Analyzing the change of concrete pore structure due to carbonation and, also, considering the decrease of chloride binding capacity and the release of combined chloride ions, we established a comprehesive theoretical model which can reflect the influence of carbonation on chloride transport.

Chloride attack, one of the reasons for early deterioration of concrete, is a phenomenon where detrimental ions such as chlorine ion penetrate into concrete from outside to diffuse and corrode the steel rebar, greatly deteriorating the durability of RC members or structures. Sources of chloride attack can be divided into the direct / indirect influence caused by seawater or its splash in the maritime environment and the de-icing salts used for the purpose of thawing the ice on the wintry road. Most notably, the usage of de-icing salts is essential for the safety of drivers and smooth traffic flows in expressways. However, they also quicken the deterioration of concretes, necessitating the countermeasures for the problem. This paper discusses the early deterioration and measurements of RC Structures under de-icing salts environments.

Industrial by-products in combination with FA, BS was excellent compressive strength, chloride penetration resistance by OPC 60(W/C 60%) based on the comparative analysis. The most effective periods were BS 28 days and FA 56 days.

In this study, we evaluate the chloride ion permeability of steel fiber rein-forced concrete. NT Build 492 experiment was used for the evalation. During the cast of SFRC, compaction works were done in same level. As a result, the chlorine ion permeability of the steel fiber rein-forced concrete is affected by Water-cement ratio. Effect of pores in the SFRC on permeability is dominant. In conclusion, it is important to get better quality of during cast in accordance with the addition of steel fiber ratio.

The concrete frames are deteriorated by the corrosion of reinforcement bars. To consider the corrosion effect on the seismic performance of concrete frames, the probabilistic approach method such as the Monte Carlo simulation (MCS) is utilized. However, MCS has a weakness that a lot of computation time is required. In this study, the evaluation method for the seismic performance of chloride-corroded reinforced concrete moment frames using multi-cores is presented to reduce the computation time.

This study is the study of the chlorine ion penetration resistance of the study of the natural durability enhancement materials that can reduce cracking of the concrete. The durability enhancement materials of natural were substituted 10%, 20%, 30% of cement, the results were confirmed excellent chlorine ion penetration resistance as the more increasing the natural durability enhancement.

As a result of strength test on FA and BFS, FA concrete showed higher increase of strength compared to OPC, when FA4000 and FA5000 were mixed 30%, respectively. For BFS concrete, those mixed with 30% and 50% of BFS8000, respectively, showed higher or equivalent strength compare to OPC. As a result of test of chloride penetration on FA and BFS, diffusion coefficients of concrete mixed with 30% FA4000 and FA5000, respectively, showed to restrain average 6.5% of diffusion coefficient compared to OPC. And in case of BFS concrete, those mixed with BFS6000 and BFS8000, restrained diffusion of chloride ions 253% and 336%, respectively, compared to OPC. Therefore, Mixing 50% of BFS was most efficient in order to maximize restraint of chloride penetration according to metathesis of large amount.

The purpose of this study is to evaluate the factor of determining chloride content in fresh concrete. Usually, in construction field, ion electrode method is used as a test for chloride content. As a result of this study, Ion electrode has a problem of interfering ion effect and requires special care in handling.

최근 세계적으로 탄소포집 및저장(CCS, carbon capture and storage)기술에 대한 연구가 많이 수 행되고 있다. 이번 연구는 폐시멘트 미분을 이산화탄소를 포집하는 광물탄산화(mineral carbonation)의 효율적인 재료로 활용하기 위한 연구의 일환으로 수행하였다. 0.15 mm 미만으로 체가름된 시멘트 풀 (W:C = 6:4)과 200 ㎖ 용액을 포함하는 반응용기에 순도 99%의 CO2 가스를 주입하는 직접수성탄산화 실험을 수행하고, 두 종류 첨가제(NaCl, MgCl2)의 탄산화에의 영향을 분석하였다. 특히, 첨가제의 종류 와 pH변화에 따른 탄산화 과정, 생성되는 탄산염광물의 종류와 특성에 대하여 자세히 연구하였다. 직접수성탄산화 실험 결과 pH는 CO2의 주입으로 지속적으로 감소하였다. Ca2+ 이온 농도는 MgCl2가 첨가제로 활용한 경우에는 지속적으로 감소하였지만 MgCl2를 첨가하지 않은 경우에는 감소하다가 pH 가 낮아짐에 따라 생성된 탄산염광물의 용해로 다시 증가하는 경향을 보였다. 생성물질에 대한 X-선 회절분석 결과, MgCl2를 첨가하지 않은 경우에는 방해석이 우세하게 나타났고, MgCl2를 첨가제로 활용 한 경우에는 Mg2+ 이온의 영향으로 아라고나이트가 우세하게 나타났다. 또한 pH 단계별 직접수성탄산 화 실험결과, MgCl2를 첨가하지 않은 경우에는 pH가 높은 실험 초기에 나타난 바테라이트는 pH가 낮 아질수록 결정도가 좋은 방해석으로 전환되는 것을 확인하였고, MgCl2를 첨가제로 활용한 경우에는 pH가 낮아질수록 방해석의 함량은 감소하고 아라고나이트의 함량이 증가하는 것을 알 수 있었다.

