• Title/Summary/Keyword: 동결공법

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A Study on Paving Technique using Polymer Epoxy Resin Materials (고분자 에폭시 수지혼합물을 이용한 포장기술 연구)

  • Oh, Seung Hwoon;Kim, Nak Seok;Kim, Wan Sang
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.2D
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    • pp.209-216
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    • 2009
  • This study was conducted to develop a thin paving technique using polymer epoxy resin materials which is considered as a durable pavement materials. The mechanical performance characteristics of the polymer epoxy resin materials were also evaluated to confirm the validity as a pavement materials. To estimate the performance properties of the materials, bending tests and bonding tests were performed using freeze-thaw and ultra-violet rays to accelerate the aging of materials. In addition, HYUNStay, a commercial structural analysis program for cable-stayed bridges, was used to compare the effect of paving materials between the polymer epoxy resin materials and the conventional ones on the reduction of cable tension and on the stability of the main tower. According to the test results, it is noted that the thin paving technique using polymer epoxy resin materials can improve the performance and durability of pavement compared to the conventional one.

Selection of Concrete Surface Impregnant through Durability Tests (내구성 실험을 통한 최적 표면침투제의 선정)

  • Kwon, Seung-Jun;Park, Sang-Sun;Lee, Sang-Min;Kim, Jong-Woo
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.6
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    • pp.77-86
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    • 2007
  • The repair technique utilizing surface impregnant is widely used due to its simple construction procedures and economical benefit. Surface protection through this reparing technique cannot increase the bearing capacity of concrete members much but increase the durability performance and service life efficiently. In this study, fundamental tests such as water suction and permeation are performed for concrete specimens with several organic/inorgarnic impregnant and suitable impregnant is selected on the basis of the results. Finally, durability tests such as carbonation, freezing and thawing, and chloride attack are carried out for the concrete specimens with selected impregnant and it is experimentally verified that they have good resistance to deteriorations.

Evaluation on the Performance of Surface Performance Improving Agent for the Deterioration Prevention of Concrete Structures (콘크리트 구조물의 열화방지를 위한 표면 성능 개선제의 성능 평가)

  • Ryu, Gum-Sung;Koh, Kyoung-Taek;Kim, Do-Gyeum;Lee, Jang-Hwa
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.9 no.4
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    • pp.177-186
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    • 2005
  • The latest concrete structure has showed that the deterioration of durability has been increased by the damage from salt, carbonization, freezing & thawing and the others. Therefore, the measures for the concrete which has deteriorated durability have been taken. Among them, it has been often used that surface treatment which cuts off the deterioration factors of durability by protecting the surface of concrete. However, troubles such as fracture and rupture in the repair layer have been reported as time goes by due to the difference between the organic repair material like epoxy and concrete properties. Researchers have been developing the repair material which can cut off the deterioration factors of durability such as $CO_2$ gas, chloride ion and water by making the formation of concrete elaborate through the reaction with calcium ion when the surface improving agent is coated on the concrete. The main ingredient of that is inorganic substance which is the same as the concrete property. This study was evaluated the surface improving agent for permeability, watertightness, air-permeability, chemical resistance and elution resistance. As a result, it has been reported that the surface improving agent improves watertightness and air-permeability by penetration more than 10mm within concrete. Therefore, it is concluded that the surface improving agent developed in this research prevents deterioration of concrete durability when it is coated on the concrete structure.