Journal of the Architectural Institute of Korea Structure & Construction (대한건축학회논문집:구조계)

Architectural Institute of Korea (대한건축학회)
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Design and Planning Process Management for Reducing Rework in Modular Construction Using Dependency Structure Matrix (DSM)

DSM을 활용한 모듈러 건축 설계단계에서의 제작 및 시공 정보 반영 및 재시공 감소 방안

  • Received : 2018.11.13
  • Accepted : 2019.01.14
  • Published : 2019.02.28
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Abstract

Modular construction has benefits such as short construction duration and high productivity owing to the production in factory and owing to simultaneous on-site work. However, rework occurs in modular construction and the rework affects the efficiency of modular construction. The almost of causes of rework are exist in design process. To reduce the cause of rework, the information flow of the design process should be managed and the plan to reduce rework should be included. However, the modular construction has complex process because of impeded unit production so it is hard to manage the information flow in design process. Moreover, when the plan to reduce rework is included, the design process will be more complicated. Therefore, the objective of this research is to suggest the design process including the rework reduction plan and to alleviate the complexity of design process by using Dependency Structure Matrix(DSM). By using DSM, the iteration and feedback in design process is reduced and it can be expected that rework in modular project can be reduced by using suggested design process.

Keywords

Acknowledgement

Supported by : 국토교통부

References

  1. Ahn, H. K., Ham, N. H., Kim, J. H., & Kim, J. J. (2013). A Study on Improvement of Implementation Documents using DSM(Design Structure Matrix), Journal of the Architectural Institute of Korea, JAIK, 29(3), 173-181.
  2. Alvanchi, A., Azimi, R., Lee, S., AbouRizk, S. M., & Zubick, P. (2011). Off-site construction planning using discrete event simulation, Journal of Architectural Engineering, 18(2), 114-122. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000055
  3. Austin, S., Baldwin, A., Li, B., & Waskett, P. (2000). Analytical design planning technique (ADePT): a dependency structure matrix tool to schedule the building design process, Construction Management & Economics, 18(2), 173-182. https://doi.org/10.1080/014461900370807
  4. Blismas, N. G., Pendlebury, M., Gibb, A., & Pasquire, C. (2005). Constraints to the use of off-site production on construction projects, Architectural Engineering & Design Management, 1(3), 153-162. https://doi.org/10.1080/17452007.2005.9684590
  5. Giaglis, G. M. (2001). A taxonomy of business process modeling & information systems modeling techniques, International Journal of Flexible Manufacturing Systems, 13(2), 209-228. https://doi.org/10.1023/A:1011139719773
  6. Han, S. H., Hasan, S., Bouferguene, A., Al-Hussein, M., & Kosa, J. (2014). Utilization of 3D visualization of mobile crane operations for modular construction on-site assembly, Journal of management in engineering, 31(5), 04014080. https://doi.org/10.1061/(ASCE)ME.1943-5479.0000317
  7. Hwang, B.G., Thomas, S. R., Haas, C. T., & Caldas, C. H. (2009). Measuring the impact of rework on construction cost performance, Journal of construction engineering & management, 135(3), 187-198. https://doi.org/10.1061/(ASCE)0733-9364(2009)135:3(187)
  8. Josephson, P. E., & Hammarlund, Y. (1999). The causes & costs of defects in construction: A study of seven building projects, Automation in Construction, 8(6), 681-687. https://doi.org/10.1016/S0926-5805(98)00114-9
  9. Lawson, R. M., & Richards, J. (2010). Modular design for high-rise buildings, Proceedings of the Institution of Civil Engineers-Structures & Buildings, 163(3), 151-164. https://doi.org/10.1680/stbu.2010.163.3.151
  10. Lawson, M., Ogden, R., & Goodier, C. (2014). Design in modular construction, CRC Press, New York, USA, 211-214.
  11. Lee, J., Park, M., Lee, H.S., Kim, T., Kim, S., & Hyun, H. (2017). Workflow dependency approach for modular building construction manufacturing process using Dependency Structure Matrix (DSM), KSCE Journal of Civil Engineering, 21(5), 1525-1535. https://doi.org/10.1007/s12205-016-1085-1
  12. Lei, Z., Taghaddos, H., Olearczyk, J., Al-Hussein, M., & Hermann, U. (2013). Automated method for checking crane paths for heavy lifts in industrial projects, Journal of construction engineering & management, 139(10), 04013011. https://doi.org/10.1061/(ASCE)CO.1943-7862.0000740
  13. Love, P. E., & Li, H. (2000). Quantifying the causes & costs of rework in construction, Construction Management & Economics, 18(4), 479-490. https://doi.org/10.1080/01446190050024897
  14. Love, P. E., & Edwards, D. J. (2004). Determinants of rework in building construction projects, Engineering, Construction & Architectural Management, 11(4), 259-274. https://doi.org/10.1108/09699980410547612
  15. Lu, N. (2009). The current use of offsite construction techniques in the United States construction industry, Proc., Construction Research Congress 2009, Seattle, Washington, 946-955.
  16. Mayer, R. J., Benjamin, P. C., Caraway, B. E., & Painter, M. K. (1995). A framework & a suite of methods for business process reengineering, Business process reengineering: a managerial perspective, 3, 245-290.
  17. Mullens, M. A. (2011). Factory Design for Modular Homebuilding: Equipping the Modular Factory for Success, 1st ed, Constructability Press, New York(USA), 1-26.
  18. Nahangi, M., Safa, M., Shahi, A., & Haas, C. T. (2014). Automated registration of 3D point clouds with 3D CAD models for remote assessment of staged fabrication, Proc., Construction Research Congress 2014: Construction in a Global Network, 1004-1013.
  19. Olearczyk, J., Al-Hussein, M., & Bouferguene, A. (2014). Evolution of the crane selection & on-site utilization process for modular construction multilifts, Automation in Construction, 43, 59-72. https://doi.org/10.1016/j.autcon.2014.03.015
  20. Oloufa, A. A., Hosni, Y. A., Fayez, M., & Axelsson, P. (2004). Using DSM for modeling information flow in construction design projects, Civil Engineering & Environmental Systems, 21(2), 105-125. https://doi.org/10.1080/10286600310001638474
  21. Park, H. K., & Ock, J.H. (2016). Unit modular in-fill construction method for high-rise buildings, KSCE Journal of Civil Engineering, 20(4), 1201-1210. https://doi.org/10.1007/s12205-015-0198-2
  22. Park, M. S., Cho, J. Y., Lee, H. S., Kwon, Sung-Keun, & Kim, W. Y. (2010). BIM Design Management Process Using the Dependency Structure Matrix at the Introduction Phase, Journal of the Architectural Institute of Korea, 11(5), 65-74.
  23. Smith, R. E. (2011). Prefab architecture: A guide to modular design & construction, John Wiley & Sons, Hoboken, New Jersey, USA, 53-73
  24. Yassine, A., & Braha, D. (2003). Complex concurrent engineering & the design structure matrix method, Concurrent Engineering, 11(3), 165-176. https://doi.org/10.1177/106329303034503
  25. Architect Service Scope and Standard Cost, Announcement of Ministry of Land, Infrastructure and Transport 2002-152, 2002