This study examined dynamic and characteristics and chloride penetration of concrete mixed with large amount of FA and BFS, which are considered for positive application to construction fields with purpose of long-tern durability of concrete structures. As a result of strength test on FA and BFS, FA concrete showed higher increase of strength compared to OPC, when FA4000 and FA5000 were mixed 30%, respectively. For BFS concrete, those mixed with 30% and 50% of BFS8000, respectively, showed higher or equivalent strength compare to OPC. As a result of test of chloride penetration on FA and BFS, diffusion coefficients of concrete mixed with 30% FA4000 and FA5000, respectively, showed to restrain average 6.5% of diffusion coefficient compared to OPC. And in case of BFS concrete, those mixed with BFS6000 and BFS8000, restrained diffusion of chloride ions 253% and 336%, respectively, compared to OPC. Therefore, Mixing 50% of BFS was most efficient in order to maximize restraint of chloride penetration according to metathesis of large amount. For relation between compression strength and diffusion coefficient of FA and BFS concrete, as strength increased, diffusion coefficient decreased. In this study, when mixing FA and BFS to concrete for long-run durability and restraint against chloride penetration, for FA, mixing it to concrete with less or equivalent 30% of replacement rate was most efficient. And for BFS, as fineness was higher and mixing it to concrete with less or equivalent 50% of replacement rate, there were results of higher strength compared to OPC and more efficient restraint of chloride ions.

콘크리트의 전기저항은 철근부식 개시 이전인 잠복기와 철근부식되는 진전기 두과정과 유관된다. 염소이온에 노출된 콘크리트 구조물의전기저항은 초기 부식율의 위험도를 표현할 수 있는데, 낮은 전기저항은 빠른 염소이온 침투와 높은 부식속도를 의미하기 때문이다. 콘크리트의 전기저항은 인가된 전압과 전류간의 비율인 전기저항으로 표현된다. 이전의 연구에 의하면 콘크리트의 전기저항은 콘크리트내 수분량, 미세구조 및 탄산화 등에 크게 의존하였다. 습윤량과 전기저항의 관계를 다룬 연구가 적지만 존재하는 반면, 염소이온이 전기저항에 미치는연구를 행한 연구는 매우 드물다. 본 연구의 목적은 염소이온이 콘크리트의 전기저항에 미치는 영향을 고찰하는 것이다. 실험결과에 의하면 염소이온량은 전기저항을 떨어뜨리는 것으로 나타났으며 이는 선형의 관계가 성립되었다. 초기 양생 50일 이전까지 전기저항의 감소추세는 뚜렷하였으며, 이후로는 염소이온량과 상관없이 일정하였다. 결과적으로 본 연구는 염소이온량을 함유한 콘크리트의 전기저항을 표현하는데 결정적인 방법을 제안하였다.

Chloride penetration resistance test was conducted for verifying anti chloride of shotcrete toward change of slag amount in shotcrete. This research compared with each charge passed of material age 28 specimens, which are the results of the chloride penetration resistance test. The result show the shotcrete mixture with slag has great effect on the improvement of anti chloride.

The purpose of this study is to explore the time dependant behaviors of chloride ions adsorption with cement hydrates, focused on its mechanism. AFt phase and CH phase were not able to absorb chloride ion, however, C-S-H phase and AFm phase had a significant chloride adsorption capacity. Based on the results, this study suggested theoretical approach to depict chloride adsorption behavior with elapsed time of C-S-H phase and AFm phase effectively. AFm phase showed a slow chemical adsorption in 40 days, while C-S-H phase showed binding behavior with 3 stages including the stage of instantaneous physical adsorption other stages.

The purpose of this study is to examine and quantify the effect of chloride content on surface electrical resistivity measurement of concrete. It was obvious that chloride content had influenced the resistivity of concrete and the relationship showed a linear function. That is, concrete with chloride ions had a comparatively lower resistivity. Decreasing rate of resistivity of concrete was clear at early time, however, after 50 days resistivity was constant irrespective of chloride concentration. Conclusively, this paper suggested the quantitive solution to depict the electrical resistivity of concrete with chloride content.

