• Title/Summary/Keyword: 내구성 향상

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The Effect of Fluorine Based Emulsion on the Watertightness Properties of Portland Cement (시멘트 수밀성에 대한 불소계 에멀젼의 영향)

  • Kang, Hyun Ju;Song, Myong Shin;Song, Su Jae;Park, Su Haeng
    • Applied Chemistry for Engineering
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    • v.20 no.5
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    • pp.505-510
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    • 2009
  • It is well known that the properties of concrete such as the compressive strength, water permeability, water tightness and durability are affected by micro-structure in hardened cement paste. Especially, for durability of concrete, watertightness of cementitious materials is the most critical property among various properties. Recently, many types of material such as organic and/or inorganic materials are used for watertightness of concrete. In this study, we examined the effect of fluorine-based emulsion on watertightness property. And we also discussed the change of microstructure and formation of hydrates in hardened cement paste by the addition of fluorine-based emulsion. Cement paste with fluorine-based emulsion showed improvement of watertightness by the surface activation of cement paste and by formation of $CaF_2$ fine crystals in cement pore structure.

Durability and Crack Control of Concrete Using Fluosilicates Based Composite (규불화염계 복합 조성물을 혼입한 콘크리트의 균열제어 및 내구성)

  • Yun, Hyun-Do;Yang, Il-Seung;Kim, Do-Su;Khil, Bae-Su;Han, Seung-Gu
    • Journal of the Korea Concrete Institute
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    • v.18 no.1 s.91
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    • pp.57-64
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    • 2006
  • The crack presented in concrete structures causes a structural defect, the durability decrease, and external damages etc. Therefore, it is necessary to improve durability through the effort to control the crack. Fluosilicic acid($H_2SiF_6$) is recovered as aqueous solution which absorbs $SiF_4$ produced from the manufacturing of industrial-graded $H_3PO_4$ or HF. Generally, fluosilicates prepared by the reaction between $H_2SiF_6$ and metal salts. Addition of fluosilicates to cement endows odd properties through unique chemical reaction with the fresh and hardened cement. Mix proportions for experiment were modulated at 0.45 of water to cement ratio and $0.0{\sim}2.0%$ of adding ratio of fluosilicate salt based inorganic compound. To evaluate correlation of concrete strength and adding ratio of fluosilicate salt based inorganic compound, the tests were performed about design strength(21, 24, 27 MPa) with 0.5% of adding ratio of fluosilicate salt based inorganic compound. Applications of fluosilicate salt based inorganic compound to reduce cracks resulted from plastic and drying shrinkage, to improve durability are presented in this paper. Durability was evaluated as neutralization, chloride ion penetration depth, freezing thawing resistant tests and weight loss according reinforcement corrosion. It is ascertained that the concrete added fluosilicate salt based inorganic compound showed m ability to reduce the total area and maximum crack width significantly as compared non-added concrete. In addition, the durability of concrete improved because of resistance to crack and watertightness by packing role of fluosilicate salt based inorganic compound obtained and pozzolanic reaction of soluble $SiO_2$ than non-added concrete.

A Study on Strength and Durability of Vibrated and Rolled Method Mortar Mixed with Desulfurized Gypsum and Ferronickel Slag Fine Powder (탈황석고와 페로니켈슬래그 미분말을 혼합한 진동전압방식 모르타르의 강도 및 내구성에 관한 연구)

  • Yoo, Jeong-Hwan;Park, Sang-Soon
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.4
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    • pp.545-552
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    • 2021
  • In this study, strength and durability evaluations are performed on vibrated-rolled method mortar mixtures containing desulfurized gypsum and ferronickel slag powder. Desulfurized gypsum and ferronickel slag fine powders were substituted for 25% limestone fine powders u sed in the manu factu re of VR tu bes, and mortar specimens were prepared u sing vibrated-rolled method. Accordingly, flexural and compressive strengths were performed to evaluate the strength, and chlorine ion penetration resistance and sulfuric acid resistance tests were performed to evaluate durability. Flexural and compressive strength were improved in the range 20 to 60% of desu lfu rized gypsu m among admixtu res, and the amou nt of passing charge decreased in the choride ion penetration resistance test in the range of 20 to 80% of desulfurized gypsum. As for the resistance to su lfu ric acid, when the proportion of desu lfu rized in the admixtu re was 40%, the strength and weight change rate according to the immersion period was reduced. Appropriate use of desulfurized gypsum and ferronickel slag powder is expected to improve performance in terms of strength and durability.

