• Journal of the Korea Institute of Building Construction
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• v.2 no.2
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• pp.100-105
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• 2002

• Journal of the Korea Construction Safety Engineering Association
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• v.2 no.2 s.4
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• pp.74-81
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• 1992

본 논문보고서는 필자가 방문연구(91. 10. 1~01. 11. 25)를 수행한 독일 베를린 공대 토목공학과 철골연구소의 Prof. J. Lindner가 베를린 지역내 건축물설계검증사무소를 운영하면서 검증과 감리했던 구조물에 대해 10년간 통계를 ‘stahlbau' 연구지에 기고한 부분을 발췌ㆍ요약한 것이다. -필자 주-

• Korean Journal of Construction Engineering and Management
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• v.13 no.6
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• pp.133-142
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• 2012

With the recent changes in building environments such as low-carbon green growth, there have been increasing demands for the new building system that is eco-friendly and can maximize efficiency such as the unit modular system. For the unit modular system, more than 80% of the whole process is carried out in the factory while in the field, mostly unit module assembling and finish work are done. Thus, the quality at the pre-construction stage when design and manufacturing are done determines the quality of the building as a whole. In the country, the unit modular method was first applied in 2003 to school buildings and has gradually expanded afterwards, but due to the lack of examples and related information as well as the small scale of modular manufacturers, its characteristics have not been sufficiently reflected in design, manufacturing and field constructions. This study, as an attempt to improve the design quality of unit modular buildings, points to the problem in manufacturing and field construction, compares and analyzes its causes, and suggests major points to be considered in the early stage of designing the unit modular buildings.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.371-374
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• 2011

본 연구는 개방형 BIM 환경의 품질관리 기준 확보를 목적으로 건설 산업의 공통업무분야와 추가적인 세부업무분야에 대한 품질관리 체크리스트를 제안하고자 한다. 공통업무는 일반적인 목적으로 적용 가능한 설계기준, 시설기준, 시공기준으로 대상을 분류하고, 세부업무는 초고층 건축물의 개방형 BIM적용 및 활용 목적에 따라 피난동선 검토, 에너지 분석 검토 측면으로 대상을 분류하여 각 분야 별 체크리스트를 도출하였다. 도출된 체크리스트가 검증을 통해 실무에 적용되면 BIM 모델의 작성 기준 및 지침과 연계되어 요구되는 조건들을 충족시키는 모델링을 유도하며 BIM 모델의 품질향상의 결과를 가져다 줄 것이라 기대한다.

• Journal of the Korea Institute of Building Construction
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• v.1 no.2
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• pp.69-75
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• 2001

• Korean Architects
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• no.7 s.67
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• pp.22-30
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• 1974

모듀울설계는 건축의 공업화생산을 위한 수단으로서, 재래식 설계와는 달리 건축척도조정체계를 사용한 설계방법이다. 본 논문에서는 모듀울설계에 따른 건축계획의 기본적인 개념, 구조설계와의 관계 및 실제 모듀울설계를 구성하는 제요소와 도면에 대하여 설명한다. 건축공업화는 궁국적으로 양산체제를 확립시키기 위한 것이며, 양산체제를 통한 건축부품과 구조의 단순화, 표준화, 조립화에 의해 자재의 절감, 인건비의 절약, 공기의 단축, 품질관리를 도모할 수 있다.

• Journal of the Korea Institute of Building Construction
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• v.24 no.4
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• pp.471-482
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• 2024

Modular construction, a prominent method in the evolving construction industry, necessitates robust quality control for successful implementation. This study investigates the potential of 3D scanning technology for enhancing quality control processes in modular building construction. Through an IPA analysis of major construction projects across factory production, transportation, and on-site stages, the study evaluates the current state of 3D scanning application in modular construction quality control. Results indicate a high demand for 3D scanning data across various quality control aspects. However, certain limitations in technology and practical application were identified. The findings of this research contribute to the advancement of 3D scanning technology in modular construction and inform future research on cutting-edge quality control strategies.

• Journal of the Korea Institute of Building Construction
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• v.23 no.5
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• pp.595-605
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• 2023

With the escalating prevalence of modular construction projects, there is a concurrent surge in scholarly and industrial intrigue in this domain, leading to a broadened spectrum of its applications. Modular construction, inherently facilitated by controlled factory settings, boasts the capability to consistently deliver edifices of superior quality. To optimize this advantage, the judicious integration of quality assurance methodologies during the site-specific phases of lifting and assembly is non-negotiable. This research embarked on a survey directed at project stakeholders, aiming to gauge the perceived significance and efficaciousness of prevailing quality preservation and oversight protocols during the aforementioned site stages, subsequently employing the Importance-Performance Analysis(IPA) for data interpretation. The findings elucidated that, while a majority of quality assurance procedures were adeptly executed, perceptual disparities existed among stakeholders regarding certain aspects, prompting recommendations for enhancement. This investigative endeavor lays a foundation, aiding future studies in amplifying the quality assurance cognizance among professionals during modular construction's site-assembly phase.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2006.11a
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• pp.584-587
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• 2006

Quality assessment of the building is strongly dependent upon satisfying owner's requirements. To develop indicators for the assessment of design quality, survey on current situation of design process and analysis of Design Quality Indicator(DQI) is performed. The survey revealed that the main cause of frequent design changes is variability feature of owner's requirements. DQI, an indicator developed in UK, questionnaire encompasses questions which are relevant throughout the development stages of a building, and can be used at every key stage of the process. Further research will focus on the development of indicators for the assessment of design quality applicable to Korean market. In addition, research on the visualization method to present assessment results and supporting tools to facilitate assessment will be considered.

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.3
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• pp.199-207
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• 2008

As infrastructures are being deteriorated, nondestructive evaluation of existing structures and construction quality control are increasingly demanded. The importance of predicting compressive strength of concrete structure is also gradually increasing in construction industry. The estimation of concrete compressive strength is a critical factor of the construction management and quality control. This study has been conducted using Schmidt hammer test and Impact echo method, which are nondestructive test methods for the comparison of the concrete compressive strength. It is focusing to examine the relationship between compressive strength of concrete and rebound number by Schmidt hammer test result by Impact echo method. It was found that concrete compressive strength and rebound number have a close correlation.