KR940021866A - Damaged part reinforcement method such as concrete column - Google Patents

Damaged part reinforcement method such as concrete column Download PDF

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Publication number
KR940021866A
KR940021866A KR1019930003938A KR930003938A KR940021866A KR 940021866 A KR940021866 A KR 940021866A KR 1019930003938 A KR1019930003938 A KR 1019930003938A KR 930003938 A KR930003938 A KR 930003938A KR 940021866 A KR940021866 A KR 940021866A
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KR
South Korea
Prior art keywords
damaged part
epoxy resin
reinforcement method
concrete column
hole
Prior art date
Application number
KR1019930003938A
Other languages
Korean (ko)
Inventor
김종균
Original Assignee
김종균
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 김종균 filed Critical 김종균
Priority to KR1019930003938A priority Critical patent/KR940021866A/en
Publication of KR940021866A publication Critical patent/KR940021866A/en

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Abstract

본 발명은 콘크리트 기둥이나 고가도로의 콘크리트 상판등이 손상되어 파손부분이 발생했을 때 보수보강 공법에 관한 것으로 손상부위에 철판과 에폭시수지를 사용간단한 시공을 통해 최대한 보강을 해 줄 수 있는 콘크리트 기둥등의 파손부분 보강공법.The present invention relates to a repair reinforcement method when a damaged part occurs due to damage to a concrete column or overpass of a concrete column, such as a concrete column that can be reinforced as much as possible by using a simple construction of an iron plate and epoxy resin on the damaged part. Damaged part reinforcement method.

Description

콘크리트 기둥등의 파손부분 보강공법Damaged part reinforcement method such as concrete column

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

제1도는 본 발명의 실시를 나타내는 부분 단면도,1 is a partial cross-sectional view showing an embodiment of the present invention,

제2도는 본 발명의 실시로 인한 완성상태를 나타낸 부분 단면도.2 is a partial cross-sectional view showing a completion state according to the practice of the present invention.

Claims (1)

파손부분(103)을 깨끗이 정리하고 깊이 패인 부분에는 에폭시수지(10)를 삽착시켜 비교적 원만한 라운딩을 이루게 한 다음, 파손부분(103)의 외곽부에 다수개의 앵커볼트(7)를 압삽시켜서 상하에 나공(3)(2)을 가진 10t 이상의 철판(1)을 대고 와샤(8)와 너트(9)를 이용하여 고정시킨 후 철판(1)의 외곽 전체에 에폭시수지(11)를 토착시켜 경화시킨 다음, 후방에 동파이프(5)가 부착되고 중앙에 통공을 가진 주입볼트(4)를 나공(2)에 나합하고 이에 주입장치(6)를 접속시켜 에폭시수지(104)를 파손부분(103)에 충진시키되 상부의 나공(3)을 통해 토출될 때까지 충진시킨 다음 볼트(12)를 나합시켜 막고 주입장치(6)를 탈리시킴과 동시에 동파이프(5)를 꺾어 역류되지 않게 하여 에폭시수지(104)가 경화된 다음 주입볼트(4)를 풀어내고 볼트(13)를 나합시킨 후 철판(1) 전체를 방청, 도색처리하여서 됨을 특징으로 하는 콘크리트기둥등의 파손부분 보강공법.Clean up the damaged part 103 and insert the epoxy resin 10 in the deeply recessed part to achieve a relatively smooth rounding, and then press a plurality of anchor bolts 7 at the outer part of the damaged part 103 to press up and down. The steel plate (1) having a hole (3) and (2) is fixed by using a washer (8) and a nut (9), and then the epoxy resin (11) is indigenized and hardened on the entire outer surface of the iron plate (1). Next, the copper pipe 5 is attached to the rear side and the injection bolt 4 having a hole in the center is screwed into the hole 2, and the injection device 6 is connected thereto to connect the epoxy resin 104 to the broken portion 103. Filled in, but filled until discharged through the upper pores (3), then the bolts (12) to unite to block, and the injection device (6) is detached and at the same time the copper pipe (5) is not reversed to prevent the epoxy resin ( 104) After curing, loosen the injection bolt (4), screw the bolt (13) and then rust the entire iron plate (1) Damaged part reinforcement method, such as concrete pillars, characterized in that the painting process. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019930003938A 1993-03-12 1993-03-12 Damaged part reinforcement method such as concrete column KR940021866A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019930003938A KR940021866A (en) 1993-03-12 1993-03-12 Damaged part reinforcement method such as concrete column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019930003938A KR940021866A (en) 1993-03-12 1993-03-12 Damaged part reinforcement method such as concrete column

Publications (1)

Publication Number Publication Date
KR940021866A true KR940021866A (en) 1994-10-19

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ID=66912187

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019930003938A KR940021866A (en) 1993-03-12 1993-03-12 Damaged part reinforcement method such as concrete column

Country Status (1)

Country Link
KR (1) KR940021866A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100412049B1 (en) * 2001-06-27 2003-12-24 정한복 method and apparatus for reinforcing concrete structure
KR100455413B1 (en) * 2002-01-14 2004-11-06 배석동 Maintenance and Reinforcement Engineering Method of Concrete Structure
KR20220089017A (en) * 2020-12-21 2022-06-28 주식회사 하이제트이엔지 the degree structure of the steel pipe for the work equipment in which the dismantlement facilitates

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100412049B1 (en) * 2001-06-27 2003-12-24 정한복 method and apparatus for reinforcing concrete structure
KR100455413B1 (en) * 2002-01-14 2004-11-06 배석동 Maintenance and Reinforcement Engineering Method of Concrete Structure
KR20220089017A (en) * 2020-12-21 2022-06-28 주식회사 하이제트이엔지 the degree structure of the steel pipe for the work equipment in which the dismantlement facilitates

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E601 Decision to refuse application