Estimation of the Life-span for Urban Rolling Stock through LCC Analysis (Focused on Seoul Metro) (LCC분석을 통한 도시철도 전동차의 경제적 사용내구년한 추정(서울메트로 사례를 중심으로))

  • Chung, Su Young;Lee, Won Young
    • Journal of the Korean Society for Railway
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    • v.15 no.5
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    • pp.508-516
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    • 2012
  • The lifespan of a rolling stock is limited to 25 years by the urban railway law. But it can be extended to 40 years by conducting the regular safety test. This gives additional 15 years of lifespan. In Seoul Metro, Many of the rolling stocks were already replaced with new types in 1996 and 2008. New type - VVVF rolling stocks have better safety, maintainability, durability than old types. For this reason, it is desirable to extend the lifespan of new type-rolling stocks. In this paper, we investigated the economical lifespan using LCC (Life Cycle Cost) analysis. This study shows that the economical lifespan comes out 41 years when extra 10% cost has been considered after 25 years of the train service and 46 years when extra 10% cost not considered.

Field Data Collection and Failure Analysis for Durability Improvement (내구수명향상을 위한 서비스 데이터 수집 및 고장률 분석)

  • Kim, Jong-Hwan;Jung, Won
    • Journal of Korea Society of Industrial Information Systems
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    • v.16 no.5
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    • pp.107-114
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    • 2011
  • The purpose of this paper is to develop a reliability estimation process of agricultural machinery components using field failure data. Estimating the durability is a time-consuming in the product development process. Using the field data of tractor, failures for major parts are investigated and databases are developed. Accelerated life test using the stress analysis could improve Weibull B10 considerably. This estimation process is useful for preparing the design input and planning the durability target.

$Al_2O_3/SiO_2$, $HfO_2/SiO_2$ 적층 감지막의 두께 최적화를 통한 Electrolyte Insulator Semiconductor 소자의 pH 감지감도특성 비교

  • Gu, Ja-Gyeong;Jang, Hyeon-Jun;Jo, Won-Ju
    • Proceedings of the Korean Vacuum Society Conference
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    • 2012.02a
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    • pp.448-448
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    • 2012
  • 최근에 pH 감지막의 감지감도특성을 평가하기 위해 electrolyte insulator semiconductor (EIS) 구조가 유용하게 이용되고 있다. EIS는 간단한 구조와 pH 용액에 빠른 응답속도, 낮은 단가 및 집적이 용이하다는 장점이 있다. EIS 구조에서 화학적 용액에 대한 감지감도 평가 중 가장 중요하게 작용하는 부분이 감지막이다. 이 감지막은 감지 대상 물질과 물리적으로 직접 접촉되는 부분으로서 일반적으로 기계적/화학적 강도가 우수한 실리콘 산화막($SiO_2$)이 많이 사용되어져 왔다. 최근에는 기존의 $SiO_2$ 보다 성능이 향상된 감지막을 개발하기 위하여 $Al_2O_3$, $HfO_2$, $ZrO_2$, 그리고 $Ta_2O_5$와 같은 고유전 상수(high-k)를 가지는 물질들을 EIS 센서의 감지막으로 이용하는 연구가 활발하게 진행되고 있다. High-k 물질 중 $Al_2O_3$는 산성에서 알칼리성 영역까지의 넓은 화학안정성을 가지며 화학용액에 대해 내구성이 우수한 특성을 가진다. $HfO_2$은 내식성이 뛰어나며 출력특성이 높은 장점을 가진 물질이다. 본 실험에서는 특성이 다른 두 물질을 EIS의 감지막으로 각각 사용하여 두께에 따른 의존성을 평가하였다. 제작한 EIS 구조의 pH 센서를 바이오 센서에 적용하였을 때 신호대 잡음비(SNR: signal to noise)가 여전히 취약하다는 문제점이 있었다. 이런 문제점을 보완하기 위하여 감지막의 물리적 두께는 점점 얇아지게 되었고 그 결과 높은 출력 특성을 얻게 되었지만, 감지막이 얇아짐에 따라서 화학 용액 중의 이온 침투로 인한 감지막 자체의 손상 또한 심각한 문제로 대두되었다. 이로 인해 최적화 된 감지막의 두께를 얻을 필요가 있다. 결론적으로 $Al_2O_3$, $HfO_2$ 두 감지막 모두 두께가 23 nm일 때 가장 우수한 특성을 보였으며, $Al_2O_3$를 감지막으로 사용하였을 경우 화학적 용액에 대해 내구성이 뛰어났고, $HfO_2$을 사용하였을 때에는 화학적 용액에 대한 안정성 보다는 pH 용액변화에 따른 향상된 감지감도특성을 보였다.

