[논문]SMART 프레임의 공기단축 효과 분석 - 대형 물류창고 사례 -

김도영; 지우민; 임지영

doi:10.5345/jkibc.2022.22.5.519

SMART 프레임의 공기단축 효과 분석 - 대형 물류창고 사례 -
Time Reduction Effect Analysis of SMART Frame for Long Span and Heavy Loaded Logistics Buildings 원문보기

한국건축시공학회지 = Journal of the Korea Institute of Building Construction, v.22 no.5, 2022년, pp.519 - 530

김도영 (Department of Architectural Engineering, Kyunghee University) , 지우민 (Graduate School, Kyunghee University) , 임지영 (Department of Architectural Engineering, Kyunghee University)

초록
AI-Helper

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.

Abstract ▼ AI-Helper

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.

주제어

표/그림 (13)

그림 Figure 1. Research methodology
그림 Figure 2. SMART Frame composition[16,17]
표 Table 1. Comparison of PC and SMART frame method
그림 Figure 3. Installation methods of PC members[20,24]
그림 Figure 4. Selection of case project
그림 Figure 5. Installation plan at the case site
표 Table 2. Case project overview
그림 Figure 6. Erection simulation of pin-joint frame(PC method)
그림 Figure 7. Erection plan of SMART frame
그림 Figure 8. Zoning plan of SMART frame erection
표 Table 3. Assumptions about the time required to install SMART frame
그림 Figure 9. Erection simulation of SMART frame
그림 Figure 10. Time calculation result

참고문헌 (30)

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

원문보기 상세보기
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

상세보기
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

원문보기 상세보기
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

원문보기 상세보기
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

상세보기
Lee D, Lim C, Kim S. CO 2 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

상세보기
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

원문보기 상세보기
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.
Cho WH. Construction planning and effectiveness of logistics facilities using composite precast component [master's thesis]. [Seoul (Korea)]: Kyung Hee University; 2017. 35 p.
Hong WK, Park SC, Kim MM, Kim SI. Development of structural composite hybrid systems and their application with regard to the reduction of CO 2 emissions. Indoor and Built Environment. 2010 Mar;19(1):151-62. https://doi.org/10.1177/1420326X09358142

상세보기
Kim SK, Lee SH, Na YJ, Kim JT. Conceptual model for LCC-based LCCO 2 analysis of apartment buildings. Energy and Buildings. 2013 Sep;64:285-91. https://doi.org/10.1016/j.enbuild.2013.05.016

상세보기
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.
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

원문보기 상세보기
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

원문보기 상세보기
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

상세보기
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

상세보기
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.
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

상세보기
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.
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

상세보기
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

상세보기
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.
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

상세보기
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

상세보기
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

원문보기 상세보기
Son SH, Park KH, Fitriani H, Kim SK. Embodied CO 2 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

상세보기
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

상세보기
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

상세보기
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

상세보기
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

상세보기

표제어: PCR

동의어: Packet Collision Rate

용어 설명 출처 목록 (6)

용어 설명: PCR은 세균 특이성이 있는 primer를 이용하여 적은 수의 세균이 있을지라도 쉽게 검출할 수 있는 유용한 방법이며, 이를 이용하여 구강 내 치면세균막이나 타액에서 직접 세균을 검출할 수 있게 되었다[8].

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