• 한국건설순환자원학회논문집
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• 제9권3호
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• pp.236-245
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• 2021

노출 환경 및 설계 변수의 변화에 따라 내구수명은 큰 범위를 가지고 변화하게 되므로 설계자 입장에서는 내구수명의 변동성을 이해하는 것은 중요하다. 최근 들어 탄소 중립을 위하여 플라스틱 혼소재가 클링커 생산 시 원료로 사용되고 있는데, 이러한 경우, 시멘트의 염화물 함유량은 증가하게 된다. 본 연구의 목적은 플라스틱 혼소재를 사용하여 초기 염화물량이 증가할 경우, 다양한 노출 환경과 설계 변수를 고려하여 내구수명이 어떤 수준으로 변화하는지에 대한 연구이다. 이를 위해 4 수준의 초기 염화물량을 설정하였으며, 3 수준의 표면 염화물량을 포함한 다양한 환경 조건에 따라 내구수명을 LIFE 365 프로그램을 이용하여 평가하였다. 해석 변수로서 임계 염화물량, 고로슬래그 미분말 치환 혼입율, 물-결합재 비, 피복두께, 단위 결합재량, 초기 염화물량을 설정하였다. 초기 염화물량이 증가함에 따라 내구수명은 감소하는 경향을 보이지만 이 값을 1,000ppm까지 허용해도 내구수명의 큰 감소는 나타나지 않았다. 또한 슬래그 치환율을 증가시킬 경우 더 높은 내구수명을 확보할 수 있는데, 이는 고로슬래그 미분말이 외부 염화물 이온의 확산 저감과 동시에 자유 염화물을 고정시키는 효과가 있기 때문이다. 초기 염화물량의 허용 농도를 유럽기준과 같이 증가시키는 것도 지속가능성 향상과 탄소량을 저감시키는 데 도움이 될 것으로 판단된다. 또한 표면 염화물량이 낮고 혼화재(슬래그)를 사용한 경우, 초기 염화물량의 영향은 상대적으로 낮았지만 표면염화물량이 높은 경우, 노출환경을 고려한 신중한 배합설계가 필요하다.

• 콘크리트학회논문집
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• 제19권3호
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• pp.367-375
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• 2007

철근의 부식을 유발하는 임계 염소이온량에 대한 연구는 콘크리트 구조물의 건전성을 판단하고 내구성 설계 기법에 필요한 핵심적인 재료 물성치 임에도 그값이 아직도 모호한 실정이다. 임계 염소이온량에 대한 대부분의 문헌들은 임의의 시간에 실험적 방법에 의하여 전 염소이온량을 구하는데 집중하였다 또한, 다수의 문헌들은 대다수의 콘크리트에서 탄산화가 진행되고 있음에도 비탄산화된 콘크리트를 대상으로 실험하여 임계 염소이온량을 결정하고 있다. 그러나, 임계 염소이온량은 시멘트량, 시멘트계 재료의 종류, 염소이온의 고정화, 수산기이온 등과 같은 다양한 인자에 의하여 지배된다. 그러므로 다양한 배합조건에서 이러한 인자들을 고려할 수 있는 단일화된 해석적 기법의 개발이 필요하다. 본 연구의 목적은 이러한 다양한 요인을 고려하여 임계 염소이온량의 해석적 기법을 개발하는 것이다. 배합 조건, 노출 환경, 공극수의 화학적 발현 특성, 탄산화 등과 같은 다양한 인자들이 고려되었다. Gouda의 실험적 결과인 공극수내의 $[Cl^-]/[OH^-]$의 비율을 토대로 임계 염소이온량을 구할 수 있는 해석 기법이 정립되었다. 이는 시멘트계 재료의 수화 시뮬레이션 프로그램인 HYMOSTRUC을 이용하여 질량 단위로 구해졌으며 발표된 실험적 결과 및 관련코드와 비교되었다. 본 연구의 접근 방법은 해사 혹은 해수와 같은 염소이온의 도입원 조건에 따라서 임계 염소이온량을 결정할 수 있는 합리적 해를 제공해줄 수 있을 것으로 기대된다.

• Journal of the Korean Wood Science and Technology
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• 제10권3호
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• pp.133-134
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• 1982

