Construction Period Analysis of HPC Method by PC Construction Project Cases in KOREA

 
 
 
  • Abstract
  • Keywords
  • References
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  • Abstract


    This study was conducted as basic research for applying HPC method to building construction sites. HPC method was compared with an existing method (Half-slab method) for the analysis on a construction period. As a study method, this researcher analyzed the drawings and construction plans of the cases of the buildings constructed with Half-slab method. The analyzed seven buildings used as cases were domestically built within the last 5 years. According to the analysis, cases A and B that had columns divided for construction shortened about 16% of a construction period. The schedule of column assembly work was analyzed to be shortened much. That is judged to be because the use of a hollow PC column leads to a decrease in the number of columns. In particular, if HPC method is applied to a building construction site using large columns, it is analyzed to shorten a construction period more than the existing Half-slab method.

     

     


  • Keywords


    HPC method, hollow PC column, construction period, half-slab method

  • References


      [1] S. H. An., et al., A Study on the Proposal about the Improvement of PC in Construction Industry, Journal of Korea Institute of Building Construction, 2004. 20(7): p. 33-40.

      [2] D. H. Sin., Structural Capacity of the Exterior Beam-Column Joint Using Hollow Precast Concrete Column, Master’s thesis Korea National University of Transportation, Korea. 2016.

      [3] S. J. Lee., A Compressive Behavior of Hollow Precast Concrete Column, Master’s thesis Korea National University of Transportation, Korea. 2014.

      [4] B. R. Nam., Structural Capacity of Mortar-filled Head Splice Sleeve, Master’s thesis Korea National University of Transportation, Korea. 2016.

      [5] W. Y. Lim., et al., A Study on the Proposal about the Improvement of PC in Construction Industry, Journal of Korea Institute of Building Construction, 2014. 26(1): p. 35-46.

      [6] Kimoondang., Korea Society of Architectural Hybrid System, Korea precast prestressed concrete association, Precast concrete, Korea.


 

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Article ID: 18901
 
DOI: 10.14419/ijet.v7i3.7.18901




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