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Design of LB-DECK Based on Performance Evaluation (성능 평가에 근거한 LB-DECK의 설계)

  • Cho, Gyu Dae;Lho, Byeong Cheol;Cho, Hyun Chul
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.15 no.4
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    • pp.99-106
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    • 2011
  • This study performed research for improvement on basic concept of PBD applying suitable design method before and after LB-DECK composition. According to study, in this case, before composition, it can reduce minuteness cracks by increasing bending tensile strength utilizing polymer concrete, can expect sensuous effect, improve durability as to low permeability, and was evaluated that can reduce covering depth according as it. Also, because LB-DECK baseplate that apply the empirical design method composite is superior load resistance ability than general baseplate, safety is increased, it is expected to secure constructibility and economic performance at the same time because reinforcement arrangement method and reinforcement amount are fixed even if span effective span is increased at ultimate strength design method application.

Convergence Technique Study of Durability Analysis due to the Track Pad Shape of Track Vehicle with Heavy Weight (중량 궤도차량의 궤도 패드형상에 따른 내구성 해석의 융합 기술 연구)

  • Lee, Jung-Ho;Cho, Jae-Ung
    • Journal of the Korea Convergence Society
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    • v.7 no.1
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    • pp.177-182
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    • 2016
  • In order that the track vehicle utilized on the purpose of heavy industry and military affair may endure the vehicle body with heavy weight, the link surrounding the mobile wheel is affected with the great force by the load transferred at the vehicle body. This happened force gives rise to a decline in the durability throughout the track. In this paper, the models with the shapes of track pads in common use are designed and the model at which the wear of track pad and the damage of link can be decreased effectively is contrived. Also, by applying this study result to the design of track vehicle, it can contribute to the safe design for damage prevention and durability improvement. It is possible to be grafted onto the convergence technique at the designed factor of pad shape and show the esthetic sense.

The Effect of Surface Treatment Systems on Chloride Penetration in Cracked Concrete (표면도장공법에 의한 균열부 콘크리트의 염소이온 침투제어 특성)

  • Chae, Gyu-Bong;Yoon, In-Seok;Lee, Chang-Soo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.525-528
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    • 2008
  • For well-constructed concrete, its service life is a long term and it has an enough durability performance. However, for cracked concrete, it is clear that cracks should be preferential channel for the penetration of aggressive substance such as chloride ions according to author's previous researches. In order to enhance the lifetime of cracked concrete, critical issues in the performance of the concrete is the risk of chloride-induced corrosion. Even though crack width can be reduced due to the high reinforcement ratio, the question is to which extend these cracks may jeopardize the durability of cracked concrete. If the size of crack is small, surface treatment system can be considered as one of the best options to extend the service life of concrete structures exposed to marine environment simply in terms of cost effectiveness versus durability performance. Thus, it should be decided to undertake an experimental study on the effect of different types of surface treatment system, which are expected to seal the concrete and the cracks to chloride-induced corrosion in particular. In this study, it is examined the effect of surfaced treated systems on chloride penetration through microcracks. Single surface treatments of penetrant or coating and double application were considered as an experimental variation. RCM (Rapid Chloride Migration) testing is accomplished to visualize chloride penetration via cracks.

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Effect of the Insert Shape on the Improvement of Durability of Bolted Joints Applied to Composite Bogie Frames (복합재 대차프레임의 볼트 체결부 내구성 향상을 위한 인서트 영향에 관한 연구)

  • Kim, JunHwan;Shin, KwangBok;Kim, JungSeok
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.38 no.7
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    • pp.765-770
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    • 2014
  • This paper describes the study on a method for improving the structural durability of bolted joints applied to a composite bogie frame. In this study, three bolted joints with and without inserts and screw threads were selected for determining the effect of the inserts, using experiment and analysis. The structural performances of the proposed bolted joints were compared and evaluated using the test method prescribed by the ASTM D5961 standard. The results revealed that the bolted joint having an insert shape without the screw thread offered improved durability for application to a composite bogie frame. Furthermore, the structural integrity of the frame comprising the bolted joints was evaluated using finite element analysis according to the JIS E 4207 standard. The Tasi-Wu and Von-Mises failure criteria were used for determining the failure of the composite structure and bolted joints, respectively. A sub-modeling technique was introduced for investigating the performance of the bolted joints in greater detail. The analysis results demonstrated that the Tasi-Wu failure index of the composite structure near the bolted joints was reduced by approximately one-half after applying an insert without the screw thread. This implies that the structural durability of the bolted joints of a composite bogie frame could be improved by using a metal insert without the screw thread.