DOI QR코드

DOI QR Code

Time Reduction Effect Analysis of SMART Frame for Long Span and Heavy Loaded Logistics Buildings

SMART 프레임의 공기단축 효과 분석 - 대형 물류창고 사례 -

  • Kim, Doyeong (Department of Architectural Engineering, Kyunghee University) ;
  • Ji, Woomin (Graduate School, Kyunghee University) ;
  • Lim, Jeeyoung (Department of Architectural Engineering, Kyunghee University)
  • Received : 2022.09.14
  • Accepted : 2022.10.06
  • Published : 2022.10.20

Abstract

As online commerce increases, the construction of large logistics buildings worldwide is exploding. Most of these buildings have the characteristics of long span and heavy loaded and use precast concrete components, a pin joint structure, for rapid construction. However, due to construction safety and structural stability requirements, the pin joint structure has many limitations in terms of the erection of the PC member, which increases the time and cost. A structural frame connected with steel joints between precast concrete components, called a SMART frame, has been developed, which addresses these constraints and risks. However, the effect of the appllication of a SMART frame on the time aspect has not been analysed. The study is a time reduction effect analysis of a SMART frame for long span and heavy loaded logistics buildings. For this study, the authors select a case site erected using existing PC components, and compare the time reduction with the SMART frame erection simulations. Through this analysis, it was found that a time reduciton about 4 months, approximately 48% of the conventional PC installation period could be achieved. If the SMART frame is applied when carrying out future large-scale logistics building projects, it can be expected to have the effect of significantly shortening the construction period compared to the conventional method.

인터넷 상거래가 증가함에 따라 전세계적으로 대형 물류 건물의 건설이 증가하고 있다. 이들 건축물은 대부분 장경간중재하의 특성을 가지고 있으며 빠른 시공을 위해 핀조인트 구조인 PC 공법을 적용한다. 그러나 핀조인트 구조는 시공 안전성 및 구조적 안정성으로 인해 PC 부재의 설치에 많은 제약이 있어 시간과 비용이 많이 소요된다. 이러한 제약과 문제점을 해결하기 위해 PC 부재 사이의 철골 조인트로 연결된 구조 프레임인 SMART frame이 개발되었다. SMART frame에 대한 많은 연구가 진행되었으나 공기 측면에 대한 영향은 분석되지 않았다. 본 연구의 목적은 장경간 중재하 물류창고시설에 대한 SMART frame의 공기단축 효과를 분석하는 것이다. 본 연구를 위해 기존 PC 공법에 의해 건설된 사례현장을 선정하여 SMART frame 설치 시뮬레이션과 시간 단축을 비교하였다. 그 결과, 기존 PC설치공기의 약48%의 수준으로 약 4개월이 단축 되었다. 추후 대형물류센터 프로젝트 진행 시 SMART frame을 적용한다면 기존 PC공법 대비 획기적인 공기단축의 효과를 가질 것으로 기대된다.

Keywords

Acknowledgement

This work was supported by the National Research Foundation of Korea(NRF) grant funded by the Korea government (MOE)(No. NRF-2022R1A2C2005276).

