철골건축물은 화재시 강재의 내력저하로 인해 안전상의 문제가 발생하므로 내화피복을 실시하고 있다. 이때 국내에서 가장 많이 사용되고 있는 것이 내화뿜칠피복재로 초기제품에 대한 성능평가는 적절히 이루어지고 있으나 내구성에 대한 평가는 전혀 이루어지고 있지 못한 실정이다.이에 내화뿜칠피복재의 장기 내화성능 관리를 위하여 한국건설기술연구원에서는 내화뿜칠피복재의 유지관리지침(안)을 제시하였으나 세부적인 평가방법 보완 및 적용성 평가 등이 요구되었다.따라서, 본 연구에서는 이 내용 중 비교적 단기간에 내구성능평가가 가능한 촉진내구성 평가방법에 대하여 세부기준을 정하고 이에 대해 국내 3개사의 제품에 대한 적용성 평가를 실시하였다.<br>이는 향후 내화뿜칠피복재의 내구성관리에 이용할 수 있는 시험표준 작성의 기초자료가 될 것이며 제정될 표준의 적용성을 확인 할 수 있을 것이다.

Recently, water surface floating solar power system are few appeared some companies in the country. However, it is the reality of most structures using steel and the problem’s occurred in durability for error of design issues and corrosion. In order to solve these problems, research is being conducted for various materials but performance verification is insufficient. In this study, in order to predict the structural behavior of water surface floating solar power structure and to confirm the safety, it tried to understand the mechanical properties of PFRP, synthetic wood instead of steel.

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.

This paper discusses on the durability of developed high-performance shotcrete for Bobsleigh track construction in 2018 Pyongchang winter Olympic Game, concentrating on strength development, rapid chloride permeability, surface scaling, freeze-thaw resistance, and dry shrinkage

Performance tests of low noise expansion joint for durability were carried out. As a result of tests, low noise expansion joint had the fatigue durability and the resistant performance for transverse direction displacement

In case of reinforced concrete based structures, deterioration is mainly due to corrosion of steel rebar. So, the advanced construction rebar materials which have high resistance to corrosion should be developed with the application techniques. In Korea Institute of Construction Technology, the research project on hybrid reinforcing bars have performed since 2013 during 5 years. In this paper, the verification methodologies on corrosion and durability which will be applied to developed hybrid reinforcing bars are suggested

In this study, based on the field and laboratory experiments results of underground box culverts, a residual service life was numerically estimated via the statistical analysis and Monte Carlo simulation.

In this study, the underground box culvert were selected in nine construction sites and the influencing factors of underground structures on concrete degradation were verified through the field and laboratory experiments.

Cold-mixed asphalt concrete is used to resurface locally damaged area as patching technique. However, due to the durability of Cold-mixed asphalt concrete, resurfacing needs recur for the patching conducted area. Throughout marshall stability tests, residual stability tests, and wheel tracking tests of 12 different resurfacing materials, additional quality standards were suggested in this study such as higher than 7350N in stability test, air void range from 3% to 10%, and 750/mm in dynamic stability.

Many researches are conducted to reduce latex content because latex is expensive. In these study, the durability of concrete containing extra admixture was compared with latex mixing ratio. From the results, when latex content was increased, bending strength and bonding strength were increased. However, the compressive strength, relative dynamic young’s modulus and the amount of passing charge did not show a noticeable difference with latex ratio. And, the peak of micro-pores was changed from 100nm to 50nm

The results of the durability analysis of chloride attack and analysis of hydration heat, it was found that it was convenient to obtain the service life and minimum crack index of TBC from a wide range of water-binder ratio. However, it was analyzed that the crack index was difficult to obtain.

최근 건설 기술의 발달과 건설 환경 변화로 인하여 콘크리트 구조물이 대형화, 고층화되고 있으며 그에 따른 구조물 유지관리와 성능향상을 위한 보수 보강 및 주변환경과의 조화 등 외관을 중시하는 경향이 늘어가고 있다. 본 연구는 토목, 건축분야에서 사용되고 있는 콘크리트 구조물에 적용 가능한 친환경 내구성 도장에 관한 것으로, 기존 유 무기질계 도장재의 온도변화에 따른 신축성, 외벽과의 접착성, 균열과 박리로 인한 내구성 문제를 보완하고 외적 미관 향상에 목적이 있다. 그 방법으로 전처리 혼합물에 고농축 방수액과 접착증강재를 균일하게 혼합한 친환경 전처리 페인트를 조성하여 콘크리트 중성화방지, 내마모성, 은폐력, 접착력, 온도저항성, 내화학성등의 내구성 시험을 하였다. 그 결과, 친환경 전처리 페인트의 도장에 따른 은폐율은 시험기준인 0.96 이상으로 나타났으며, 내마모성시험에서도 일반 수성페인트값 75mg 보다 우수한 1mg의 값을 얻었으며, 인장강도는 방수시방서 기준보다 6.5배 크게 나타났다.