This experiment has been made to investigate the absorption of watersoluble zinc chloride by Pinus densiflora S. et Z. at different moisture content, under soaking process, to decide the optimum content condition for the maximum absorption of zinc chloride by the wood tested and to investigate the concentration of zinc chloride affecting each moisture content of wood. Material was cut in the Dept. of Forest, College of Agr. S.N.U. Suwon, Korea. Sample was divided into sap and heartwood group and cut $2{\times}2{\times}2\;cm$ in size, having exact three dimensions, using the part of D.B.H. The numbers of sample were 20 pieces for each moisture content condition for both sap and heartwood. Especially, the samples were protected from exposure to keep moisture content in green condition. The ranges of moisture content tested were as the table 3 and 4. The conclusions were as follows: 1. With 3% zinc chloride solution, the rate of absorption decreased with the time increased, if the air seasoned Korean red pine (Pinus densiflora S. et Z.) was treated in steeping process. Initial absorption for 30 minutes was more than 50% of total absorpon for 24 hours. 2. Rate of absorption was same under the green condition, while rate of absorption under the moisture content 7 to 30% varied. 3. Although it was not quite proportional change in the absorption with the difference of moisture content, the great change in the absorption occured by seasoning. With exception sap green condition, sapwood twice more permeable than the heartwood in the oven dried condition and it has been observed the nearly same amount of absorption at the moisture content of 7%, 10% and 15% respectively in heartwood. 4. It was better from water in wood from view-point of absorption of zinc chloride solution, but it was difficult practically to obtain the smallest moisture content, and then it was decided that values of allowable moisture content, on the basis of mean absorption, were 15% to 20% in the sapwood, and in the heartwood, 10% to 15%. The mean absorption for each moisture content in the sap and the heartwood were as following. 5. In general, the concentration of zinc chloride after steeping was nearly same between moisture content and sap and heartwood respectively.

• 한국산업융합학회 논문집
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• 제25권2_2호
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• pp.289-297
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• 2022

Deterioration in durability of structures due to the steel corrosion is difficult to determine whether or not corrosion is initiated and how much propagated, and moreover, repair and maintenance are not easy to deal with. Therefore, preventive treatments can be the best option to avoid the deterioration. Various methods for preventing corrosion of steel, such as electrochemical treatments, anti-corrosion agents and steel surface coatings, are being developed, but economic and environmental aspects make it difficult to apply them to in-situ field. Thus, the purpose of this study was to improve corrosion resistance by using CA-based clinker that are relatively simple and expected to be economically profitable Existing CA-based clinkers had problems such as flash setting and low strength development during the initial hydration process, but in order to solve this problem, CA clinker with low initial reactivity were used as binder in this study. The cement paste used in the experiments was replaced with CA₂ clinker for 0%, 10%, 20%, and 30% in OPC. And the mixture used in the chloride binding test for the extraction of water-soluble chloride was intermixed with Cl- 0.5%, 1%, 2%, and 3% by weight of binder content. To evaluate characteristic of hydration heat evolution, calorimetry analysis was performed and simultaneously chloride binding capacity and acid neutralization capacity were carried out. The identification of hydration products with curing ages was verified by X-ray diffraction analysis. The free chloride extraction test showed that the chlorine ion holding ability improved in order OC 10 > OC 30 > OC 20 > OC 0 and the pH drop resistance test showed that the resistance capability in pH 12 was OC 0 > OA 10 > OA 20 > OA 30. The XRD analyses showed that AFm phase, which can affect the ability to hold chlorine ions, tended to increase when CA₂ was mixed, and that in pH12 the content of calcium hydroxide (Ca(OH)₂), which indicates pH-low resistance, decreased as CA₂ was mixed

• Computers and Concrete
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• 제19권5호
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• pp.489-499
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• 2017

Self-Compacting Concrete (SCC) is a new technology capable to flow without segregation or any addition of energy which leads to efficient construction and cost savings. In this study, the effect of replacing the Ordinary Portland Cement (OPC) with Fly Ash (FA) on the strength, durability of the concrete was investigated experimentally, and carbon footprint and cost were also assessed. Four different replacement FA ratios (0%, 20%, 40% and 60%) were used to create four SCC mixes. Standard test methods were used to determine the workability, strength, and durability of the SCC mixes including resist chloride ion penetration, water permeability, water absorption, and initial surface absorption. The axial cube compressive strength tests were performed on the SCC mixes at 1, 7, 14, 28 and 35 days. Replacing the OPC with FA had a significant positive impact on chloride iron penetration resistance and water absorption but had a considerable negative impact on the compressive strength. The SCC mix with 60% FA had 36.7% and 15.8% enhancement in the resistance to chloride ion penetration and water absorption, respectively. Evaluation of the carbon footprint and the cost of each SCC mixes showed the $CO_2$ emissions mixes 1, 2, 3 and 4 were significantly reduced by increasing the FA content from 0% to 60%. Compared with the control mix, the cost of all mixes increased when the FA content increased, but no significant differences were seen between the estimated costs of all four mixes.

• Geomechanics and Engineering
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• 제15권4호
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• pp.997-1004
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• 2018

The brine leakage is a tough problem in artificial freezing engineering. This paper takes the common soft clay in Wujiang District as the study object, and calcium chloride solutions with six salinity levels were considered. The 'classic' cooling curve method was employed to measure the freezing point of specimens after freeze-thaw. Results indicate that four characteristic stages can be observed including supercooling, abrupt transition, equilibrium and continual freezing, strongly dependent on the variation of unfrozen water content. Two characteristic points were found from the cooling curves, i.e., freezing point and initial crystallization temperature. A critical value for the former exists at which the increment lowers. The higher the saline content approximately linearly, lower the freezing point. In the initial five cycles, the freezing point increases and then stabilizes. Besides, the degree of supercooling was calculated and its correlations with water, salt and freeze-thaw cycles were noted. Finally, an empirical equation was proposed for the relationship of freezing point and three main factors, i.e., water content, saline content and freeze-thaw cycles. Comparison of calculated and measured data proves that it is reliable and may provide guidance for the design and numerical analysis in frozen soil engineering.

