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논문 기본 정보

자료유형
학술대회자료
저자정보
강효진 (서울산업대학교 대학원) 우영제 (B&K방수기술연구소) 강호경 ([주] KT 운용시스템 연구소) 오상근 (서울산업대학교 건축학부)
저널정보
한국건축시공학회 한국건축시공학회 학술발표대회 논문집 한국건축시공학회 2002년도 학술.기술논문발표회
발행연도
2002.1
수록면
43 - 48 (6page)

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Since the basement building like the communication hole and etc. is built under the ground where it is pressed by the water, the leakage happens due to the dried-shrinking crack, the sinking crack, the creation of the work-joint of the building and etc. caused by the character of the material and construction way of the reinforced concrete building. Especially, a lot of repair for the leakage cannot help but being taken in temporary way without any noticeable countermeasure. Therefore, this kind of repair is socially criticized many times that this is defective construction even if this costs a lot. The fundamental reason of the above mentioned symptoms can be found in the creation of the work-joint caused by the character of the concrete building, the limitation of the physical performance of the existing water-proof and repair material, the limitation of the construction, the limitation of the physical sustaining performance of the concrete building, the limitation(heat-injury, deterioration) of the constancy of the durability caused by aging and etc. Therefore, in this study, we would like to present the better understanding on the water-proof seal relating to the application at the spot and its test evaluation related data since the necessity of the establishment of the quality control standard and the performance testing way on the relevant water-proof seal is rising a lot to regulate the water-proof technology and the leakage repair technology in accordance with the growth of the demand on the facility.

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