2$) and sodium chloride(NaCl). While calcium chloride is mostly used in Korea and sodium chloride is usually used in the U.S. and Japan, all de-icing agents include chloride ions. The chlorides included in sprayed calcium chloride-based de-icing agents have severe adverse effects, including the corrosion of reinforcing steels through salt damage by infiltrating into road structures, reduced structural performance of pavement or damage to bridge structures, and surface scaling, in combination with freezing damage in winter, as well as water pollution. In addition, the deterioration of paved concrete road surface that occurs after the use of calcium chloride-based de-icing agent accelerates the development of visual problems with traffic structures. Therefore, the present study was performed to prepare an environment-friendly liquid de-icing agent through a reaction between waste organic acids and calcium-based by-products, which are industrial by-products, and to analyze the properties of the de-icing agent in order to evaluate its applicability to road facilities.

Study of Polymer Rapid Setting Cement Concrete Using Electric Arc Furnace Oxidizing Slag Aggregate (전기로(電氣爐) 산화(酸化)슬래그 잔골재를 이용한 폴리머 속경성(速硬性) 시멘트 콘크리트 기초물성(基礎物性) 연구(硏究))

  • Jung, Won-Kyong;Gill, Yong-Soo;Kang, Seung-Hee
    • Resources Recycling
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    • v.21 no.1
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    • pp.30-40
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    • 2012
  • Electric arc furnace slag is made in ironworks during steel refining, it is been increasing chemical and physical resistibility using ageing method of unstable state of melting steel slag for using concrete's fine aggregates. Which is been changing stable molecular structure of aggregates, it restrains moving of ion and molecule. In Korea, KS F 4571 has been prepared for using the electric arc furnace oxidizing slag to concrete aggregates(EFS). In this study, Electric arc furnace oxidizing slag is used in the PRCC(Polymer Rapid setting Cement Concrete) which is applied a bridge pavement of rehabilitation, largely. The results showed that the increment of compressive strength development by 10- 20%. The flexural strength of EFS-Con increased greatly as the electric arc furnace oxidizing slag changed. The compressive strength and flexural strength developed enough for opening the overlayed EFS-Con to the traffic after 4 hours of EFS-Con placement. The permeability of EFS-Con was evaluated as negligible due to its very low charge passed. Thus, EFS-Con could be used at repairing or overlaying the concrete at fast-track job sites.