• Title/Summary/Keyword: 철근적산

Search Result 4, Processing Time 0.019 seconds

The Study On The Actual Condition Of Rebar Work In Korean Building Construction (국내 건설 현장의 철근공사 실태조사에 관한 연구)

  • 이응균;박우열;강경인
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2002.11a
    • /
    • pp.133-138
    • /
    • 2002
  • Rebar work takes up big proportion in a construction work. The current process of purchasing, cutting and election, and working of rebar induces a lot of loss in rebar. This study is focused on analyzing the problem and the present condition of the process from the calculating of rebar quantifies to the actual constructional stage through surveying those who have experience in the estimation department, or the construction site of a domestic construction company. Many reform measures such as diversification of standard(i.e., 8-meter)bar, calculation of rebar quantities and construction according to the rebar election drawing, expansion of accuracy in layout plan, thoroughness in examination of layout plan in advance, utilization of the worked material, systemization of rebar control(management), and a shift in attitude of the field(site) manager were proposed as the result of the survey.

  • PDF

A Study on the Actual Condition Analysis and Improvement of Rebar Work in Korean Building Construction (국내 철근공사 실태분석 및 개선방안에 관한 연구)

  • Park, U-Yeol;Kim, Gwang-Hui;Gang, Gyeong-In
    • Journal of the Korea Institute of Building Construction
    • /
    • v.4 no.3
    • /
    • pp.83-91
    • /
    • 2004
  • With labor shortage and high-wage era, the construction cost is rising and the construction business is dull, demanding the construction environment of Korea to raise profitability through major cost savings and rationalization of construction management. However, although reinforcing bar(rebar) work, which greatly effects the building's safety, endurance, and construction time, is an important phase in construction, it holds serious problem of quality and productivity deterioration due to its characteristic of intensive-labor and maintaining of old work methods resulting in poor management, and costs increase. Therefor in this study to investigate current situation and problems of rebar work and to find methods of betterment, a survey was conducted to site engineers and individuals in division of cost estimate of domestic construction company. The survey questions were on the subjects of (1) calculating rebar quantity, (2) ordering and procurement, (3) rebar cutting and bending, and (4) rebar work management. Method of improvement was sought by analyzing the results of the survey

An Experimental Study on the Early Strength Prediction of Concrete by Maturity Method (적산온도법을 이용한 콘크리트 조기강도 예측에 관한 실험적 연구)

  • Kwon, Hae-Won;Bae, Yeoun-Ki;Kim, Suk-Il;Jee, Suk-Won;Lee, Jae-Sam;Song, In-Myung
    • Proceedings of the Korea Concrete Institute Conference
    • /
    • 2008.04a
    • /
    • pp.753-756
    • /
    • 2008
  • Recently, construction work period reduction is a very important topic of construction business circles. Because that is just big cost reduction. There is an important part of construction to decide the removal time of form. For prediction strength for removal form, P type schmidt hammer method and maturity method is used that. In case early strength prediction of maturity method, that is problem. Because setting duration of concrete is not proper considering. So this experimental study is a coefficient(A) of maturity method.

  • PDF

Algorithm for the Reinforced Concrete Framework Materials Take-off (철근콘크리트조의 골조물량산출 알고리즘)

  • Kim Tae-Hui;Hong Chae-Gon;Kim Sun-Kuk
    • Korean Journal of Construction Engineering and Management
    • /
    • v.4 no.1 s.13
    • /
    • pp.114-121
    • /
    • 2003
  • The precise quantity of materials is not yet taken off by the CAD system although it has Influenced in design productivity and automatic estimate. And various estimate systems developed so far deal with the quantity take-off of building members separately, which caused to over-estimate the part of each member. Therefore, the purpose of this paper is to develop algorithms of more precise estimate than that of current estimate by solving boundary conditions of the connection parts of building members, such as column, girder, beam, wall and slab. The algorithms are proposed to take off the quantity of concrete and form work and they will be used for the estimate of building structure more precisely and automatically than ever.