References

  1. Kim H. A priority analysis on e-commerce security factors: focused on researchers and practitioners. Journal of the Korea Industrial Information Systems Research. 2022 Dec;16(5):163-71. https://doi.org/10.9723/jksiis.2011.16.5.163
  2. Delone WH, Mclean ER. Measuring e-commerce success: Applying the DeLone & McLean information systems success model. International Journal of Electronic Commerce. 2004 Sep;9(1):31-47. https://doi.org/10.1080/10864415.2004.11044317
  3. Kim KH, Lee TO, Lee SH, Kim SK. Comparative analysis of column connection characteristics of green frame. Journal of the Korea Institute of Building Construction. 2012 Aug;12(4):415-25. https://doi.org/10.5345/JKIBC.2012.12.4.415
  4. Kim SH, Choi EG, Kim SK, Lee SH. A case study of the improvement of the structural work of a logistics facility by using PC member. Journal of the Korea Institute of Building Construction. 2010 Dec;10(6):127-35. https://doi.org/10.5345/JKIC.2010.12.6.127
  5. Kim S, Hong WK, Ko HJ, Kim JT. The energy efficient expansion remodeling construction method of bearing wall apartment buildings with pre-cast composite structural systems. Energy and Buildings. 2013 Nov;66:714-23. https://doi.org/10.1016/j.enbuild.2013.07.080
  6. Lee D, Lim C, Kim S. CO2 emission reduction effects of an innovative composite precast concrete structure applied to heavy loaded and long span buildings. Energy and Buildings. 2016 Aug;126:36-43. https://doi.org/10.1016/j.enbuild.2016.05.022
  7. Lee SH, Kim SE, Kim GH, Joo JK, Kim SK. Analysis of structural work scheduling of green frame-focusing on apartment buildings. Journal of the Korea Institute of Building Construction. 2011 Jun;11(3):301-9. https://doi.org/10.5345/JKIC.2011.06.3.301
  8. Huh JY. Development of moment connection of precast concrete columns using steel plates and nonlinear inelastic finite element analysis [master's thesis]. [Seoul (Korea)]: Kyung Hee University; 2016. 27 p.
  9. Cho WH. Construction planning and effectiveness of logistics facilities using composite precast component [master's thesis]. [Seoul (Korea)]: Kyung Hee University; 2017. 35 p.
  10. Hong WK, Park SC, Kim MM, Kim SI. Development of structural composite hybrid systems and their application with regard to the reduction of CO2 emissions. Indoor and Built Environment. 2010 Mar;19(1):151-62. https://doi.org/10.1177/1420326X09358142
  11. Kim SK, Lee SH, Na YJ, Kim JT. Conceptual model for LCC-based LCCO2 analysis of apartment buildings. Energy and Buildings. 2013 Sep;64:285-91. https://doi.org/10.1016/j.enbuild.2013.05.016
  12. Lee GJ, Lee SH, Joo JK, Kim SK. A basic study of in-situ production process of PC members. Proceeding of the 2011 Autumn Annual Conference of the Architectural Institute of Korea. 2011 Oct 28-29; Gyeongsan, Korea. Seoul (Korea): Architectural Institute of Korea; 2011. p. 263-4.
  13. Lee SH, Kim SH, Lee GJ, Kim SK, Joo JK. Automatic algorithms of rebar quantity take-off of Green Frame by Composite precast concrete members. Korean Journal of Construction Engineering and Management. 2012 Jan;13(1):118-28. https://doi.org/10.6106/KJCEM.2012.13.1.118
  14. Lee SH, Park JY, Lim CY, Kim SK. Constructability analysis of green columns at the low bending moment zone. Journal of Construction Engineering and Project Management. 2013 Dec;3(4):12-9. https://doi.org/10.6106/JCEPM.2013.3.4.012
  15. Lee SH, Hong WK, Lim CY, Kim SK. A dynamic erection simulation model of column-beam structures using composite precast concrete components. Journal of Intelligent & Robotic Systems. 2015 Aug;79(3):537-47. https://doi.org/10.1007/s10846-014-0115-9
  16. Hong WK, Kim JM, Park SC, Kim SI, Lee SG, Lee HC, Yoon KJ. Composite beam composed of steel and pre-cast concrete (Modularized Hybrid System, MHS). Part II: Analytical investigation. The Structural Design of Tall and Special Buildings. 2009 Oct;18(8):891-905. https://doi.org/10.1002/tal.484
  17. Hong WK, Kim SK, Kim SI. Load carrying capacity of structural composite hybrid system (Green Frame). The International Journal of the Korea Institute of Ecological Architecture and Environment. 2010 Feb;10(1):25-31.
  18. Lee HH, Kim KH, Son SH, Park KH, Kim SK. Time reduction effects of steel connected precast concrete components for heavily loaded long-span buildings. Journal of Civil Engineering and Management. 2020 Feb;26(2):160-74. https://doi.org/10.3846/jcem.2020.11673
  19. Lim CY. Construction planning model for in-situ production and installation of composite precast concrete frame [PhD thesis]. [Seoul (Korea)]: Kyung Hee University; 2016. 57 p.
  20. Hong WK, Kim GJ, Lim CY, Kim SK. Development of a steel-guide connection method for composite precast concrete components. Journal of Civil Engineering and Management. 2017;23(1):59-66. https://doi.org/10.3846/13923730.2014.975740
  21. Hong WK, Kim SI, Park SC, Kim JM, Lee SG, Yoon KJ, Kim SK. Composite beam composed of steel and precast concrete (modularized hybrid system). Part IV: Application for multi-residential housing. The Structural Design of Tall and Special Buildings. 2010 Nov;19(7):707-27. https://doi.org/10.1002/tal.506
  22. Lee SH. Dynamic scheduling model for column-beam system buildings by composite precast concrete members [PhD thesis]. [Seoul (Korea)]: Kyung Hee University. 2013. 25 p.
  23. Hong WK, Park SC, Lee HC, Kim JM, Kim, SI, Lee, SG, Yoon KJ. Composite beam composed of steel and precast concrete (modularized hybrid system). Part III:Application for a 19-storey building. The Structural Design of Tall and Special Buildings. 2010 Oct;19(6):679-706. https://doi.org/10.1002/tal.507
  24. Kim SK, Hong WK, Kim JH., Kim JT. The development of modularized construction of enhanced precast composite structural systems (Smart Green frame) and its embedded energy efficiency. Energy and Buildings. 2013 Nov;66:16-21. https://doi.org/10.1016/j.enbuild.2013.07.023
  25. Joo JK, Kim SE, Lee GJ, Kim SK, Lee SH. A Study on the lifting progress for composite precast concrete members of green frame. Korean Journal of Construction Engineering and Management. 2012 May;13(3):34-42. https://doi.org/10.6106/KJCEM.2012.13.3.034
  26. Son SH, Park KH, Fitriani H, Kim SK. Embodied CO2 reduction effects of composite precast concrete frame for heavily loaded long-span logistics buildings. Sustainability. 2021 Jan;13(3):1060. https://doi.org/10.3390/su13031060
  27. Palikhe S, Kim SK, Kim JJ. Evaluating precast concrete column tilt-up methods to examine erection safety. Structures and Buildings. 2020 Jan;173(1):63-75. https://doi.org/10.1680/jstbu.17.00106
  28. Hong WK, Lee GJ, Lee SH, Kim SK. Algorithms for in-situ production layout of composite precast concrete members. Automation in Construction. 2014 May;41:50-9. https://doi.org/10.1016/j.autcon.2014.02.005
  29. Hong WK, Park SC, Kim SK, Nzabonimpa JD Analytical investigation of pre-stressed, precast beams with steel pipe sleeves. The Structural Design of Tall and Special Buildings. 2016 Jan;25(1):60-71. https://doi.org/10.1002/tal.1228
  30. Hong WK, Park SG, Kim JM, Lee SG, Kim SI, Yoon KJ, Lee HC. Composite beam composed of steel and precast concrete (Modularized Hybrid System, MHS). Part I: experimental investigation. The Structural Design of Tall and Special Buildings. 2010 Apr;19(3):275-89. https://doi.org/10.1002/tal.485