Journal of the Architectural Institute of Korea (대한건축학회논문집)

Architectural Institute of Korea (대한건축학회)
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Analysis of the Rebar Quantity Take-Off according to the Application of Seismic Reinforcement Details for RC Apartments

철근콘크리트 아파트의 내진배근상세 적용에 따른 철근물량 분석

  • Lee, Jae-Cheol (Department of Architectural Engineering, Tongmyong University)
  • Received : 2020.07.28
  • Accepted : 2020.09.03
  • Published : 2020.09.30
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Abstract

Most of the buildings are built with RC structures. Since much of the construction cost of the RC structure is the cost of rebars, the calculation of the correct amount of rebar is essential for predicting the construction costs. In addition, it is necessary to analyze the effects of the application of seismic reinforcement details on the volume of rebars by analyzing changes in the amount of rebars before and after the application of seismic reinforcement details. The purpose of this study is to calculate and compare the exact amount of rebar before and after the application of seismic reinforcement details to columns, beams, and walls using BIM to provide quantitative data of the variation of rebar volume according to the application of seismic reinforcement details.

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Acknowledgement

이 논문은 2019학년도 동명대학교 교내학술연구비 지원에 의하여 연구되었음 (과제번호/2019A040)

References

  1. Eastman, C., Teicholz, P., Sacks, R., & Liston, K. (2008). BIM Handbook-A Guide to Building Information Modeling for Owners, Managers, Designers, Engineers, and Contractors, John Wiley & Sons, Inc.
  2. Kim., J., Lee, M., Seo, J., Lee, K., & Lim, J. (2013). Ideality and Reality of BIM -A General Contractor's Perspective-, KIBIM Annual Conference, 9-10.
  3. Ham, N., & Kim, J. (2016). Perception Analysis on Practical BIM Application : Myths and Truths, KIBIM Annual Conference, 9-10.
  4. DONG IL Architects & Engineers (2017). Practice of Construction Management in Field, GSDS.co.kr, 79-81.
  5. Lee, J., Jung, J., & Oh, H. (2013). Work Efficiency Analysis of BIM based Structural Drawing, Journal of Architectural Institute of Korea Structure & Construction, 29(6), 21-28. https://doi.org/10.5659/JAIK_SC.2013.29.6.21
  6. Ministry of Land, Transport and Maritime Affairs (2010). BIM Guideline for Architectural Field
  7. Public Procurement Service (2015). BIM Guideline for Facilities, V1.3
  8. Virtual Construction Research Group (2010). BIM Guideline for 3D Architectural Design, Volume 1, V2.0
  9. Kim, J., & Yoon, S. (2013). A Verification of the Accuracy in BIM-based Quantity Taking-Off - Focusing on Finishing Work, Journal of KIBIM, 3(2), 1-9. https://doi.org/10.13161/kibim.2013.3.2.001
  10. Kim, C. (2016). Review the usability rebar quantity take-off function of reinforcement concrete frame using BuilderHub, KCI Annual Conference, 555-556.
  11. Yoon, J., Cho, H., Lee, J., Shin, J., & Kim, E. (2020). A Comparison of Quantity Take-Offs of RC Structures based on BIM, Journal of Computational Structural Engineering Institute of Korea, 33(1), 35-44. https://doi.org/10.7734/COSEIK.2020.33.1.35
  12. Ministry of Land, Transport and Maritime Affairs (2018). KDS 14 20 80 :2018 Code for seismic design of concrete, https://www.kcsc.re.kr/StandardCode/Viewer/58#title-1 (accessed Sep. 02, 2020)
  13. ChangSoft I&I. (2015). BuilderHub User's Guide, http://chang-soft.com/wp-content/uploads/2015/11/BuilderHub_Tutorial1_ApartmentBuilding_20151019.pdf (accessed Sep. 02, 2020)