• Title/Summary/Keyword: Polymer cement

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An experimental study on strength of hybrid mortar synthesis with epoxy resin, fly ash and quarry dust under mild condition

  • Sudheer, P.;Muni Reddy, M.G.;Adiseshu, S.
    • Advances in materials Research
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    • v.5 no.3
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    • pp.171-179
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    • 2016
  • Fusion and characterization of bisphenol-A diglycidyl ether based thermosetting polymer mortars containing an epoxy resin, Fly ash and Rock sand are presented here for the Experimental study. The specimens have been prepared by means of an innovative process, in mild conditions, of commercial epoxy resin, Fly ash and Rock sand based paste. In this way, thermosetting based hybrid mortars characterized by a different content of normalized Fly ash and Rock sand by a homogeneous dispersion of the resin have been obtained. Once hardened, these new composite materials show improved compressive strength and toughness in respect to both the Fly ash and the Rock sand pastes since the Resin provides a more cohesive microstructure, with a reduced amount of micro cracks. The micro structural characterization allows pointing out the presence of an Interfacial Transition Zone similar to that observed in cement based mortars. A correlation between micro-structural features and mechanical properties of the mortar has also been studied.

Current aspects and prospects of glass ionomer cements for clinical dentistry

  • Park, Eun Young;Kang, Sohee
    • Journal of Yeungnam Medical Science
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    • v.37 no.3
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    • pp.169-178
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    • 2020
  • Glass ionomer cement (GIC) is a tailor-made material that is used as a filling material in dentistry. GIC is cured by an acid-base reaction consisting of a glass filler and ionic polymers. When the glass filler and ionic polymers are mixed, ionic bonds of the material itself are formed. In addition, the extra polymer anion reacts with calcium in enamel or dentin to increase adhesion to the tooth tissue. GICs are widely used as adhesives for artificial crowns or orthodontic brackets, and are also used as tooth repair material, cavity liner, and filling materials. In this review, the current status of GIC research and development and its prospects for the future have been discussed in detail.

A study on the improvement for performance of floor finishing materials using poly urethane with water reacting urethane (수반응 우레탄과 바닥용 경질 폴리우레탄을 이용한 바닥마감재의 성능향상에 관한 실험적 연구)

  • Park Jin-Sang;Kang Hyo-Jin;Oh Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2006.05a
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    • pp.43-46
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    • 2006
  • In this study on the appliable Asphalt sheet of monolithic and inorganic matter waterproofing material using of field because of problem of complex waterproofing sheet. Before this cement polymer modified waterproof coating and appliable asphalt sheet of monolithic whether have stability by method of construction about all style waterproofing that evaluate to new method of construction development naturally big emphasis put and try to approach. Did performance test item first at, as a result, drew by suitable thing in all KS items. This is considered to have more effective spot construction work because if means that have stability by material as well as method of construction.

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An Experimental Study on the Roof Composite Waterproofing Method for Membrane & Sheet Integrated Waterproofing Material (도막.시트 일체형 방수재를 이용한 옥상용 복합방수 공법에 관한 실험적 연구)

  • Oh Mi-Hyun;Park Jin-Sang;Choi Sung-Min;Park Young-Tea;Oh Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2006.05a
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    • pp.31-34
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    • 2006
  • In this study on the appliable Asphalt sheet of monolithic and inorganic matter waterproofing material using of field because of problem of complex waterproofing sheet. Before this cement polymer modified waterproof coating and appliable asphalt sheet of monolithic whether have stability by method of construction about all style waterproofing that evaluate to new method of construction development naturally big emphasis put and try to approach. Did performance test item first at, as a result, drew by suitable thing in all KS items. This is considered to have more effective spot construction work because if means that have stability by material as well as method of construction.

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Mechanical Properties and Durability of Abrasion of EVA Concrete Reinforced Steel Fiber (강섬유 보강 EVA 콘크리트의 역학적 특성 및 내마모성)

  • Sung, Chan Yong;Nam, Ki Sung
    • Journal of The Korean Society of Agricultural Engineers
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    • v.56 no.5
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    • pp.45-54
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    • 2014
  • This study was performed to evaluate compressive strength, flexural strength, static modulus of elasticity, stress-strain ratio and durability of abrasion on EVA concrete reinforced steel fiber (SF) in order to use hydraulic structures, underground utilities, offshore structures and structures being applied soil contaminated area. It is used ordinary portland cement, crushed coarse aggregate, nature fine aggregate, EVA redispersible polymer powder, superplasticizer and deforming agent to find optimum mix design of EVA concrete reinforced steel fiber. EVA concrete reinforced SF was effected on the improvement of mechanical properties and durability of abrasion.

