• Title/Summary/Keyword: Super-Tall Buildings

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State-of-the-Art Research and Experimental Assessment on Fire-Resistance Properties of High Strength Concrete (고강도 콘크리트의 내화 특성에 관한 기존연구 고찰 및 실험적 연구)

  • Kim, Woo-Suk;Kang, Thomas H.K.;Kim, Wha-Jung
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.18 no.3
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    • pp.28-39
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    • 2014
  • This paper reviews past literatures relevant to fire-resistance properties of high strength concrete and investigates spalling mechanism of high strength concrete in fire. First, literatures were reviewed on spalling occurrence and fire-resistance methods. Second, a chemical change of concrete components in an elevated temperature was presented. Finally, the mechanism of the spalling occurrence and spalling resistance were examined in terms of hybrid fiber content. The focus of the experimental study as part of this research is to investigate the effects of fire on the variation of thermal properties of high strength concrete, which tends to be used in super tall buildings. This experimental study was devised to investigate the fire-resistance performance of high strength concrete containing hybrid fibers. A total of 48 test specimens were exposed to high temperature ranging from $100^{\circ}C$ to $700^{\circ}C$, including room temperature (${\sim}20^{\circ}C$). Test results provide valuable information regarding fire-resistance properties of strength concrete with 100 MPa or greater.

A Study on Optimal Inspection Interval for the Major Components of Construction Lift (건설용 리프트의 운행정보 및 고장데이터 분석을 통한 주요 부품별 점검주기 산출 연구)

  • Soh, Jiyune;Bae, Jaehoon;Han, Choonghee;Lee, Junbok
    • Korean Journal of Construction Engineering and Management
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    • v.16 no.3
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    • pp.68-77
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    • 2015
  • One of recent concerns for super-tall buildings is how to manage hoisting plans and equipment efficiently. Disasters are frequently occurred in relation to electromotive hoists and cranes which are commonly used in construction sites. For construction lifts, particularly, it is highly important to conduct regular inspections or prepare against breakdown in terms of safety. However, unfortunately the reality is that regular inspections are only flatly conducted according to operating hours only. A lift, whose life span is subject to the complicated considerations such as operating hours, loading condition, and the like of each component, is far too invalid as a means of maintenance. As a way to resolve this problem and improve its convenience and safety for users, this study intends to calculate individual inspection interval for the main components of lifts by measuring their actual operating hours with sensing technology and analyzing their historical data. The findings of study include calculation of inspection intervals for the main components of lifts and classification of components to check by the actual operating hours of lift (40, 90, 130, 400 hours), which are drawn up into tables. This will make an opportunity to suggest efficient maintenance measures by enabling prevention of safety accidents and enhancement of safety for workers. Also, it will lead to increasing productivity of works by eliminating sources of delaying the term due to the breakdown of lifts.

Prediction of Pumping Friction Resistance Coefficient in Pipe Influenced by Concrete Rheology Properties (콘크리트의 레올로지 특성에 따른 펌핑관내 마찰저항계수의 예측에 관한 연구)

  • Kim, Hyung-Rae;Cho, Ho-Kyoo;Kim, Jung-Chul;Lee, Kewn-Chu
    • Journal of the Korea Institute of Building Construction
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    • v.14 no.2
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    • pp.118-126
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    • 2014
  • The establishment of the technology for evaluating friction resistance and pipe pressure and the relation of the fluid characteristics and pumpability of concrete is essential for concrete pumping performance for the rapid construction of super-tall buildings. In this study, a quantitative evaluation of concrete fluid characteristics and surface friction resistance was performed, applying different concrete mix proportions and pumping conditions. To achieve this, we developed a temporary horizontal pumping evaluation system to measure pipe pressure and surface friction characteristics, and performed an experiment to investigate the relations between concrete rheology characteristics and friction resistance in pipe. The experiment found that in terms of the rheology characteristics, plastic viscosity was reduced remarkably after pumping. As well, high regression between the surface friction and pressure gradient was confirmed. This means that it is possible to evaluate the friction resistance between concrete and pipe by means of a pumping system that includes a frictional resistance testing pipe. In addition, high regression between the plastic viscosity of concrete after pumping and friction resistance coefficient was confirmed. Finally, it is considered that pumping pressure can be predicted using the friction resistance coefficient derived in this study, and it has high regression.