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Analysis and Prediction of Highway Bridge Deck Slab Deterioration (고속도로 교량 바닥판 열화분석 및 추정)

  • Lee, Il-Keun;Kim, Woo-Seok;Kang, Hyeong-Taek;Seo, Jung-Wook
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.19 no.2
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    • pp.68-75
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    • 2015
  • This study established key factors causing deck slab deterioration based on GPR database of 747 highway bridges, and predicted deck slab damage rates with respect to bridge service life. To minimize the influence of bridge service life on deck slab deterioration, the deck slab damage rate database was corrected based on a linear regression model of bridge service life vs. deck slab damage rate. The corrected deck slab damage rates were analyzed to determine correlation considering the number of snowy days, the amount of snowfalls, the number of freeze-thaw days, average winter temperature, altitude, the amount of deicing chemicals and equivalent traffic volume, and then both the number of freeze-thaw days and the amount of deicing chemicals were determined to be key factors causing deck slab deterioration. The complex deterioration considering both key factors was represented deck slab damage rate charts, and the average deck slab life was derived. The results of this study will be used as a guideline for highway bridge maintenance to identify the progress of deck slab deterioration for a given bridge and predict the time required deck slab rehabilitation.

A Compound Deterioration Assessment of Concrete Subjected In Freezing-Thawing and Chloride Attack (동결융해와 염해의 복합작용을 받는 콘크리트의 내구성능 저하 평가)

  • 고경택;김도겸;김성욱;조명석;송영철
    • Journal of the Korea Concrete Institute
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    • v.13 no.4
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    • pp.397-405
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    • 2001
  • In clod weather regions, a strong seasonal wind brings sea salts to the land. In addition to it, recently, the spreading amount of deicing salts has increased numerously for purpose of removing snow and ice. Thus the salts environment around concrete structures becomes so severe that various damages of concrete due to applied salts will be brought up. Much of countries such as America, Europe etc. is carried out study for effects of deicing salts on concrete. However, there are not test methods for deterioration of concrete subjected to both freezing-thawing and chloride in Korea. In this study, we carried out test for the compound deterioration subjected to both freezing-thawing and chloride attack, to investigate the effects of sodium chloride on the deterioration of concrete. The test was performed to investigate the effects of cement type, strength and air content on the scaling deterioration of concrete. As a result, the scaling deterioration was accelerated in the presence of salts. And the resistance to scaling was strongly influenced by the type of cement, the strength and air content of concrete.

Evaluation of Concrtet Properties Using Silicon-Based Repellent (실리콘기반 침투강화제를 사용한 콘크리트의 내구특성 평가)

  • Hwang, Byoung-Il;Kim, Hyo-Jung;Lee, Byung-Jae
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.7 no.4
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    • pp.295-301
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    • 2019
  • Currently, the most commonly used decontamination agent in the country is calcium chloride, and the use of decontamination agents nationwide is on the rise due to climate change in the country. The deicing agent, aimed at deicing snow, is sprayed and the chloride is frozen and thawed by the dissolved surface water, causing various damages such as deterioration to the concrete. Therefore, in this study, the reactive urethane polymer was manufactured to coat concrete surface protection material, which is a method that prevents moisture from externally penetrating by applying to concrete surfaces, and the mixing agent was selected through the size control of molecules and surface modification, and the properties of penetrant stiffening agents and the application method of concrete was evaluated.

Penetration of De-icing Salt in Bare Concrete Bridge Decks in Highways (고속도로 콘크리트 노출 바닥판에서의 제설 염화물의 침투 특성)

  • Suh, Jin Won;Ku, Bon Sung;Rhee, Ji Young
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.2
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    • pp.85-92
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    • 2007
  • In 1980s, a number of bridges with bare concrete deck were constructed on the Korea highway. After 20 years service, many bare concrete decks are still in good condition without special maintenance activity. Therefore, the application of the bare concrete deck is being reestimated from the view of construction and maintenance. As a part of the program, the characteristic of penetration(surface chloride and apparent diffusion coefficient) of de-icing salt into bare concrete bridge deck was analyzed in order to predict the service life of bridge on Korea highway.

Evaluation of Salt Tolerance of Liriope platyphylla and Pachysandra terminalis to Deicing Salt (CaCl2) Concentration in Winter (겨울철 제설제(CaCl2)농도처리에 따른 맥문동과 수호초의 내염성 평가)

  • Ju, Jin-Hee;Hui, Xu;Park, Ji-Yeon;Choi, Eun-Young;Yoon, Yong-Han
    • Korean Journal of Environment and Ecology
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    • v.30 no.4
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    • pp.651-657
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    • 2016
  • It is important to know know deleterious impact of deicing salt on plants for guidelines of planting along roads. The aim of this study was to determine the effect of calcium chloride ($CaCl_2$) on the growth and physiological characteristics of Liriope platyphylla and Pachysandra terminalis. The plants were grown from November of 2015 to March of 2016 in pots containing growing media with $CaCl_2$ at 0% (Control), 0.5%, 1.0%, 3.0%, and 5.0% (based on the weight). While plant growth and photosynthetic activity were significantly decreased in both plant species grown on the media with $CaCl_2$, the degree of sensitivity to $CaCl_2$ differed. The plant growth of Liriope platyphylla was considerably injured under higher than 3.0% of $CaCl_2$, whereas Pachysandra terminalis was all dead under higher than 1.0% of $CaCl_2$. This results indicate that Liriope platyphylla has higher degree of tolerance to the deicing salt than Pachysandra terminalis.