This study aims at evaluation of compressive strengths and coefficients of chloride ion diffusion in concrete specimens using plain, chemical admixture PNH deveoped for anti-chloride corrosion, commercially available product of B company and blast furnace of granuate slag(BSF). It is found throughout experiments that most cases of compressive strengths are almost similar except using BSF, but the PNH has the highest resistance against chloride attack.s

2,3,5-Triphenyltetrazolium chloride (TTC)는 산화환원지시약으로 미생물의 증식에 의한 산소 소비를 쉽게 확인할 수 있다. 용해 후 무색의 형태를 띠고 있으나 생리활성이 있는 조직에서는 탈수소 효소(dehydrogenases)에 의해 환원되어 빨간색의 불용성 1,3,5,-triphenylformazan (TPF)가 된다. 본 연구에서는 병원성 미생물(Staphylococcus aureus, Pseudomonas aeruginosa, Escherichia coli, Enterococcus faecium, Candida albicans)에 TTC 지시약을 활용하여 미생물 성장시험에 대해 확인하였다. 시험 균주에 TTC를 첨가하여 확인한 결과, 모두 탈수소효소 반응으로 인한 TPF 형성으로 붉은색 콜로니를 관찰하였다. 이후 TTC 0.04% 이상의 농도 및 12 h 이상 배양조건으로 최적화 실험 후 균주별 CFU 값을 통해 TPF 발현능을 확인하였다. 결국 TTC가 병원성 세균 및 효모균 성장에 큰 영향을 끼치지 않으며 배양 시 세균의 경우 12 h, 효모균의 경우 48 h 이후부터 확인이 가능하였다. 이러한 결과들로부터 TTC를 활용한 미생물 성장 확인 시험법이 더 신속 정확한 방법으로 화장품 연구에 활용 가능할 것으로 사료된다.

The solid phase extractant (PVC-D2EHPA bead) was prepared by immobilizing di-2-ethylhexyl-phosphoric acid (D2EHPA) with polyvinyl chloride (PVC). The prepared PVC-D2EHPA beads were characterized by using fourier transform infrared spectrometer (FTIR) and scanning electron microscopy (SEM). The removal experiments of Cu(II) by PVC-D2EHPA beads conducted batchwise. The removal kinetics of Cu(II) was found to follow the pseudo-second-order model. The equilibrium data fitted well with Langmuir isotherm model and the maximum removal capacity was 2.6 mg/g at 20℃. The optimum pH region was in the range of 3.5 to 6. and the standard free energy (△Go) was between –4.67 ∼–4.98 kJ/mol, indicating the spontaneous nature of Cu(II) removal by PVC-D2EHPA beads.

본 연구에서는 콘크리트내로 침투하는 염소이온을 모니터링하기 위하여, 스크린프리트 기법으로 염소이온 반응형 부식센서를 개발하고, 센서의 세선 수가 부식반응도 및 민감도에 미치는 영향을 실험을 통하여 정량적으로 분석하였다. 개발된 부식센서를 이용하여 염소이온량에 따라 부식 반응도을 확인하였으며, 센서의 파괴정도에 따른 저항변화에서는 단선형 센서보다 다선형 센서에서 큰 저항 변화를 나타내었다. 또한, 부식센서는 NaCl 수용액의 농도가 높은 만큼 센서의 저항변화가 크고, 콘크리트 내에서 센서 종류에 따른 부식저항은 단선형보다 다선형에서 민감도가 높게 나타났으며, 센서의 매설깊이가 클수록 저항변화 사이클 (cycle)은 증가하였다. 이상의 결과로, 본 연구에서 개발된 부식센서는 염분에 대한 부식반응과 민감도, 저항의 변화를 감지할 수 있었으며, 특히 7세선이 우수한 결과를 나타내어, 염분의 침투정도를 모니터링 하는데 가장 적합하다고 판단된다.

In the attempt to predict life time in a concrete, some modified pore structure in concrete was taken accounted to a diffusion modelling. As a result, total length coming from MIP and LTM methods was somewhat inconsistent with corresponding value from profiling. The reason was assumed that overestimated surface chloride content and penetration length with unaccurate determination of continuous pores.

Traditionally main driving force of chloride penetration in concrete have been regarded as diffusion, however, large construction such as tunnel elements and foundations for bridges can be placed on large sea water depths where the water pressure is fairly different from the pressure in the splash zone. Moreover, hydrostatic pressure increases in proportional to measured depth from the surface of water because of the increasing weight of water exerting downward force from above. In this study, new experiment method to estimate chloride penetration of concrete under water pressure is introduced. When the life length for such a concrete structure on a large sea water depth is estimated using the normally used models, the concrete test specimen