• KSBB Journal
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• 제6권2호
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• pp.207-213
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• 1991

In this study poly (1-methyl-4-vinylpyridinium iodide-co-styrene) membrane with pyridinium cation as a fixed carrier was synthesized and the transport characteristics of the membrane was examined over various factors. As the concentration of the fixed carrier in the membrane was increased, the water content was increased. Meanwhile, the counter current of the organic anion and the chloride ion, the following results were obtained. Initial flux of Cl-, organic anion and Na+ decreased with the increasing thickness of membrane, and as the concentration of the fixed carrier increases, the initial flux of Cl- and organic anion increase but the initial flux of Na+ decreased. The flux equation of the organic anion, CCl3COO- was obtained from saturation kinetics as follows;$V_{o}=\frac{(8.67{\times}10^{-5}){\cdot}[NaCl]}{9.63{\times}10^{-2}+[NaCl]} mol/cm^2h$

• 한국구조물진단유지관리공학회 논문집
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• 제12권5호
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• pp.161-168
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• 2008

해양콘크리트의 대표적인 내구성 열화요인이라 할 수 있는 동결융해나 염해의 경우는 콘크리트내의 공극특성에 따라 침투 및 확산특성이 크게 상이하게 되는데, 이는 동결융해저항성 확보를 목적으로 사용되고 있는 AE제의 종류나 사용량 그리고 그의 경시변화 특성 등과 매우 밀접한 관계가 있다. 따라서 본 연구에서는 굳지않은 콘크리트의 목표 공기량을 각각 4~6%와 8~10%로 계획하여 실내시험을 실시한 후, 모의부재에서는 4~6%를 대상으로 평가하였다. 실험결과, 경화콘크리트의 공기량은 재령 7일에서 각각 2.5~5.2%, 재령 28일에서는 각각 2.4~5.1%정도로서 비빔직후 목표공기량의 절반수준인 것으로 나타났고, 동결융해 반복에 따른 스케일량은 목표공기량 8~10%의 경우가 4~6%에 비해 미미한 수준에서 다소 유리한 것으로 평가되었다. 한편, 모의부재에서 채취한 코어공시체의 동결융해 및 염화물 확산특성에서는 동일배합조건의 실내시험 결과에 비해 다소 불리한 것으로 나타났는데, 실내실험 결과에 비해 동결융해는 106%, 염화물 확산계수는 160% 수준인 것으로 나타났다.

• Plant Biotechnology Reports
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• 제4권1호
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• pp.9-13
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• 2010

Guggulsterone, a hypolipidemic natural agent, is produced in resin canals of the plant Commiphora wightii. In this study, the stimulatory effects of growth retardants [ALAR (N,N-dimethylaminosuccinamic acid) and CCC (chlormequat chloride)] and fungal elicitor on guggulsterone accumulation in cell cultures of C. wightii are reported. CCC at $1\;mg\;l^{-1}$ enhanced guggulsterone content (${\sim}123\;{\mu}g\;l^{-1})$ when added on the fifth day after inoculation, while ALAR at $2.5\;{\mu}g\;l^{-1}$ increased guggulsterone content (${\sim}116\;{\mu}g\;l^{-1}$) when added on the tenth day. In a two-stage fed-batch process, combined treatment with fungal elicitor and growth retardant caused a significant increase (${\sim}353\;{\mu}g\;l^{-1}$) in guggulsterone content in cell cultures after 17 days of growth. This represents an approximately fivefold increase over the guggulsterone contents in initial cultures of this plant.

• 한국건설순환자원학회논문집
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• 제12권2호
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• pp.143-151
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• 2024

본 연구에서는 콘크리트 슬럼프 및 압축강도와 시멘트 염소 함량을 포함한 기타 요인과의 상관관계에 대해 통계적으로 분석하였다. 시멘트 염소 함량은 236 ~ 794 ppm 범위로 선정했으며, 기타 물성들은 KS L 5201 규격에 만족하는 시멘트를 사용하였다. 분석 결과, 어떠한 요인들과도 초기 슬럼프와는 상관관계가 존재하지 않았다. 슬럼프 경시변화에서의 염소 성분은 강한 음의 상관관계를 나타내고 있으며, 1일 ~ 7일 압축강도에서는 강한 양의 상관관계를 갖고 있는 것으로 분석되었다. 한편, 28일 압축강도에서는 염소 성분과 압축강도 간의 상관성이 없는 것으로 확인되었다.