A Study on Reducing Deterioration in Long-span Slab Concrete

장스팬 슬라브 콘크리트의 열화저감에 대한 연구

  • 김대건 (제일모직주식회사, 건설사업부 건축ENG그룹) ;
  • 차훈 (제일모직주식회사, 건설사업부 건축ENG그룹) ;
  • 최상환 (제일모직주식회사, 건설사업부 건축ENG그룹) ;
  • 문경식 (제일모직주식회사, 건설사업부 건축ENG그룹)
  • Published : 2014.11.14

Abstract

In this study, fundamental properties of concrete mixed with fiber has been analysed. Compressive strength, tensile strength and plastic shrinkage has been tested to conduct the optimum addition ratio of fiber. Effect to control press concrete's cracking has been tested. The following results could be made as the conclusion. For the flowability, slump decreased about 41-79% when all types of fiber used in the concrete. When the addition ratio of fiber is 1.2%, the slump of concrete decreased about 45%. For the strength properties. all the specimens with different addition ratio of fiber shown higher compressive strength comparing with Plain. Comparing with Plain, cracking decreased when the fiber added. Especially, when NY fiber used in the concrete, the plastic shrinkage did not occurred. In addition, Latex modified concrete(LMC) has improved superior physical and chemical properties. The properties of latex, combined with the low water-cement ratio, produce a concrete that has improved flexural, tensile, and bond strength, lower modulus of elasticity, increased freeze-thaw resistance, and reduced permeability compared to conventional concrete of similar mix design.

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