원위치파쇄기층화 공법의 개발 및 실용화 연구

Development and Practical Use of Rubblization Method

  • 고석범 (대림산업(주) 기술연구소) ;
  • 김경택 (대림산업(주) 기술연구소) ;
  • 이영철 (대림산업(주) 기술연구소) ;
  • 이승우 (강릉대학교 토목공학과)
  • Ko, Seok-Beom (Technology Research Institute, Daelim Industrial Co., Ltd.) ;
  • Kim, Kyung-Taek (Technology Research Institute, Daelim Industrial Co., Ltd.) ;
  • Lee, Young-Chul (Technology Research Institute, Daelim Industrial Co., Ltd.) ;
  • Lee, Seung-Woo (Dept. of Civil Engineering, Kangnung National University)
  • 발행 : 2005.10.07

초록

The rubblization technique is breaking the aged concrete pavement slab into rubblized concrete aggregate, and use it as an base material at its original position, then builds overlay above the rubblized base. This method has been successively used in USA due to the advantage of good contructibility, cost-effectiveness as well as the capability of preventing of reflection cracks. However, constructibility and economic performance of rubblization on typical Korean concrete pavements needed to be investigate since to typical Korean concrete pavements have thick slab, as well include lean concrete subbase course. This stud explored optimum breaking depth and suggested minimum 10cm based on reflection crack simulation test. Also proper head shape and impact energy were investigated based on small breaking field tests. It was found that $127kg/cm^2$ of stress with 52.3% of head contact area are breaking requirement. Also, Multi-head type breaker suitable for Korean condition was designed and developed. This multi-head type breaker was designed to rubblize old concrete to the suggested optimum rubblized-depth and rubblized-concrete-aggregate size to prevent reflection crack and maintain high bearing capacity. This machine was used for the test of rubblization of old concrete pavement on a non-use old concrete and a in-serviced road. In these two tests, engineering properties of rubblized base and constructability and cost were investigated. In both tests, the old concrete rubblized to targeted size and depth, and high-level bearing capacity was achieved. Also, superior constructability and lower cost compared with traditional reconstruction was examined.

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