소규모 철골공사의 BIM 정보 활용 프로세스 제안 :Process to facilitate BIM in steel frame works of small-scale construction projects

김진광

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자료유형: 학위논문

저자정보: 김진광 (한양대학교, 한양대학교 대학원)

지도교수: 김재준

발행연도: 2019

저작권: 한양대학교 논문은 저작권에 의해 보호받습니다.

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이 논문의 연구 히스토리 (2)

2019

소규모 철골공사의 BIM 정보 활용 프로세스 제안

김진광 건축공학과 2019.01 학위논문

2018

소규모 건축공사의 BIM 정보 활용을 위한 프로세스 제안 - 철골공사 중심으로 -

김진광 , 유무영 , 함남혁 외 2명 한국BIM학회논문집 2018.01 학술저널

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The current study focused on the utilization of building information modeling (BIM) data in steel-frame structures, which help to reduce project durations because they employ prefabricated structural members that are assembled on-site. In addition, a business process model was proposed using BIM data collected during the preconstruction, structural steel fabrication, and on-site construction phases of an actual steel-frame project. The ultimate expectation is that BIM data support at each phase, as well as the increased understanding among project participants, will result in an increase in project management productivity. The results from the current study are summarized as follows: To implement a BIM capable of application to steel-frame projects and data utilization, existing theories were studied to develop the construction project steps, both generally into the preconstruction (A1), steel fabrication (A2), and on-site construction phases, (A3) and specifically into 19 BIM-applicable phases. Based on the derived BIM-applicable phases, the model elements of the BIM object were identified, and the shortcomings of existing steel-frame projects were ameliorated, resulting in an improved data flow model. Moreover, for the proposed BIM data flow to progress efficiently, the BIM specialist needs to be well-acquainted with the phase-specific three-dimensional (3D) model output, and the infrastructure to construct an error-free 3D model must be provided. Based on the actual construction example, the BIM data utilized steel-frame projects ? via production reports, clash checks, two-dimensional (2D) drawings, four-dimensional (4D) simulations, and 3D scanning ? to make cooperation and communication among participants easier.

#건축구조

제 1 장 서 론 ······························································································ 1
1.1 연구의 배경 및 목적 ······················································································ 1
1.2 연구의 범위 및 방법 ······················································································ 3
제 2 장 이론적 고찰 ···················································································· 4
2.1 BIM 주요 기능 및 효과 ·················································································· 4
2.2 소규모 건축공사 ······························································································ 6
2.3 기존 철골공사 업무 흐름 ·············································································· 8
제 3 장 BIM 정보 활용 가능한 업무 도출 ··········································· 11
3.1 BIM 정보 구성 요소 ······················································································ 11
3.2 BIM 정보 활용 가능한 철골공사 업무 ······················································ 14
3.3 철골공사 업무 흐름 개선안 ········································································ 16
제 4 장 BIM 사례 적용 분석 ··································································· 18
4.1 프로젝트 개요 ································································································ 18
4.2 BIM 기반 철골공사 사례 ·············································································· 19
4.3 철골공사의 설계관리 ···················································································· 20
4.3.1 제작도면(Shop drawing)검토 ·································································· 20
4.3.1 간섭(clash check)검토 ·············································································· 21
4.4 철골공사의 제작관리 ···················································································· 23
4.4.1 철골 부재 제작 검토 ··············································································· 23
4.4.2 철골 부재 반출 및 반입 검토 ······························································· 25
4.5 철골공사의 시공관리 ···················································································· 25
4.5.1 4D, 5D Cost-Scheduled Integration ······················································· 26
4.5.2 3D Scanning과 BIM 데이터 비교 ·························································· 33
제 5 장 결 론 ···························································································· 36
참고문헌 ·········································································································· 38
Abstract ··········································································································· 40
감사의 글 ········································································································ 42

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