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Seismic Reinforcement Method of Reinforced Concrete Structures
An objective of the present invention is to provide a seismic reinforcement method of a reinforced concrete structure, which can secure integrated behavior of a seismic reinforcement apparatus and an existing reinforced concrete structure. According to the present invention, the seismic reinforcement method comprises: a first step of cleaning the surface of a reinforced concrete structure (50) to be reinforced; a second step of drilling an anchor hole (51) in which an anchor bolt coupling hole (211) is buried and mounted on the surface of the reinforced concrete structure (50); a third step of coupling a plurality of first connection members (200) to the surface of the reinforced concrete structure (50); a fourth step of coupling a plurality of second connection members (300) to a steel frame structure (70); a fifth step of coupling the plurality of second connection members (300) to the plurality of first connection members (200) respectively in a one-to-one manner; a sixth step of installing a form between the reinforced concrete structure (50) and the steel frame structure (70); a seventh step of forming a deposition curing layer (500) integrally coupling the reinforced concrete structure (50) and the steel frame structure (70); and an eighth step of removing the form and performing a finishing process.
본 발명에 따른 내진보강공법은 보강대상이 되는 철근콘크리트구조물(50)의 표면을 정리시키는 제1단계; 철근콘크리트구조물(50)의표면에 앵커볼트체결공(211)가 매립 장착되는 구멍인 앵커홀(51)을 천공시키는 제2단계; 상기 복수 개의 제1연결부재(200) 각각을 철근콘크리트구조물(50)의 표면에 체결시키는 제3단계; 상기 복수 개의 제2연결부재(300) 각각을 상기 철골구조물(70)과 체결시키는 제4단계; 상기 복수 개의 제1연결부재(200) 각각에 상기 복수 개의 제2연결부재(300) 각각을 일대일로 대응시켜 서로 결합시키는 제5단계; 철근콘크리트구조물(50)과 철골구조물(70) 사이에 거푸집을 설치시키는 제 6단계; 철근콘크리트구조물(50)과 철골구조물(70)을 일체로 결합하는 타설양생층(500)을 형성하는 제7단계; 및 상기 거푸집을 제거하고 마감공정을 수행하는 제8단계;가 포함된다.
Seismic Reinforcement Method of Reinforced Concrete Structures
An objective of the present invention is to provide a seismic reinforcement method of a reinforced concrete structure, which can secure integrated behavior of a seismic reinforcement apparatus and an existing reinforced concrete structure. According to the present invention, the seismic reinforcement method comprises: a first step of cleaning the surface of a reinforced concrete structure (50) to be reinforced; a second step of drilling an anchor hole (51) in which an anchor bolt coupling hole (211) is buried and mounted on the surface of the reinforced concrete structure (50); a third step of coupling a plurality of first connection members (200) to the surface of the reinforced concrete structure (50); a fourth step of coupling a plurality of second connection members (300) to a steel frame structure (70); a fifth step of coupling the plurality of second connection members (300) to the plurality of first connection members (200) respectively in a one-to-one manner; a sixth step of installing a form between the reinforced concrete structure (50) and the steel frame structure (70); a seventh step of forming a deposition curing layer (500) integrally coupling the reinforced concrete structure (50) and the steel frame structure (70); and an eighth step of removing the form and performing a finishing process.
본 발명에 따른 내진보강공법은 보강대상이 되는 철근콘크리트구조물(50)의 표면을 정리시키는 제1단계; 철근콘크리트구조물(50)의표면에 앵커볼트체결공(211)가 매립 장착되는 구멍인 앵커홀(51)을 천공시키는 제2단계; 상기 복수 개의 제1연결부재(200) 각각을 철근콘크리트구조물(50)의 표면에 체결시키는 제3단계; 상기 복수 개의 제2연결부재(300) 각각을 상기 철골구조물(70)과 체결시키는 제4단계; 상기 복수 개의 제1연결부재(200) 각각에 상기 복수 개의 제2연결부재(300) 각각을 일대일로 대응시켜 서로 결합시키는 제5단계; 철근콘크리트구조물(50)과 철골구조물(70) 사이에 거푸집을 설치시키는 제 6단계; 철근콘크리트구조물(50)과 철골구조물(70)을 일체로 결합하는 타설양생층(500)을 형성하는 제7단계; 및 상기 거푸집을 제거하고 마감공정을 수행하는 제8단계;가 포함된다.
Seismic Reinforcement Method of Reinforced Concrete Structures
철근콘크리트구조물의 내진보강공법
LEE GANG GUN (Autor:in)
09.04.2020
Patent
Elektronische Ressource
Koreanisch
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