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A platform for research: civil engineering, architecture and urbanism
Expansion joint water expansion rubber compression index method
The present invention relates to an expandable joint water expansion rubber compression water stopping method. According to the expandable joint water expansion rubber compression water stopping method, into a leakage crack unit which is formed along the boundary line of a concrete structure connected with the boundary of a water stop plate, a super-accelerated water stopping material layer, an inner butyl rubber water stopping material layer, a bentonite water stopping material layer, and an outer butyl rubber water stopping material layer are inserted before a cover member performs compression fixing. Therefore, according to the improved structure, a leakage space may be closely filled while the water stopping performance may be significantly increased. Furthermore, the liquidity of the cover material may be guaranteed, such that an expansion moving force of the concrete structure may be flexibly absorbed. To this end, the present invention comprises: an underlayer arranging step (S10); a leakage quick blocking step (S20); a first water stopping step (S30); a second water stopping step (S40); a third water stopping step (S50); and a compression step (S60).
본 발명은 신축 이음 수팽창 고무압착 지수공법에 관련되며, 이때 신축 이음 수팽창 고무압착 지수공법은 지수판을 경계로 연결되는 콘크리트구조물 경계라인을 따라 형성되는 누수 균열부에 초급결 지수재층, 이너 부틸고무지수재층, 벤토나이트지수재층, 아우터 부틸고무지수재층을 인서팅한 후 커버부재로 압축고정하도록 구조 개선되어 누수공간이 긴밀하게 충진되면서 지수성능이 고도로 향상되고, 특히, 커버부재의 유동성을 확보하여 콘크리트구조물의 신축거동력을 유연하게 흡수할 수 있도록 하지정리단계(S10), 누수급속차단단계(S20), 1차 차수단계(S30), 2차 차수단계(S40), 3차 차수단계(S50), 압축단계(S60)를 포함하여 주요 구성으로 한다.
Expansion joint water expansion rubber compression index method
The present invention relates to an expandable joint water expansion rubber compression water stopping method. According to the expandable joint water expansion rubber compression water stopping method, into a leakage crack unit which is formed along the boundary line of a concrete structure connected with the boundary of a water stop plate, a super-accelerated water stopping material layer, an inner butyl rubber water stopping material layer, a bentonite water stopping material layer, and an outer butyl rubber water stopping material layer are inserted before a cover member performs compression fixing. Therefore, according to the improved structure, a leakage space may be closely filled while the water stopping performance may be significantly increased. Furthermore, the liquidity of the cover material may be guaranteed, such that an expansion moving force of the concrete structure may be flexibly absorbed. To this end, the present invention comprises: an underlayer arranging step (S10); a leakage quick blocking step (S20); a first water stopping step (S30); a second water stopping step (S40); a third water stopping step (S50); and a compression step (S60).
본 발명은 신축 이음 수팽창 고무압착 지수공법에 관련되며, 이때 신축 이음 수팽창 고무압착 지수공법은 지수판을 경계로 연결되는 콘크리트구조물 경계라인을 따라 형성되는 누수 균열부에 초급결 지수재층, 이너 부틸고무지수재층, 벤토나이트지수재층, 아우터 부틸고무지수재층을 인서팅한 후 커버부재로 압축고정하도록 구조 개선되어 누수공간이 긴밀하게 충진되면서 지수성능이 고도로 향상되고, 특히, 커버부재의 유동성을 확보하여 콘크리트구조물의 신축거동력을 유연하게 흡수할 수 있도록 하지정리단계(S10), 누수급속차단단계(S20), 1차 차수단계(S30), 2차 차수단계(S40), 3차 차수단계(S50), 압축단계(S60)를 포함하여 주요 구성으로 한다.
Expansion joint water expansion rubber compression index method
신축 이음 수팽창 고무압착 지수공법
LEE YOUNG EUN (author) / ROH HUI WON (author) / JEON HEE YOUNG (author) / KIM WON MO (author) / SHIN HYEON A (author)
2023-05-26
Patent
Electronic Resource
Korean
IPC:
E04B
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