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콘크리트 구조물의 탄산화속도에 관한 연구

A Study on Carbonation Velocity for Concrete Structures

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키워드

주제분류안전공학

초록

The carbonation velocity is produced an effect on carbon dioxide(CO2) density of surrounding near structures, the concrete quality and types of structures and this study was accomplished to draw a conclusion for estimated formula of carbonation velocity coefficient with various factors by the concrete quality on the base of the data of the durability surveyed in Korea. From the results of analysis of carbonation velocity, the followings were appeared. It is analyzed that carbonation velocity of the structures under urban area is 1.5 times faster than the rural area in the bridges case and it is 2.5 times faster than the rural area in the tunnels case. And the order of carbonation velocity of the structures under urban area is the buildings, the tunnels, the bridges and they are evaluated to progress about 2.7 times and 1.3 times faster than the bridges. In the rural area, the bridges are evaluated to progress about 1.3 times faster than the tunnels and it is analyzed that the carbonation velocity of the upper structures of the bridges under urban area is about 1.3 times faster than lower structures. The results which is compared to estimated formula of carbonation velocity coefficient of Kishitani equation which is generally applied for convert compressive strength into W/C ratios, most of those velocity of structures is faster than the results of Kishitani equation.

Abstract

The carbonation velocity is produced an effect on carbon dioxide(CO2) density of surrounding near structures, the concrete quality and types of structures and this study was accomplished to draw a conclusion for estimated formula of carbonation velocity coefficient with various factors by the concrete quality on the base of the data of the durability surveyed in Korea. From the results of analysis of carbonation velocity, the followings were appeared. It is analyzed that carbonation velocity of the structures under urban area is 1.5 times faster than the rural area in the bridges case and it is 2.5 times faster than the rural area in the tunnels case. And the order of carbonation velocity of the structures under urban area is the buildings, the tunnels, the bridges and they are evaluated to progress about 2.7 times and 1.3 times faster than the bridges. In the rural area, the bridges are evaluated to progress about 1.3 times faster than the tunnels and it is analyzed that the carbonation velocity of the upper structures of the bridges under urban area is about 1.3 times faster than lower structures. The results which is compared to estimated formula of carbonation velocity coefficient of Kishitani equation which is generally applied for convert compressive strength into W/C ratios, most of those velocity of structures is faster than the results of Kishitani equation.

참고문헌 (13)

  1. 지구대기감시보고서 2006 - 온실가스 및 반 응가스, "기상청", 기상청, 17~20 (2006)
  2. WMO, "Greenhouse Gas Bulletin - The State of Greenhouse Gases in the Atmosphere Using Global Observations through 2005, NO. 2:1", WMO, ~ (2006)
  3. 콘크리트 염해 및 탄산화로 인한 내구성 저하 방지대책 연구, 연구보고서, "한국콘크리트학회", 한국콘크리트학회, 131~193 (2001)
  4. 오광진, "콘크리트구조물의 탄산화깊이 측정방법 및 평가방법", 구조물진단학회지, 5(4), pp.11~18 (2001)
  5. 권성준, "균열을 가진 초기재령 콘크리트의 탄산화 해석", 대한토목학회 논문집A, 24(5A), pp.1011~1022 (2004), 대한토목학회
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  8. 콘크리트 내구성 평가절차 수립, 연구보고서, "시설안전기술공단", 시설안전기술공단, ~ (1999)
  9. 岸谷孝一, "コンクリトの 耐久性 ツリズ 中性化" (1986), "
  10. 日本土木學會, "コンクリト耐久設計指針(案)", 日本土木學會, ~ (1993)
  11. 日本土木學會, "コンクリト標準施方書-施工編", 日本土木學會, ~ (2000)
  12. Papadakis, V, G., "Reaction Engineering Approach to the Problem of Concrete Carbonation", J. of AICHE, 35, pp.1639~1650 (1989)
  13. Papadakis, V, G., "Physical and Chemical Characteristics Affecting the Durability of Concrete", ACI Materials Journal, 8(2), pp.186~196 (1991)

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