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

Architectural Institute of Korea (대한건축학회)
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Determination Model for Optimum Construction Duration of Apartment Structural Frameworks

공동주택 골조공사의 적정공기 판단모델

  • Received : 2016.10.10
  • Accepted : 2016.12.07
  • Published : 2016.12.30
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Abstract

Domestic Korea construction industry experiences higher accident rate than other industries due to overtime and extra works resulted from inadequately planned short schedule. After identifying candidate drivers affecting construction schedule of an apartment project from intensive interviews with experts, a total of 117 field data was collected in order to develop a standard for determining whether or not a planned schedule for concrete structural frameworks is optimum. From correlation and multiple regression analyses with the data, four drivers, namely 'ratio of floor area to site', 'no. of floors', 'no. of ground floors', and 'no. of days needed for concrete curing', were identified. Furthermore, a two-way table using 'no. of ground floors' and 'no. of underground floors' has been developed for the determination of an optimum schedule. It was also found that the driver of 'no. of days needed for concrete curing' can be used as an adjustment factor for better judgement of the duration. The results will be in the great interests for those that are likely to check if planned or changed schedule is how optimum and to reduce risk of accident let by too much extra and overtime works.

Keywords

Acknowledgement

Supported by : 산업안전보건연구원

References

  1. Bang, J., Han, C. & Kim, S. (2004). Optimization of estimating duration of the structural frame for the high-rise apartment housing during the winter season, Korean journal of construction engineering and management, 5(6), 170-178.
  2. Bang, J., Sohn, S., Cho, G., Sohn, J. & Kim, J. (2015). A study on non-working day calculation standards and days of non-working for estimation of optimum duration in the frame work of apartment building construction, Journal of architectural institute of korea, 31(10), 21-28.
  3. Choi, S. (2008). A study on estimating working days for structural work of public office project, Thesis, University of Seoul, 1-76.
  4. Hwang, H. (2003). Comparative analysis of actual duration based on influencing factors of duration estimation, Thesis, Hanyang university, 1-50.
  5. Kim, J. (2006). Determination for optimum Construction Duration, Journal of the Korean association of air conditioning refrigerating and sanitary engineers, 23(5), 40-48.
  6. Kim, K. (2014). A study on the analysis and prevention of construction accidents & hazards, Thesis, Seoul National University of Science And Technology, 1-91.
  7. Kim, Y. (2016). Forecasting models for duration of reinforced concrete work in factory building projects, Thesis, University of Seoul, 1-73.
  8. Kook, D., Won, S., Kim, A. & Kim, S. (2007). A study on duration estimate of structural work for apartment buildings, Journal of the korean institute of ecological architecture and environment, 237-242.
  9. Lee K. (2014). Using SPSS statistical data analysis. 1rd ed,. Paju-si, Gyeonggi-do, Freeacademy, 251-347.
  10. Kim, C., Lee, D., You J., You, J., Jung, J., Jung, H. & Yu, J. (2006). Calculation of non-working days due to weather factors during structural steel works, Korean journal of construction engineering and management, 7(4), 137-145.
  11. Shin, J., Lee, C. (1996). Estimation method for construction duration in the frame work of reinforced concrete wall-slab type apartments, Journal of architectural institute of korea, 12(7), 349-364.