HIP처리가 가스터빈 고정익 등 고온부품에 적용되는 열차폐 코팅층의 접착강도 및 고온특성에 미치는 영향을 조사하였다. 시편은 IN738LC 초합금 표면에 8wt%Y2O3-ZrO2분말을 플라즈마 용사법으로 코팅한 후 1200˚C, 100MPa의 고온, 고압에서 4시간 동안 HIP 처리하여 준비하였다. 실험결과 HIP 처리된 코팅의 경우 미세균열과 기공이 상당량 감소하였으며 EDX분석을 통해 계면에서 원자간 상호확산이 발생한 것을 확인하였다. 이러한 코팅층의 치밀화 및 상호확산으로 인해 HIP처리된 코팅층의 접착강도는 48% 이상 크게 증가하였으며 조직 또한 균질화 되었다. 반면 가열과 냉각이 반복되는 환경에서 코팅층의 내구력은 HIP 처리된 경우가 다소 저하되었다. 이는 코팅과 모재와의 열팽창 차이로 인한 변형을 완화시켜주는 기공과 미세균열이 감소되었기 때문으로 판단된다.

본 연구에서는 코어직경에 따른 시멘트 모르타르의 부착강도 변동 특성을 분석하기 위하여, 코어직경 50mm 부착강도 13개 데이터와 코어직경 75mm 부착강도 17개 데이터를 활용하여 분석하였다. 부착강도의 평균값을 비교하면 코어직경 75mm의 값이 코어직경 50mm의 값에 비해 10.5% 정도 크게 나타났으며, 코어직경에 따른 부착강도의 변동계수(Coefficient of Variation) 값을 비교·분석한 결과 코어직경 75mm의 변동계수가 모든 시험 회차에서 상대적으로 작게 나타났다. 그러므로, 코어 직경에 따른 부착강도의 변동성을 최소화 하기 위해서는 코어직경 75mm를 사용하는 것이 바람직할 것으로 판단된다.

본 연구는 철근 콘크리트 내 강제 부식된 철근의 단조가력(Monotonic loading) 부착성능을 파악하고, 추후 해석모델 검증을 위한 데이터를 확보하기 위한 것이다. 이를 위해 이전 연도에 진행된 연구(철근 콘크리트의 가속 부식 실험 방법 정립 및 부식 특성 분석)를 바탕으로 제작된 철근 콘크리트 부재의 부식이 진행되었다. 철근의 직경, 철근 부식도, 콘크리트 압축 강도가 실험 변수로 지정되었고, 선행 연구를 바탕으로 자체 제작한 인발 시험기를 활용하여 실험 변수에 따른 철근의 콘크리트 인발 거동을 실험하였다.

기존의 정수처리 방법으로는 제거되지 않는 물질이 발생함에 고도정수 처리 시설의 도입이 증가하고 있다. 그러나 오존을 이용한 고도정수처리 시설의 내부 방수·방식재는 오존의 산화력에 의해 열화되며 콘크리트까지 영향을 미쳐 내구성 저하의 원인이 된다. 본 연구에서는 내오존성 및 내화학성이 뛰어난 금속 패널을 기존의 시공법 보다 손쉬운 방법으로 시공하기 위한 방법으로 금속용사 공법을 이용하여 수처 리 시설 콘크리트 구조물의 열화를 원천적으로 방지하기 위한 마감공법 개발 연구의 일원으로 용사금속 종류 및 피막의 표면처리 방법에 따른 내오존성 평가를 실시하였으며, 오존처리 후의 부착강도를 평가하였다. 실험결과 용사금속 Ti이 용사 후에도 내오존성이 뛰어난 것으로 나타 났으며 표면처리 방법으로는 테프론계 봉공처리제를 사용하여 마감하는 것이 내오존성 및 부착성능 확보에 가장 적합한 방법이라 판단된다.

In this study, presents the mechanical bond strength properties of mortar using bio polymer in seaweed. The evaluation was based on the method presented in KS F 2762. It was confirmed that the resistance performance all levels of biopolymer using mortar excellent performance with bond strength over 1.0 MPa as defined in KS F 4042 『Polymer-cement mortar for Concrete Structures』.

The purpose of this paper is to assess the effect of surface characteristic of GFRP rebar on concrete-reinforcement bond behavior. For sample preparation, 10 GFRP rebar with two types of surface conditions were used to fabricate 15×15×15cm sized GFRP reinforced concrete. Then, pull-out test was carried out on each concrete samples until the maximum bond strength was achieved. From the test result, it was found that the maximum bond strength at the lattice type is 1.38 times higher than that for unidirectional surface.

This research developed the fiber pullout impact test machine to investigate interfacial bond strength between fiber and cement based matrix under high velocity. To achieve the goal, firstly the existing pullout test machines were investigated. And then, these drawback were comprehended. Finally, Fiber pullout impact test machine base on strain energy frame impact machine was proposed.

