• Title/Summary/Keyword: 함침제

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Surface Layer Change of Concrete with Concrete Impregnant (침투성 함침제에 따른 콘크리트 표층부의 개질특성)

  • Song, Hun;Shin, Hyeong-UK;Chu, Yong-Sik;Lee, Jong-Kyu
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.11a
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    • pp.200-201
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    • 2013
  • This study is interested in manufacturing the concrete surface impregnants including tetra ethyl ortho silicate, alkali silicate for the repair of the exposed concrete and the color concrete requiring the advanced function in view of the concrete appearance. The surface layer change and porosity properties was tested for the review of application. The result of this study show that the effective silicate are tetra ethyl ortho silicate and alkali silicate t. The adhesion in tension is slightly increased but the reinforcement of concrete substrate is slight. So, the concrete impregnant of this study is more desirable for the improvement of durability rather than the reinforcement.

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A Study on the Evaluation of Carbonation Resistance of Fire Damaged Fiber-Reinforced High Strength Concrete with the Type of Surface Repair Materials (섬유혼입 고강도 콘크리트의 화재 후 표면보수재료의 종류에 따른 중성화 저항성 비교·평가에 관한 연구)

  • Sim, Sang-Rak;Ryu, Dong-Woo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.06a
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    • pp.81-82
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    • 2020
  • In this study, after applying a silicate-based impregnation and polymer-based coating to fire damaged high strength concrete, carbonation resistance was evaluated to compare and evaluate the carbonation depth according to the type of surface repair materials. As a result of the experiment, it was confirmed that the carbonation resistance was increased in the case of the concrete with the surface repair materials compared to the control specimen without the surface repair materials. In particular, in the case of the polymer-based coating agent, it was confirmed that the carbonation hardly progressed.

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Reforming Property of Tile and Concrete Surface layer Using Self-cleaning Concrete Impregnant (Self-cleaning 침투성 함침제의 적용에 따른 타일 및 콘크리트 표층부의 개질특성)

  • Song, Hun;Jeon, Chan-Soo;Kim, Young-Ho
    • Journal of The Korean Digital Architecture Interior Association
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    • v.13 no.4
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    • pp.61-68
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    • 2013
  • Concrete structure is not the only material vulnerable to physical and chemical processes of deterioration associates with severe conditions. Deterioration of the concrete structure, however, occurs more progressively from the outside of the concrete exposed to severe conditions. Especially, Carbonation, chloride ion attack is more important factor of concrete durability. This study is interested in manufacturing the self-cleaning concrete surface impregnant including TEOS, lithium silicate for the repair of the exposed concrete surface and the color concrete requiring the advanced function in view of the concrete appearance. Form the results, TEOS and lithium silicate are very effective that increasing the concrete durability using self-cleaning concrete impregnant. Self-cleaning concrete impregnant specimens is satisfied with performance requirement of KS standard in adhesion test in tension but the reinforcement of concrete substrate is slight. So, the self-cleaning concrete impregnant of this study is more desirable for the improvement of durability rather than the reinforcement.

Adhesion Characteristic and Porosity Change of Alkali Silicate Impregnant of Concrete (Silicate계 콘크리트 함침제 도포에 따른 부착특성 및 공극변화)

  • Song, Hun;Chu, Yong-Sik;Lee, Jong-Kyu;Lim, Young-Chul
    • Journal of the Korean Ceramic Society
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    • v.47 no.4
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    • pp.276-282
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    • 2010
  • There are the impregnating layer formation by surface protective materials or impregnants and the adhesion method by polymer, FRP sheet or steel plate in the surface protective method of concrete structure. The surface impregnation method by impregnants improves the durability of concrete structure by modifying the structure of the concrete surface and also have a merit that can be shortly applied in place without the decrease of concrete surface appearance and is easily applied again. This study is interested in manufacturing the concrete surface impregnants including lithium and potassium silicate for the repair of the exposed concrete and the color concrete requiring the advanced function in view of the concrete appearance. The durability and porosity properties was tested for the review of application. The result of this study show that the effective content of silicate ranges 5 to 20% and the separate application of the first impregnant and the second impregnant is effective for the optimum performance. The adhesion in tension is slightly increased but the reinforcement of concrete substrate is slight. So, the concrete impregnant of this study is more desirable for the improvement of durability rather than the reinforcement.

Mechanical Performance Evaluation in Concrete Impregnated with Silicate for TiO2 Utilization (광촉매 활용을 위한 실리케이트 기반 표면 침투제를 적용한 콘크리트의 역학적 성능 평가)

  • Kim, Hyeok-Jung;Kim, Young-Kee;Kwon, Seung-Jun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.6 no.2
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    • pp.108-114
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    • 2018
  • Degradations of durability and aesthetic performance in concrete happen during service life due to surface deterioration and dirt stains. Recently, many researches have been performed on self-cleaning and surface enhancement through surface impregnant using photocatalytic reaction with VOCs(Volatile Organic Compounds) removal. This paper is for preliminary study on surface impregnation with silicate and photocatalysis - $TiO_2$. For the work, two types of silicate based impregnants(CS - Coloidal Silica and SC - Sodium Alumina Silicate) are considered. Several tests for viscosity and surface tension are performed, and pull-off test on impregnated concrete is performed. For the surface impregnated concrete, $TiO_2$ is absorbed through submerging and spraying conditions. Through compressive strength test and SEM analysis, it is evaluated that spraying $TiO_2$ on surface impregnated concrete after 30min. of drying period is very effective both for strength enhancement and surface densification.

Property of Concrete Surface layer Using Self-Cleaning Silicate Concrete Impregnant (Self-Cleaning 실리케이트계 표면보호제를 적용한 콘크리트 표층부의 특성)

  • Song, Hun;Lee, Jong-Kyu;Chu, Yong-Sik
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.1 no.3
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    • pp.233-239
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    • 2013
  • This study is interested in manufacturing the self-cleaning silicate concrete surface impregnant including tetra ethyl ortho silicate, lithium silicate for the repair of the exposed concrete surface and the color concrete requiring the advanced function in view of the concrete appearance. The concrete surface layer change and static contact angel was tested for the review of application. The result of this study shows that the effective silicate is tetra ethyl ortho silicate and lithium silicate. The adhesion in tension is satisfied with performance requirement of KS standard but the reinforcement of concrete substrate is slight. So, The self-cleaning silicate concrete impregnant of this study is more desirable for the improvement of durability rather than the reinforcement.

Pot Life of Structural Adhesives for FRP Composite Used in Strengthening RC Members (구조보강용 FRP 함침·접착수지의 사용가능시간 분석)

  • Choi, Ki-Sun;You, Young-Chan;Kim, Keung-Hwan
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.12 no.3
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    • pp.191-198
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    • 2008
  • Pot life of two-component adhesives such as epoxy resin used in saturating FRP composite is defined as a certain time periods which can guarantee the bond performance and workability of epoxy resin. Therefore, adhesion procedure in strengthening RC members should be completed before chemical hardening is going on at job site. It has been known that there are two types of test method to evaluate the pot life of structural adhesive based on apparent viscosity or temperature change. This study is to verify the test methods how to assess pot life of structural adhesive for FRP composites by means of changing in apparent viscosity and means of exothermic reaction temperature proposed in existing test standards. Results of each test method were compared and analyzed, and reasonable test and evaluation method were suggested.