• Title/Summary/Keyword: dry construction

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A Study on Fundamental Performance of Epoxy Resin Mortar Mixed Special Cement for Concrete Surface Control (특수시멘트 혼입 에폭시 수지계 콘크리트용 바탕조정재의 기초물성에 관한연구)

  • 최성민;김용현;황원주;오상근
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.10c
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    • pp.145-150
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    • 1998
  • This study deals with the effect on performance of epoxy resign mortar mixed special cement for surface control and maintenance of aging concrete construction. The test of main property of epoxy resign in this study are the evaluation on the adhesive strength between substrate and epoxy resign mortar under the environment of wet or concrete substrate surface. We gained the test results of good adhesive strength over 15 kgf/$\textrm{cm}^2$ under the wet and dry condition of concrete surface.

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Design of the Busan-Geoje Fixed Links Immersed tunnel (기획특집 - 거가대교 침매터널의 설계)

  • Lee, Jung-Sang
    • Journal of the Korean Professional Engineers Association
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    • v.43 no.2
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    • pp.30-33
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    • 2010
  • Immersed tunnel had been a rather new term in Korea before Busan-Geoje fixed link project was started and became known through the media. Although Korean is unfamiliar with the immersed tunnel, this construction method has a long history in the world. Busan-Geoje Fixed Link immersed tunnel consist of 18 elements and each element is approximately 180m long. These tunnel elements are prefabricated of reinforced concrete in a temporary dry dock and are towed to the site and lowered into final position in a dredged trench and are placed on a screeded gravel bed directly without temporary support.

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An experimental study on the adhesive properties of the top coated materials for concrete slab (콘크리트 슬래브 마감재료의 계면부착 거동에 관한 실험적 연구)

  • 이종열;손형호
    • Proceedings of the Korea Concrete Institute Conference
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    • 1995.10a
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    • pp.273-277
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    • 1995
  • This study presents the physical and adhesive properties of the top coated materials for concrete slab. i.e, cement based top coated materials. epoxy mortar. The purpose of this study offers the investigation of construction factors to affect the quality of the coated materials over hardened concrete. The experimental results shows that the water content 3% of sand decline the strength and adhesive properties of epoxy mortar, on the other hand, dry surface and curing for cement based material.

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Durability of Photocatalytic Cement after Nitric Oxide-Wet-Dry Cycling

  • Lee, Bo Yeon;Kurtis, Kimberly E.
    • Journal of the Korea Institute of Building Construction
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    • v.14 no.4
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    • pp.359-368
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    • 2014
  • Photocatalytic cement has been receiving attention due to its high oxidation power that reduces nitrogen oxide, thus contributing to a clean atmospheric environment. However, there has not yet been a thorough investigation on the effect of photocatalytic reactions on the durability of cementitious material, the parent material. In this study, photocatalytic cement samples were exposed to nitric oxide gas and UV along with cycles of wetting and drying to simulate environmental conditions. The surface of samples was characterized mechanically, chemically, and visually during the cycling. The results indicate that that the photocatalytic efficiency decreased with continued NO oxidation. The pits found from SEM indicated that chemical deterioration, such as acid attack or leaching, did occur. However, this was not confirmed by X-ray diffraction. The hardness was not affected, probably due to the formation of CSH as evidenced by the XRD pattern. In conclusion, it was found that photocatalysis could alter cementitious materials both chemically and mechanically, which could further affect long-term durability.

The Influence of That Changes in Aggregate Material and Unit Binder Weight Have on the Material Properties of Regular Strength Concrete (골재원 및 단위결합재량 변화가 일반강도 콘크리트의 물성에 미치는 영향)

  • Park, Yong-Jun;Kim, Sang-Sub;Lee, Myeong-HO;Jo, Man-Ki;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.11a
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    • pp.17-18
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    • 2015
  • In the case of concrete recently manufactured with a concrete mixing truck, although aggregate and cement are used as the main ingredients, from a costs savings perspective, low quality aggregates are processed and used as concrete aggregate. In the case of these low quality aggregates, the unit volume and unit binder weights are increased for manufacturing, and due to this problems such as dry shrinking of the architecture and economic infeasibility have arisen. Therefore by changing the aggregate material and the unit binder weights that are currently being distributed, this research analyzes the influence on concrete.

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Compressive Strength Tests on Frozen Siberian Clay (시베리아 동토지역 점성토의 압축강도 시험)

  • Kim, Young-Chin;Martin, Christ
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.97-104
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    • 2008
  • The objective of this study was to investigate the strength characteristics of frozen clay. Compressive strength tests were performed on frozen clay with different water contents at various temperatures. The dry density of specimens and strain rate was kept constant. Test results showed that compressive strength increased with increasing water content and decreasing temperature. The increase in peak strength became more significant the lower the temperature for a given water content. The failure mode changed from brittle to ductile deformation with increasing water content and decreasing temperature. Tests also showed an increase in deformation modulus with increasing peak strength, increasing water content and decreasing temperature.

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Estimation of Soil Volume Conversion Factors using Nondestructive Testing Methods (비파괴시험기법을 이용한 토량환산계수 산정 방법 제시)

  • Son, Thai An;Ryu, Hee-Hwan;Cho, Gye-Chun;Hong, Eun-Soo;Jin, Gyu-Nam
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.717-721
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    • 2010
  • Soil volume conversion factors are used for estimation of an excavated the soil volume which will be removed or added in levelling the ground surface of a construction site. An accurate evaluation method will help us reduce a construction cost and time consuming. In this study, we performed the laboratory tests, including grain size measurement, water content, specific gravity, porosity, density and XRD tests, to suggest reliable soil volume conversion factors and weathering indices in field using nondestructive methods. The weathering index and soil volume conversion factor L are obtained for different types of soils. At results, the CIW index is the best method measuring the weathering index and the factor L is relative to natural porosity, void ratio, density and dry density.

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Flame-resistant treatment schedule of Microwave drying wood (마이크로웨이브 건조목재의 방염처리 스케줄)

  • Park, Cheul-Woo;Her, Jae-Won;Lim, Nam-Gi
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.11a
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    • pp.27-28
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    • 2011
  • This research aims to secure fundamental data for the development offire-retardant wood by soaking dried wood in fire-retardant liquid. To dry wood, optimal drying conditions for softwood usually used as structural material and hardwood usually used as finishing or furniture material were derived by varying the microwave outputs and heating times of microwave wood drying equipment. The research foundthat each specimen needs 8 to 15 minutes of heating time depending on water content and output. For softwood, fire-retardant liquid equivalent to about 10 percent of the total mass of the specimen infiltrated into the dried wood, of which the water content was reduced to 5~6 percent.

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Strength Properties and Pore Structure of Epoxy-Modified Mortars under Steam and Steam/Heat Combined Curing (증기 및 가열 조합양생에 의한 에폭시수지 혼입 모르타르의 강도 및 세공구조)

  • Lee, Jae-Hwa;Kim, Wan-Ki
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.11a
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    • pp.107-108
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    • 2011
  • The purpose of present study is to examine the application of effective curing to hardener-free epoxy-modified mortars. The epoxy-modified mortars are prepared with polymer-cement ratios, subjected to two types of curing conditions, and tested for compressive, flexural and tensile strengths. As a result, hardener-free epoxy-modified mortars with steam curing is markedly improved with increasing air-dry curing period. High strength development of the epoxy-modified mortars may be achieved by the dense microstructure by cement and the hardener of the epoxy resin in the mortars.

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