The maximum bond strength of PCS-coated rebar with ultra high-early strength cement and EVA at polymer-cement ratio of 80%, curing ages of 7-day, and coating thickness of 100㎛ is about 1.32 and 1.38 times respectively, the strength of uncoated rebar and epoxy-coated rebar. It is also high bond strength at coating thicknesses of 75㎛ and 100㎛ compared with 150㎛ and 250㎛. It is apparent in this study that the coating thickness is very important factors to improve the bond strength of PCS-coated rebar to cement concrete.

In this study, cement mortar (KS F 4042) used for repairing concrete structures was evaluated for compressive strength and bond strength according to the mixing ratio of polymer. From the experimental results, it was confirmed that as the polymer content increases, the bond strength properties increase, but the compressive strength decreases slightly at a certain rate.

This study examined the safety and reliability of code equations for the bond strength of FRP bars with concrete using test data compiled from the different sources. ACI equations have a better agreement with test results, whereas high overestimation is observed in JSCE equations.

This research developed the fiber pullout impact test machine to investigate interfacial bond strength between fiber and cement based matrix under high velocity. To achieve the goal, firstly the existing pullout test machines were investigated. And then, these drawback were comprehended. Finally, Fiber pullout impact test machine base on strain energy frame impact machine was proposed.

The maximum bond strength of PCS-coated rebar with ultra high-early strength cement and EVA at polymer-cement ratio of 80%, curing ages of 7-day, and coating thickness of 100㎛ is about 1.32 and 1.38 times respectively, the strength of uncoated rebar and epoxy-coated rebar. It is also high bond strength at coating thicknesses of 75㎛ and 100㎛ compared with 150㎛ and 250㎛. It is apparent in this study that the coating thickness is very important factors to improve the bond strength of PCS-coated rebar to cement concrete.

In this study, cement mortar (KS F 4042) used for repairing concrete structures was evaluated for compressive strength and bond strength according to the mixing ratio of polymer. From the experimental results, it was confirmed that as the polymer content increases, the bond strength properties increase, but the compressive strength decreases slightly at a certain rate.

Change in the adhesion strength between AR-glass textile and concrete was performed through pull-out test with longitudinal (load direction) and transverse development length. In case of longitudinal development length, adhesion performance was not shown. But in case of transverse, adhesion performance was increased according to the increasing transverse textile length.

Recently, Advanced water treatment facilities with Ozone are being introduced domestically. However, waterproofing/corrosion prevention construction method of concrete structure for existing advanced water treatment makes waterproofing/corrosion prevention materials and concrete deteriorated because of strong oxidation of ozone. Therefore, in this study, It was evaluated in ozone resistance and bond strength of metal spraying coating.

Result of test, adhesive strength improved 7% in 4℃ when test object used vibrating roller than unused vibrating roller. In case of 20℃, it improved 16.9%. Therefore, using vibrating roller is useful in construction of waterproofing layer because the test showed that using vibrating roller has excellent adhesive strength han unused it.

Concrete and bar of bond performance used in the most RC structure. So Through recent studies and experiments for the attachment behavior of concrete and steel issues and evaluate their characteristics. Bar are two was used as the D13 and D16. The Bond stress was increased result of experiment by placing a variable length according to the Bond stress formulation according to the diameter and reinforced.

Recently, Advanced water treatment facilities with Ozone are being introduced domestically. However, waterproofing/corrosion prevention construction method of concrete structure for existing advanced water treatment makes waterproofing/corrosion prevention materials and concrete deteriorated because of strong oxidation of ozone. Therefore, in this study, using a metal spraying system was evaluated for bond strength between concrete and metal spraying coating.

Because significant difference between normal concrete and fiber reinforced ultra-high strength concrete under tension and compression, bond behavior also have significant difference. Bond behavior may affect to the flexural behavior and shear behavior of reinforced concrete beams. Especially, because ultra high strength concrete usually be used as precast members, bond between concrete and steel rebar should be safely and accurately evaluated for design. In this study, bond test results about ultra high strength fiber reinforced concrete were investigated and evaluated with various types of prediction methods, especially for empirical equations.

Bond strength of PCS-coated rebar is better than that of uncoated rebar and epoxy-coated rebar. It is also high bond strength at curing ages of 7-day or less, and coating thicknesses of 75 μm and 100 μm. The maximum bond strength of PCS-coated rebar at curing age of 3-hour is almost same as that of curing age of 1-day and 7-day. The maximum bond strength of PCS-coated rebar with EVA at polymer-cement ratio of 100%, and coating thickness of 100 μm is about 1.23 and 1.29 times respectively, the strength of uncoated rebar and epoxy-coated rebar. It is apparent that the curing age, coating thickness and polymer cement ratio are very important factors to improve the bond strength of PCS-coated rebar to cement concrete. We can havebasic information that it can replace epoxy coated rebar by the PCS-coated rebar with curing age at 3-hour and coating thickness of 100 μm.