TY - JOUR
T1 - Case study of the core structure succeeding method for tall building construction
AU - Choi, Yong Seok
AU - Lim, Insig
AU - Kim, Taehoon
AU - Cho, Hunhee
AU - Kang, Kyung In
N1 - Funding Information:
This research was supported by a Korea University Grant (K1502421) and by Individual Basic Science and Engineering Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (NRF-2015R1D1A1A01058681).
Publisher Copyright:
© 2016 American Society of Civil Engineers.
PY - 2016/12/1
Y1 - 2016/12/1
N2 - In tall building construction, the adoption of the appropriate construction method for the core structure process is critical in terms of both the structural aspect of the building and the schedule estimation. This study introduces a new core structure succeeding construction method (CSSCM) for tall buildings with steel-reinforced concrete structures to address the obstacles of the existing core structure preceding construction method (CSPCM) such as limited workspace, interference between activities, difficulties in wall and slab joint construction, and similar obstacles. The study also shows the technical details and compares the results from the applications of CSPCM and CSSCM to an actual tall building project. The results revealed that this method has potential as a cost-effective construction method for structural frameworks of tall buildings where short cycle times are required. In addition, the method provided stable working environments for the steel erection including outriggers and core works. This study will assist engineers and managers in applying the CSPCM construction method appropriately to similar projects and dealing with flexible changes in building design and engineering technologies.
AB - In tall building construction, the adoption of the appropriate construction method for the core structure process is critical in terms of both the structural aspect of the building and the schedule estimation. This study introduces a new core structure succeeding construction method (CSSCM) for tall buildings with steel-reinforced concrete structures to address the obstacles of the existing core structure preceding construction method (CSPCM) such as limited workspace, interference between activities, difficulties in wall and slab joint construction, and similar obstacles. The study also shows the technical details and compares the results from the applications of CSPCM and CSSCM to an actual tall building project. The results revealed that this method has potential as a cost-effective construction method for structural frameworks of tall buildings where short cycle times are required. In addition, the method provided stable working environments for the steel erection including outriggers and core works. This study will assist engineers and managers in applying the CSPCM construction method appropriately to similar projects and dealing with flexible changes in building design and engineering technologies.
KW - Construction materials and method
KW - Core structure construction
KW - Core structure preceding construction method
KW - Core structure succeeding construction method
KW - Tall building construction
UR - http://www.scopus.com/inward/record.url?scp=84996503605&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)CO.1943-7862.0001197
DO - 10.1061/(ASCE)CO.1943-7862.0001197
M3 - Article
AN - SCOPUS:84996503605
VL - 142
JO - American Society of Civil Engineers, Journal of the Construction Division
JF - American Society of Civil Engineers, Journal of the Construction Division
SN - 0733-9364
IS - 12
M1 - 05016017
ER -