The Maintenance Methods of Concrete Deterioration caused by Fire Attack (화재피해를 입은 콘크리트 구조물의 유지관리방안)

  • Kwon, Young-Jin;Yoon, Ung-Gi;Koo, In-Hyeok
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.05a
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    • pp.236-237
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    • 2015
  • Concrete is the one of the most widely used in every country as a structural materials. On the other hand, a lot of fire incident has been occurred all over the world. But maintenance methods such as inspection and diagnostic methods, design methods, quality control methods for the purpose of improving the performance of concrete structures damaged by fire has made in its own way. Therefore, the purpose of this proposal of new working item is is to ensure the safety of the concrete structures damaged by fire in the field of assessment of damage, design, repair methods and so on through the International Organization for Standardization.

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Strength Properties of High-Strength Polymer Cement Mortars Containing VAE Powder (VAE계 분말을 혼입한 고강도 폴리머 시멘트 모르타르의 강도 특성)

  • Choi, Jung-Gu;Lee, Gun-Cheol;Lee, Gun-Young
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.11a
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    • pp.19-20
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    • 2014
  • This study is to find out the tensile strength and bonding strength of VAE powder as a preliminary study for the application of the powder to the high strength concrete. The result of the study showed that the compressive strength decreases when more polymers is put into the concrete. On the other hand, it showed that the tensile strength and the bonding strength get improved when the more polymers are put into the concrete. Especially in case of the mixture for high strength concrete, it was found out that more strength is produced than the ordinary concrete.

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Characteristics and Applications of Fluorinated Polymer Bag Filters (불소계 고분자 여과집진막의 특성과 응용)

  • 김인규
    • Membrane Journal
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    • v.5 no.2
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    • pp.65-73
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    • 1995
  • Gore-Tex Membrane은 Ptfe(Polytetra Fluoroetylene)를 특수가공하여 극히 미세한 구조를 가지는 연속다공질체로 만들어 습건식용 산업용 여과재로 활용함으로써 그동안 사용되어 오던 종래의 심층여과방식의 여과포로서는 도저히 이룰 수 없었던 표면여과 기능을 갖춤에 따라 높은 집진효율이나 낮은 악력손실로 동시에 운전을 가능하게 한 새로운 첨단여과포로써 각종 산업분야에 이미 널리 적용되고 있다. 근래 Boiler, 소각로, 제철, 제강용로 등의 고온용 Bag Filter 소요가 증가됨에 따라 보다 효율적이고 경제적인 고온용 여과포에 대한 관심이 높아지고 있으며, 특히 소각로, 발전설비, Cement 생산공정 중 Kilin 공정 등에 주로 사용되어오던 전기 집진기 (Electrostatic Precipitator)의 집진효율이 Dioxine이나 Furan 등의 새로운 규제와 중금속, 혹은 분진들에 대해 강화되는 환경 규제치에 적응하기 어려워짐에 따라 Bag Filter로의 전환, 개선방안이 많이 연구되고 있으며 이미 활용되어지는 부분도 있는 바 이에 대한 새로운 적용방법 등을 소개하고자 한다.

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Anchor Design to Prevent Debonding of Repair Mortar in Repaired Concrete Members

  • Choi Dong-Uk;Lee Chin-Yong
    • Journal of the Korea Concrete Institute
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    • v.17 no.4 s.88
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    • pp.637-643
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    • 2005
  • Reinforced concrete beams or slabs are often strengthened or repaired using polymer modified cement concrete Stresses can develop in the structure by ambient temperature changes because thermal coefficients of the repair material and the existing concrete are typically different. Especially, shear stress often causes debonding of the interface. In this study, a rational procedure was developed where anchors can be designed in strengthened or repaired concrete members to prevent debonding at the interface. The current design procedure considers thicknesses and elastic moduli of the repair material and existing concrete, ambient temperature change, length, and beam-vs.-slab action. The procedure is also applicable to stresses developed by differential drying shrinkage.

A Study on the Physical Characteristics of Acryl Concretes for Thin Bridge Deck Pavements (박층 교면포장용 아크릴 콘크리트의 물리적 특성 연구)

  • Kim, Tae-Woo;Kim, Dae-Young;Nguyen, Manh Tuan;Lee, Hyun-Jong
    • International Journal of Highway Engineering
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    • v.11 no.3
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    • pp.1-11
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    • 2009
  • This study focuses on evaluating the applicability of an acryl based polymer concrete to the thin bridge deck pavements. The acryl concrete developed in this study is composed of Methyl Methacrylate(MMA) resin, benzol peroxide and fillers. To study the effects of the types and amounts of the components on the physical characteristics of the acryl concrete, viscosity, compressive strength and bending tests were conducted. The optimum mixture design was then determined based on the testing results. Several different types of laboratory tests, such as water and chlorine ion penetration tests, shrinkage and thermal coefficients tests, and tensile bonding strength tests were performed for the optimum acryl concrete and conventional cement concrete. The testing results show that water and chroline ion resistance, bonding strength between acryl and cement concrete and crack resistance of the acryl concrete is better than those of the conventional cement concrete. There are shortcomings that the conventional acryl concrete has a higher shrinkage and thermal coefficients. However, it was confirmed that to use newly developed rubberized MMA resin in this study reduces the crack resistance with substantially increased ductility.

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