• Proceedings of the Korean Institute of Industrial Safety Conference
• /
• 2000.11a
• /
• pp.191-197
• /
• 2000

구조물 진단 등 기술적으로 체크되어 얻어진 결론의 보수보강대책이 새로운 보강용 제품을 사용해야만 하는 것으로 인식되어 가고 있다고 볼 수 있다. 기존의 실시결과가 그렇게 결론으로 제시하고 있기 때문으로 사료된다. 여기에는 해당구조물의 내구년한 에 따라 구조보강방식이 달라져야 함에도, 즉 보다 경제성을 고려한 보강이 되어야 함에도, 즉 보다 경제성을 고려한 보강이 되어야 함에도 적절히 고려되었는가 라는 질문에는 의문을 갖게 된다.(중략)

• Magazine of the Korea Concrete Institute
• /
• v.11 no.1
• /
• pp.201-208
• /
• 1999

In recent years, strengthening by steel plate, carbon fiber sheets, and carbon fiber laminate is spotlighted in order to repair and rehabilitation of R/C structures. In this study, 3 methods of rehabilitation technique were analyzed from the test results. Test parameters were the width of cracks, the method of repair and rehabilitation, the magnitude of pre-load. Deflections, failure loads, strains of reinforcing bar, strains of carbon fiber sheet, carbon fiber laminate and steel plate were measured during the tests. The primary purpose of this research was to analyze the failure mode and structural behavior of strengthened RC beams with/without superimposed pre-load. Test results should that no significant difference was observed between with pre-loaded specimens and no-loaded specimens during rehabilitation.

• 어항어장
• /
• s.1
• /
• pp.33-35
• /
• 1987

• 어항어장
• /
• s.34
• /
• pp.16-17
• /
• 1996

• Computational Structural Engineering
• /
• v.15 no.4
• /
• pp.7-21
• /
• 2002

• Geotechnical Engineering
• /
• v.21 no.7
• /
• pp.26-34
• /
• 2005

• 레미콘
• /
• no.1 s.38
• /
• pp.12-40
• /
• 1994

• 건축구조
• /
• v.8 no.2
• /
• pp.16-16
• /
• 2001

• The Journal of Engineering Geology
• /
• v.28 no.2
• /
• pp.277-295
• /
• 2018

As it has become difficult to secure new water resources through dam construction due to the critical social public opinions on dam construction from 10 years ago, it is necessary to review the existing water resources through the review of existing dams. Accordingly, access methods, such as planning, construction and management, were carried out using technologies already accumulated in relation to the repair and reinforcement of the dam. As a result of the repair and reinforcement, permeation grouting has been performed in many dams, but the establishment of the technology is insufficient so far, and the published paper at home and abroad is extremely rare. In this thesis, low-pressure penetration and grouting reinforcement technologies for the YC dam are analyzed in detail. As a result, penetration grouting has shown that it can be effectively applied to the improvement in the constallability of the core fill-like a YC dam. In addition, the technical details of the experience-proven penetration grouting are given in relation to the injection criteria. It is deemed that the specific analysis data of the Fill Dam penetration grouting technology through this study can be used as useful data for strengthening the repair of Fill Dam and reservoir.

• Journal of the Korea Concrete Institute
• /
• v.22 no.2
• /
• pp.149-158
• /
• 2010

Recently, numerous construction techniques for repairing and strengthening methods for above ground or air exposed concrete structure have been developed. However repairing and strengthening methods for underwater structural members under continuous loading, such as piers and steel piles need the further development. Therefore, this study develops an aqua epoxy, which can be used for repairing and strengthening of structural members located underwater. Moreover, using the epoxy material and strengthening fibers, a fiber reinforced composite sheet called Aqua Advanced FRP (AAF) for underwater usage is developed. To verify and to obtain properties of the material and the performance of AAF, several tests such as pull-off strength test, bond shear strength test, and chemical resistance test, were carried out. The results showed that the developed aqua epoxy does not easily dissolve in wet conditions and does not create any residual particle during hardening. In spite of underwater conditions, it showed the superior workability, because of the high viscosity over 30,000 cps and adhesion capacity over 2 MPa, which are nearly equivalent to those used in dry conditions. In case of the chemical resistance test, the developed aqua epoxy and composite showed the weight change of about 0.5~1.0%, which verifies the superior chemical resistance.