Thermal Crack Control about of LNG in Inchon

인천 LNG 지하탱크 Bottom 의 온도균열제어

  • 구본창 (쌍용양회공업(주) 중앙연구소 콘크리트연구실) ;
  • 하상욱 (쌍용양회공업(주) 중앙연구소 콘크리트연구실) ;
  • 김동석 (쌍용양회공업(주) 중앙연구소 콘크리트연구실) ;
  • 하재담 (쌍용양회공업(주) 중앙연구소 콘크리트연구실) ;
  • 이종열 (쌍용양회공업(주) 중앙연구소 콘크리트연구실) ;
  • 권영호 (대우건설 인천 LNG 생산기지시설현장 품질시험실)
  • Published : 2000.04.01

Abstract

The crack of concrete induced by the heat of hydration is s serious problem, particularly in concrete structures such as bridge piers. thick walls, box type walls, mat-slab of nuclear reactor building, dams of foundations of high rise buildings, etc. As a result of the temperature rise and restriction condition of foundation, the thermal stress which way induce the cracks can occur. Therefore the various techniques of the thermal stress control in massive concrete have been widely used. One of them is prediction of the thermal stress, besides low-heat cement which mitigates the temperature rise, design change which consider steel bar reinforcement, operation control and so on. In this study, firstly it introduce the thermal cracks control technique by employing low-heat cement concrete, thermal stress analysis, Secondly it shows the application of the cracks control technique like the bottom of No.15,16 Underground LNG Tank in Inchon.

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