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    Evaluation of Injection Property on the Crack Repair Method by Installing the Packer with Right Angle Drill Type in RC Structure

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    https://www.riss.kr/link?id=A104642380

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    The purpose of this study is to investigate the problem of crack repair materials and methods in existing concrete structure and to propose the
    effective injection method on crack repair by packer type. The result of this study is as follows. It is investigated that the crack width in the
    inner matrix of concrete structure is decreased about 30-40% than that in the surface of the concrete structure. Also it is showed that the possibility
    which could be monolithic with injection part became higher if the injection part is installed near to surface of concrete on the punching
    method to vertical direction against crack area. The injection of repair material can be poured smoothly under about 10N/㎟ pressure on the
    condition that cracks are monolithic with injection part without dust by drill. The method which is effective injection for a repair material is the
    punching method in compliance with coredrill. But, the research continuously is necessary about minimum injection pressure.
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    The purpose of this study is to investigate the problem of crack repair materials and methods in existing concrete structure and to propose the effective injection method on crack repair by packer type. The result of this study is as follows. It is in...

    The purpose of this study is to investigate the problem of crack repair materials and methods in existing concrete structure and to propose the
    effective injection method on crack repair by packer type. The result of this study is as follows. It is investigated that the crack width in the
    inner matrix of concrete structure is decreased about 30-40% than that in the surface of the concrete structure. Also it is showed that the possibility
    which could be monolithic with injection part became higher if the injection part is installed near to surface of concrete on the punching
    method to vertical direction against crack area. The injection of repair material can be poured smoothly under about 10N/㎟ pressure on the
    condition that cracks are monolithic with injection part without dust by drill. The method which is effective injection for a repair material is the
    punching method in compliance with coredrill. But, the research continuously is necessary about minimum injection pressure.

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    참고문헌 (Reference)

    1 "Taekwanselim, Plastic materials class [2] Polyurethanemethly methacrylate, Translated by Kim, Hong Jae, 1979. 11"

    2 "Repair Handbook of Concrete structure"

    3 "Ministry of Construction and Transport, Structure planning skills and design for improvement of structural performance of elderly common houses. Construction manual development, Korean Housing Public corporation et al., 2001. 11"

    4 "Ministry of Construction and Transport, Structure planning skills and design for improvement of structural performance of elderly common houses. Construction manual development, Korea Housing Public corporation et al., 2000. 11"

    5 "Korean Concrete Institute, Repair of concrete structures. Reinforced guidelines (Draft) 1997. 3"

    6 "Korean Concrete Institute, Cracks in concrete structures"

    7 "Korean Concrete Institute, Check, reinforcement and maintenance of concrete structures"

    8 "Korea Construction and Technology Institute, Repair of RC structures. Examination on reinforcement materials, 1997. 12"

    9 "Japan Painting Contractors Association, Repair manual of a concrete structure"

    10 Ko Jin Soo, "Evaluation of Injection Property on the Crack Repair Method by installing the packer with Right Angle Drill Type in RC Structure" The Korea Institute of Building Construction 2006

    1 "Taekwanselim, Plastic materials class [2] Polyurethanemethly methacrylate, Translated by Kim, Hong Jae, 1979. 11"

    2 "Repair Handbook of Concrete structure"

    3 "Ministry of Construction and Transport, Structure planning skills and design for improvement of structural performance of elderly common houses. Construction manual development, Korean Housing Public corporation et al., 2001. 11"

    4 "Ministry of Construction and Transport, Structure planning skills and design for improvement of structural performance of elderly common houses. Construction manual development, Korea Housing Public corporation et al., 2000. 11"

    5 "Korean Concrete Institute, Repair of concrete structures. Reinforced guidelines (Draft) 1997. 3"

    6 "Korean Concrete Institute, Cracks in concrete structures"

    7 "Korean Concrete Institute, Check, reinforcement and maintenance of concrete structures"

    8 "Korea Construction and Technology Institute, Repair of RC structures. Examination on reinforcement materials, 1997. 12"

    9 "Japan Painting Contractors Association, Repair manual of a concrete structure"

    10 Ko Jin Soo, "Evaluation of Injection Property on the Crack Repair Method by installing the packer with Right Angle Drill Type in RC Structure" The Korea Institute of Building Construction 2006

    11 "Architectural Institute of Japan, Durable investigation, diagnosis and repair guideline of reinforced concrete (draft)"

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    학술지 이력

    학술지 이력
    연월일 이력구분 이력상세 등재구분
    2026 평가 재인증평가 신청대상 (재인증)
    2020-01-01 등재 등재학술지 유지 (재인증) KCI등재
    2017-01-01 등재 등재학술지 유지 (계속평가) KCI등재
    2013-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2010-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2007-01-01 등재 등재학술지 선정 (등재후보2차) KCI등재
    2006-01-01 등재 등재후보 1차 PASS (등재후보1차) KCI등재후보
    2005-05-30 학술지명변경 외국어명 : 미등록 -> Architectural Research KCI등재후보
    2005-01-01 등재 등재후보학술지 유지 (등재후보1차) KCI등재후보
    2004-01-01 등재 등재후보학술지 유지 (등재후보1차) KCI등재후보
    2003-01-01 등재 등재후보학술지 선정 (신규평가) KCI등재후보
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    학술지 인용정보

    학술지 인용정보
    기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
    2016 0.08 0.08 0.11
    KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
    0.1 0.11 0.412 0
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