설계시의 결함, 사용 중의 손상, 극한 환경에 장기간 노출에 따른 열화로 인해, 콘크리트 구조물의 성능은 감소된다. 본 논문은 8개 구역을 가진 대도시 철도 고가교에 대한 현장조사를 수행하고 내구성 평가를 수행한 연구이다. 대상 구조물에 대하여, 현장조사를 수행하여 내구성능을 평가하였으며, 사용상의 문제점을 도출하였다. 또한 내구지수-환경지수 산정법을 이용하여 현 상태의 상부구조 및 하부구조에 대한 내구성 확보기간을 평가하였으며, 이상적인 준공상태를 가정한 조건으로 도출된 내구성 확보기간과 비교하였다. 대상 구조물은 RC T형교, PSC 거더교, RC 박스교, 라멘교 등이 포함되어 있었으며, 각 구조형식에 따른 문제점을 분석하였다. PSC 거더의 단부균열, PSC 거더의 휨균열, 외부강선보강 정착부 균열, RC 박스의 휨균열, RC T형교의 휨균열을 주된 문제점으로 평가되었으며, 이를 패턴화하여 원인을 제시하였다. 본 연구는 각 구간의 열화에 따른 보수시기의 계획에 효과적인 자료로 사용되어질 수 있다.

The more durability of structures has been concerned, the more attention of maintenance has been given. Durability index is introduced to evaluate the state assessment in the precise safety of diagnosis in this paper. Two field data have been implemented to this proposal method. The priority of maintenance is also suggested using by this application.

In this study, the hydration heat and chloride migration properties of marine concrete with respect to the water-binder ratio and binder type are investigated experimentally. According to research results, TBC(Ternary Blended Cement) applied marine concrete has a large water-binder ratio, the heat of hydration was found to be reduced and the chloride ion diffusion coefficient was small.

This paper presents the experimental results for durability of an NaOH designed with blast furnace slag through the test method of chloride ion resistance and freezing-thawing resistance, Carbonation. In order to compare with NaOH, normal concrete was also tested. Test results showed that NaOH exhibited lower durability performance than ordinary mortar.

This study is to propose a more reasonable durability prediction models about compression strength and carbonation of Seoul Metro. The Seoul Metro has been used more than 30 years and accumulated many diagnosis data for about fifteen years. As a result of the analysis of compressive strength and carbonation, we were able to draw prediction models with accuracy of more than 80% and confirmed the prediction model's reliability by comparing it with the existing models. We've also confirmed field suitability of the prediction models by applying field, the average error of an estimate on compressive strength and carbonation depth was about 20%, which showed an accuracy of more than 80%.

본 연구에서는 콘크리트 구조물의 합리적인 압축강도 및 탄산화 예측식을 제안하고, 이 제안식의 현장적용을 통한 보다 효율적인 터널 진단 및 유지관리 기법을 개발하였다. 이를 위하여 공용연수가 약 30년 이상 경과하였으며, 약 15년 동안 수회에 걸친 진단 및 점검으로 무수히 많은 현장 내구성 측정 데이터가 축적된 서울메트로를 대상 시설물로 선정하였다. 압축강도 및 탄산화 분석결과 80% 이상의 정확도를 확보하는 각각의 예측식을 도출하였으며, 기존 제안식과의 비교분석을 통하여 본 연구 제안식의 신뢰도를 확인하였다. 또한 제안식의 현장적용 결과 압축강도 및 탄산화 깊이에 대한 예측치의 평균오차율이 약 20%내외로서 80% 이상의 높은 정확도를 확보하는 것으로 분석되어 현장적용의 적합성을 확인하였다. 현장조사 전 내구성 예측 맵(Map)을 활용한 효율적인 유지관리 기법을 개발하였다. 예측 맵(Map) 활용 시 진단기술자 및 시설물 담당자는 설계기준강도에 미달되거나 탄산화로 철근부식 가능성이 높은 취약부위를 한 눈에 파악할 수 있으므로 일일이 조사를 수행하는 과정에서 취약부위를 도출해야 하는 현 조사기법 보다 효과적으로 터널 조사 및 유지관리를 수행할 수 있을 것으로 기대된다.

Radioactive waste repositories require long-term durability of concrete in contact with ground water. However, contact of the ground water leads to Ca2+ leaching process between pore water and pure water. Therefore, this study is aimed at investigating the effect of the leaching process of concrete based on their physical properties and durabilities. According to results, as the leaching period became longer, the pore volume is greatly increased and the chloride diffusion coefficient of the degraded concrete increased with leaching process.

It has been changed from conservative method that require partial destruction of concrete structure to new method that is nondestructive method or require just tissue of concrete structure for the stability evalution of concrete structures. The estimation technique that is the purpose of this project are very forehanded at the time of state-of-the-art equipments that give diagnosis work efficiency and accuracy is presented in this study. This study included that the discovering a equipment for collection of concrete powder, the suggestion of thermal analysis at the estimation of neutralization of concrete, the estimation technique for suggestion of appropriate repair time, the estimation methods that are to presume carbonation processing amount and to assume damage degree caused by freezing and thawing action.