PURPOSES : This study is a method for developing a 3D stratum modeling that uses Civil3D, CAD, Revit, and Dynamo, the products of Autodesk and ground survey data to prevent reversal and applying BIM design to underground structures. METHODS : If the ground level difference is severe and the survey data is not sufficiently spaced, a reversal phenomenon occurs such that the stratum is generated above the surface ground. In such cases, the first layer of the stratum can be offset from the ground surface and the remaining layers are created and utilized by the stratum thickness. However, the first layer is just offset from the ground surface, which is not an accurate implementation of geological information. To fix this error, we propose a method to calculate the quantity in 3D based on the algorithm that generates the stratum underneath the original ground surface connected with borehole data. RESULTS : The 3D stratum is designed to be implemented within 30 min with minimum memory resource occupancy. The ground surface is generally based on a digital map and can be linked with a drone and 3D scan data afterwards. The stratum model for each layer can be implemented in both a triangulated irregular network (TIN) and solid for quantity and volume calculations. Each layer will be generated in selected colors, and analysis on altitude, gradients, etc. can be performed with it. CONCLUSIONS : Constructing 3D spatial information using 2D information is expected to lay the foundation for providing required services in construction, real estate, architecture, urban planning, and transportation in the future, to users with integration and convergence into various fields such as BIM, smart city, digital twin, and VR-AR.

Building Information Modeling (BIM) tools have not only increased the use of technology in the design process, but also increased the need for more information standard systems. The object classification system consists of 327 types of construction results obtained from 25 kinds of facilities, 174 types of parts, and 207 types of construction parts. In the previous study, the property classification system was developed into 4 major classifications, 13 middle classifications, 58 small classifications (category), and 333 attribution information of roads and rivers. It is extremely difficult to input the property information according to such extensive object classification. In addition, the development of external applications such as Revit plug-ins has created a need to automate specific and repetitive tasks. Therefore, following the BIM property classification system, an attribute input program was implemented for the system to enhance the productivity and convenience of the BIM users.

최근 건설업계에서 설계시의 수량산출 및 예정공사비의 정확도에 대한 요구가 높아지고 있으며, 설계변경 시에 즉각적인 물량의 변화와 공사비의 변화를 파악하는 것이 중요한 이슈가 되고 있다. 또한, 수량과 공사비와 관련한 각종 소송들이 빈번하게 발생하면서 이를 해결하기 위한 방안으로 BIM기반의 물량산출 및 견적이 대안으로 등장하였다. 그러나 현재 BIM기반의 물량산출 및 견적은 2D 기반의 기존 방식보다 활용이 원활하지 못하다. 이는 물량산출 및 내역에 대한 국가적인 표준이나 기준이 마련되어 있지 못하고, 산출 작업자의 경험이 중요한 요소로 작용하기 때문이다. 하지만, 이는 견적의 관점이고 설계자의 관점에서 BIM을 이용한 즉각적이고 비 교적 정확도가 우수한 수량과 공사비의 파악이 예산에 맞는 설계를 진행하기 위하여 필요하다. 본 연구에서는 서울시 OO타운 생활관의 철근콘크리트 구조의 콘크리트, 철근, 거푸집의 수량을 사례로 2D기반의 설계수량과 BIM을 기반으로 한 계획설계, 실시설계 시의 수량과 실제 시공수량을 비교·분석하고 차이가 발생하는 원인을 분석하여 향후 설계자 관점에서 BIM기반의 수량산출에 도움이 되고자 하였다.

PURPOSES : The Ministry of Land, Infrastructure and Transport (MOLIT) and its subordinate agencies have recently established various policies for the application of BIM and are implementing these policies, and are increasing project orders with the application of BIM. Developed countries where they have earlier adopted BIM provide BIM standards and guidelines at the national level to support BIM implementation by private-sector constructors. Domestic BIM standards and guidelines, however, have been lacking details on upper-level standards that have to be presented by ordering agencies, thereby limiting the practical application thereof. This study aims to provide BIM practice manual development measures to ensure the facilitation of the writing of BIM outputs and their delivery in the road sector. METHODS: This study first analyzed domestic BIM standards and guidelines, and examined BIM processes in the existing BIM guidelines to determine the major works required in each stage of the implementation of road construction projects. Further, the study determined those matters that were required in working BIM but were not specified in existing BIM guidelines. Those derived contents have been reflected in the definition of the configuration system in the table of contents of the BIM practice manual, and in the contents on the road sector, and the details of each configuration system have been specified. RESULTS : The proposed BIM practice manual for the road sector is a technical guide on BIM guidelines published by public ordering agencies, and provides the basic requirements and methods required for the writing of BIM models. Further, the manual provides working procedures and detailed methods for writing BIM to enable working-level staffers on BIM projects to construct BIM data. The proposed BIM practice manual was configured with considerations for domestic civil-sector BIM technology levels and will be further developed and improved according to the development of domestic BIM technology. CONCLUSIONS : In an effort to respond to the changing domestic construction technology environment, and to apply and activate BIM, this study analyzed domestic BIM standards and guidelines, and defined a working BIM manual configuration system and its detailed configuration method. The findings and improvements are presented as a BIM practice manual on development measures in the road sector. This manual is expected to minimize the repetitive trials and errors and design errors in the construction of road-sector BIM models, to improve the productivity and efficiency in the creation of BIM outputs and their delivery, and to enhance the quality and utilization of the outputs. Further, the proposed manual is expected to provide and share information on the practical cases for BIM, to bolster the capabilities of design engineering, to ensure the linkage with relevant agencies, and thus to expand the diffusion of BIM in a virtuous cycle.

