[논문]파라메트릭 기술을 이용한 토공용 임시 구조물의 3D BIM 모델링

와카스 아샤드 타놀리; 하스나인 라자; 이승수; 박상일; 서종원

doi:10.13161/kibim.2018.8.2.001

파라메트릭 기술을 이용한 토공용 임시 구조물의 3D BIM 모델링
3D BIM Modeling of Temporary Structure for Earthwork using Parametric Technique 원문보기

Journal of KIBIM = 한국BIM학회논문집, v.8 no.2, 2018년, pp.1 - 9

와카스 아샤드 타놀리 (한양대학교 건설환경공학과) , 하스나인 라자 (한양대학교 건설환경공학과) , 이승수 (한양대학교 건설환경공학과) , 박상일 (한양대학교 건설환경공학과) , 서종원 (한양대학교 건설환경공학과)

Abstract ▼ AI-Helper

Nowadays Building Information Modeling (BIM) is a significant source of sharing project information in the construction industry. This method of sharing the information enhances the project understanding among stakeholders. Modeling of information using BIM is becoming an essential part of many construction projects around the globe. Despite rapid adoption of BIM in construction industry still, some sectors of the industry like earthwork have not yet reaped its full benefits. BIM has brought a paradigm shift through identification and integration of the roles and responsibilities of project participants on a single platform. BIM is a 3D model-based process which provides the insight into the efficient project planning and design. The 3D modeling can also be used significantly for the design of temporary structures in an earthwork project. This paper presents the quantity take-off methodology and parametric modeling technique for creating the temporary structures using 3D BIM process. A case study is conducted to implement the proposed temporary structure family design on a real site project. The study presented is beneficial for the earthwork project stakeholders to extract the relevant information using 3D BIM models in a project. It provides an opportunity to calculate the quantity of material required for a project accurately.

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문제 정의

The 3D BIM model has made the exchange of information faster and easier for AEC industry. This study addressed the process of 3D BIM modeling of the temporary structure using the parametric technique. The complete 3D modeling process of earthwork temporary structure in Autodesk Revit platform is explained from family selection to parameters testing and its full implementation on a excavation project of apartment complex building.

가설 설정

a) Complete geometric information of the temporary structures is essential for 3D modeling.
b) The geometric structure should be locked from each side to avoid any change in temporary structure shape due to any error.
c) The parametric constraints that are not required for theproject should be removed.
d) Color and material parameters can also be used as per design requirement.
e) Generic face template provides the ease to place the temporary structure on a solid model representing soil.

제안 방법

The concept of automatic design and planning for scaffolding in a building construction project is presented by Kim and Teizer (2014). In this research, Revit is used for the design of temporary structure because of its design, interoperability and 3D visualization capabilities. It is pertinent to mention here that Revit application is built for BIM which supports the multidisciplinary collaborative design process.
BIM information system is developed for case study, using generic solid model for the placement of temporary structure. The Revit families developed in this study can be utilized for any earthwork project with slight modification in the parameters according to design requirements and type of structure used. The use of parametric modeling speed up the design process and resultant 3D intelligent models are easy to understand as compared to 2D drawings.
The temporary structure families designed in this research are helpful for the designers to choose the type according to site requirements and use for the project without getting involved in the design process from scratch. The added benefit of this study is improved collaboration among project stakeholders through the use of shared 3D BIM models and accurate material quantity calculation. The accurate number of temporary structure for earthwork project is easy to calculate using the implemented methodology.
The application of H beam and sheet pile is used in this case study for the verification of the proposed methodology. The p rocess places the elements automatically by predefined logic rather than manual manipulation.
Visualization and quantity estimation of temporary structures is important for safe site operation of a earthwork project within cost limit. This paper and the body of research it represents aims to fill the knowledge gap for the design of temporary structure in a earthwork project using parametric modeling technique. Autodesk Revit is used as a software tool for 3D modeling of earthwork project.
Two temporary structure family are used for the quantity calculation in this study. A total number of H-beam with wooden panel along with material required at all three regions in a tabulated form is shown in Figure 14.

성능/효과

These BIM models improve the collaboration with a shared 3D model equipped with project details among key stakeholders. The quick and computerized method of counting the required structural components resulted in significant cost and labor saving. The temporary structure created by this parametric methodology can also be tested on a complex nature project considering different parameters.

참고문헌 (20)

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Bryde, D., Broquetas, M., & Volm, J. M. (2013). The project benefits of building information modeling(BIM). International journal of project management, Vol.31, No.7, pp. 971-980

상세보기
Demchak, G., Dzambazova, T., & Krygiel, E. (2009). Introducing Revit architecture 2009: BIM for beginners. John Wiley and Sons.
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Hare, W. L., Koch, V. R., & Lucet, Y. (2011). Models and algorithms to improve earthwork operations in road design using mixed integer linear programming. European Journal of Operational Research, Vol.215, No.2, pp.470- 480.

상세보기
Ji, Y., Seipp, F., Borrmann, A., Ruzika, S., & Rank, E. (2010, June). Mathematical modeling of earthwork optimization problems. In Proc. of the International Conference on Computing in Civil and Building Engineering (ICCCBE).
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상세보기
Nemati, K. M. (2007). Temporary structures, excavations and excavation supports. University of Washington. Available from: courses.washington.edu/cm420/Lesson5.pdf
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Slattery, K. T., & Slattery, D. K. (2013). Modeling Earth Surfaces for Highway Earthwork Computation Using Terrestrial Laser Scanning. International Journal of Construction Education and Research, Vol.9, No.2, pp.132-146

상세보기
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상세보기
Tang, J., Xi, P., Zhang, B., & Hu, B. (2013). A finite element parametric modeling technique of aircraft wing structures. Chinese Journal of Aeronautics, Vol.26, No.5, pp.1202-1210.

상세보기
Volk, R., Stengel, J., & Schultmann, F. (2014). Building Information Modeling (BIM) for existing buildings-Literature review and future needs. Automation in construction, 38, 109-127.

상세보기
Vysotskiy, A., Makarov, S., Zolotova, J., & Tuchkevich, E. (2015). Features of BIM Implementation Using Autodesk Software. Procedia Engineering, No.117, pp.1143-1152.

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파라메트릭 기술을 이용한 토공용 임시 구조물의 3D BIM 모델링
3D BIM Modeling of Temporary Structure for Earthwork using Parametric Technique 원문보기

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파라메트릭 기술을 이용한 토공용 임시 구조물의 3D BIM 모델링 3D BIM Modeling of Temporary Structure for Earthwork using Parametric Technique 원문보기

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파라메트릭 기술을 이용한 토공용 임시 구조물의 3D BIM 모델링
3D BIM Modeling of Temporary Structure for Earthwork using Parametric Technique 원문보기

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