DOI QR코드

DOI QR Code

An Experimental Study of Water Vapor Pressure Change by Ambient Temperature at the Interface between Concrete and Fluid-Applied Membrane Layer

  • Ko, Jin-Soo (Meeram I.F) ;
  • Kim, Byung-Yun (KCI Research Center) ;
  • Park, Sung-Woo (Samsung Engineering & Construction, Institute of Construction Technology) ;
  • Lee, Mun-Hwan (Korea Institute of Construction Technology, Building & Urban Research Division) ;
  • Lee, Sung-Bok (Housing & Urban Research Institute, Korea National Housing Corporation)
  • Published : 2009.06.30

Abstract

Over about 30% of problems in construction is related to water-leaking, and the loss from this problem can incur as much as three times the cost of initial construction. Thus, water vapor pressure is known to be the primary cause of defective waterproofing. Accordingly, the theories on the relationship between water pressure and temperature as well as damp-proofing volume of concrete and the change in vapor pressure volume were reviewed and analyzed in this study by making test samples after spraying a dampness remover and applying waterproofing materials to the prepared test specimens. The result of measuring water vapor pressure with the surface temperature of the waterproofing (fluid-applied membrane) layer at the experimental temperature setting of about $10^{\circ}C$, which is the annual average temperature of Seoul, indicated that (1) the temperature of the fluid-applied membrane elevated to about $40^{\circ}C$, and the water vapor pressure generated from the fluid-applied membrane was about 0.03 N/mm 2 when the surface temperature of the waterproofing layer was raised to about $80^{\circ}C$. (2) when the temperature of the fluid-applied membrane of the waterproofing layer was raised from $30^{\circ}C$ to $35^{\circ}C$, water vapor pressure of about 0.01 N/mm 2 was generated, and (3) when a thermal source was applied to the fluid-applied membrane (waterproofing) layer, the temperature increased from $35^{\circ}C$ to $40^{\circ}C$, and approximately $0.005\;N/mm^2$ of water vapor pressure was generated.

Keywords

References

  1. Hwang, B. J., et al., “Fundamental Study of Mortar Property Using Discarded Wood Material,” Journal of Architectural Institute of Korea, Vol. 23, No. 2, 2003.
  2. Oh, B. H., Causes and Counter-Measures for the Types of Cracking and Water-Leaking of Concrete Structures, Hanjin Construction Technology, 2003.
  3. Lee, M. S., et al., “Evaluation of Water-Sealing of Concrete by Using the Theory of Water Absorptivity,” Journal of Architectural Institute of Korea, Vol. 17, No. 2, 2001.
  4. Lee, M. S., “Investigation of Water-Absorption Performance of Cement-Mortar Heterogenous Composite,” Journal of Architectural Institute of Korea, Vol. 21, No. 11, 2005.
  5. 小池迪夫, et al., “Water-Retaining Condition of Concrete by the Degree of Dryness Right after the Concrete Placement,” Journal of Architectural Institute of Japan on Structure, No. 412, 1990.
  6. Korea Meteorological Administration, http://www.kma.go. kr, Highest and Lowest Daily Temperature by the Month, 2005.