토목이나 건축공사와는 달리 조경분야의 프로젝트는 공정상의 특수성으로 인해 BIM 도입이 이루어지지 않고 있다. 그러나 인접 분야인 건축, 토목 공사에서 BIM은 보편화 되고 있으며, 이를 고려할 때 향후 조경분야에서도 BIM 환경구축 및 도입은 필수적일 것이다. 특히 조경 BIM의 공종 도출에 관한 연구는 거의 이루어지지 않은 상태로, 향후 조경분야 BIM 도입을 위해서는 조경 BIM 세부 공종 도출에 관한 연구가 필요하다. 이에 본 연구는 조경 BIM 도입 가능성의 검토와 세부 공종 도출을 통해 조경 BIM 도입을 위한 기초자료를 마련하고자 하였으며, 이를 위해 문헌 연구와 전문가 인터뷰를 실시하였다. 연구결과 조경분야의 BIM 활용 방안 및 향후 발전 방향에 관한 내용이 도출되었다. 또한 대지분석 BIM, 공간계획 BIM, 조경요소계획 BIM의 3개 분야로 나뉜 조경 BIM 공종을 도출하였으며, 각 공종 분야는 다시 총 7개 부분의 31개 요소로 세분화되어 조경 BIM 세부 공종 내용이 도출되었다. 향후 본 자료를 바탕으로 국내 조경 프로젝트에 BIM을 도입하여 효율적인 조경 프로젝트 수행에 기여할 수 있을 것으로 기대된다.

PURPOSES : With the recent change to domestic and overseas construction technologies, which led to the adoption and application of threedimensional building information management (BIM), a BIM output delivery operation system is needed for the civil engineering infrastructure category. This study analyzes the domestic and overseas BIM-order placement, BIM-related guidelines/guides, and the BIM output delivery system for the road construction project category to present guideline development measures for BIM output writing and delivery. METHODS: This study surveys and analyzes the domestic BIM-related research trends to examine the domestic-infrastructure BIM-order placement situations in public ordering agencies. Additionally, it analyzes the domestic BIM-related guides and guidelines and existing twodimensional electronic delivery systems and the domestic and overseas BIM output delivery systems. This study defines the guideline composition system and direction to present criteria for BIM output writing, delivery, management, and utilization in the road category. Furthermore, it presents guideline composition measures for BIM output writing and delivery to propose detailed criteria, output-list composition, and output inspection procedures. RESULTS : This study presented BIM output guideline development measures for planning BIM output writing and delivery and management/utilization measures in the road category. To that end, it determined the domestic and overseas BIM guide and guideline composition systems, BIM ordering criteria, BIM data writing and delivery criteria, BIM output management and utilization measures, and a common BIM output list to present suitable detailed criteria. CONCLUSIONS: This study sought to respond to changes to the domestic and overseas construction environment and to present output writing/delivery guidelines as activation measures supporting the adoption and application of BIM. To that end, we analyzed the domestic and overseas BIM guidelines and guides, task instructions, bid information, etc. to define the appropriate composition system and to give it direction. We defined the contents of tables and detailed descriptions to present guideline development measures for BIM output writing/delivery guidelines in the road category. This is expected to improve work efficiency for BIM and to enhance output quality and utilization. Furthermore, the adoption of BIM in the road category will provide an infrastructure environment with which to exchange BIM information with related agencies. We plant to further develop verification tools for the Ministry of Land, Infrastructure, and Transport's BIM model projects, for their output writing and delivery, and for an integrated BIM platform that will continue to improve the proposed criteria.

구조물의 『3차원 설계』는 성공적인 BIM(building information modeling) 정착을 위한 핵심 기술이다. 이를 위해 다양한 BIM 라이브러리들이 개발되고 있지만 선형기반으로 구조물이 가설되는 교통 인프라의 설계업무에 적용하기에는 한계가 있다. 상용화된 BIM 소프트웨어들이 지원하는 라이브러리를 계획된 선형을 기반으로 구조물이 가설되는 교통 인프라의 설계 업무에 적용하는 것은 사용성 측면에서 한계가 있다. 더욱이 조합을 고려하지 않고 개발된 라이브러리로 생성된 모델은 다양한 설계변경 상황에 대응하기가 쉽지 않다. 따라서 본 논문에서는 교통인프라 구조물인 철도 교량을 대상으로, 유관 시설 또는 부재에 대한 3차원 객체를 설계변경에 효율적으로 대처할 수 있도록 매개변수 기법을 적용한 ‘BIM기반 3D 모델 생성 자동화 모듈’을 구축하였다. 모듈의 주요기능은 기준선형을 바탕으로 기준경로를 도출하고 다른 객체와의 조합을 고려하여 목표객체를 연장 및 배열하는 것이다. 또한 모듈의 조합으로 구성된 철도교량의 통합모델에 대하여 설계변수를 입력할 수 있는 사용자 인터페이스를 구성하여 설계변경 대응능력에 대한 적용성을 검증하였다.