KR950032953A - Repair method of underwater concrete structure - Google Patents

Repair method of underwater concrete structure Download PDF

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Publication number
KR950032953A
KR950032953A KR1019940009869A KR19940009869A KR950032953A KR 950032953 A KR950032953 A KR 950032953A KR 1019940009869 A KR1019940009869 A KR 1019940009869A KR 19940009869 A KR19940009869 A KR 19940009869A KR 950032953 A KR950032953 A KR 950032953A
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KR
South Korea
Prior art keywords
repair
damaged
concrete
pipe
plate
Prior art date
Application number
KR1019940009869A
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Korean (ko)
Inventor
최의상
Original Assignee
최의상
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 최의상 filed Critical 최의상
Priority to KR1019940009869A priority Critical patent/KR950032953A/en
Publication of KR950032953A publication Critical patent/KR950032953A/en

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  • Bridges Or Land Bridges (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

본 발명은 수중(水中)내의 콘크리트로 설치되어 있는 교각이나 기타 구조물에 대하여 그 부분 파손시에 이를 용이하고 완벽하게 보수할 수 있게 한 구조물의 보수공법에 관한 것으로서, 종래 수중의 구조물에 대하여 파손부위를 보수할 시에 발생하는 번거로움과 막대한 비용 및 보수기간의 단축을 위하여, 구조물의 주벽이 일치되는 당접면을 갖는 철판으로서 그 파손부위보다 30㎝이상 넓은 보수판을 형성하되, 파손부위의 상측부와 하측부에 해당하는 지점에 파이프를 연결하여 그 보수판을 파손부위에 밀착하여 결착시키되, 그 파이프에 의해 수면 위에서 파손부위 공간내의 물을 제거하고 시멘트 및 콘크리트를 충입되게 하여 내부의 콘크리트가 응고된 후 보수판을 제거하는 방법으로 보수되게 함을 특징으로 하는 수중 콘크리트 구조물의 보수공법을 제공되게 한 것이다.The present invention relates to a repair method of a structure that makes it possible to easily and completely repair a pier or other structure installed in concrete in the water when the part is damaged, and the damage portion with respect to the conventional underwater structure In order to reduce the hassle, enormous cost, and shortening of the repair period, iron plate with abutting surface coinciding with the main wall of the structure is to form a repair plate that is 30cm wider than the damaged part. Connect the pipe to the point corresponding to the side and the lower part, and fix the repair plate close to the damaged part, but remove the water in the damaged part space on the water surface by the pipe and fill the cement and concrete with the inside. Repair of the underwater concrete structure, characterized in that to be repaired by removing the repair plate after solidified One will be provided for.

Description

수중 콘크리트 구조물의 보수공법Repair method of underwater concrete structure

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

제1도는 본 발명 일 실시예의 사시도, 제2도는 본 발명 실시예의 단면 설명도.1 is a perspective view of an embodiment of the present invention, Figure 2 is a cross-sectional view of an embodiment of the present invention.

Claims (1)

수중구조물의 파손된 부분을 공기압에 의한 모래분사로 이물질을 제거하고 세척한 후, 구조물의 주벽과 동일한 당접면을 갖는 철판으로서 파손부위보다 4방이 30㎝이상 넓은 둘레의 주변에 결합공을 형성하고, 파손부위의 상측부와 하측부에 해당되는 지점에 각기 파이프를 연결하여 그 상단부에 개폐밸브와 연결구를 결합한 보수판을 형성하여, 이를 수중구조물의 파손부위에 패킹과 함께 밀착하여 앵커 등의 결착수단에 의하여 결착한 다음, 상측부의 파이프에 의하여 압축공기를 주입시켜 보수판과 파손부위 사이 공간내의 물을 하측부의 파이프로 완전히 토출시켜 제거한 후, 다시 상측 파이프에 의하여 파손부위 표면에 시멘트를 피복하고, 그 공간내에 하측 파이프로서 콘크리트를 공기압에 의하여 상측파이프로 토출될 때까지 충입하고 양측 밸브를 잠근 후, 그 콘크리트를 약 20일간 경과 응고시킨 다음 보수판을 분리제거하는 방법으로 구조물의 파손부위를 보수되게 함을 특징으로 하는 수중 콘크리트 구조물의 보수공법.After removing the foreign substance and washing the damaged part of the underwater structure by sand spray by pneumatic pressure, it is a steel plate having the same contact surface as the main wall of the structure. Connect the pipes to the upper and lower parts of the damaged part to form a repair plate that combines the valve and the connector at the upper end, and closes them together with the packing to the damaged part of the underwater structure. After binding by means, the compressed air is injected by the upper pipe, and the water in the space between the repair plate and the damaged area is completely discharged to the lower pipe, and then removed, and then the cement is coated on the surface of the damaged area by the upper pipe. In the space, the lower pipe is filled with concrete until it is discharged to the upper pipe by air pressure. After locked, the concrete for 20 days elapsed solidified repair method in which the underwater concrete structures, characterized in that the compensation causes the following compensation plate release remove damaged portions of the structure in a way that the. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019940009869A 1994-05-03 1994-05-03 Repair method of underwater concrete structure KR950032953A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019940009869A KR950032953A (en) 1994-05-03 1994-05-03 Repair method of underwater concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019940009869A KR950032953A (en) 1994-05-03 1994-05-03 Repair method of underwater concrete structure

Publications (1)

Publication Number Publication Date
KR950032953A true KR950032953A (en) 1995-12-22

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Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019940009869A KR950032953A (en) 1994-05-03 1994-05-03 Repair method of underwater concrete structure

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KR (1) KR950032953A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100464616B1 (en) * 2002-06-27 2005-01-03 이제현 A repair method and structure of column with reinforcing rod concrete

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100464616B1 (en) * 2002-06-27 2005-01-03 이제현 A repair method and structure of column with reinforcing rod concrete

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