• 제목/요약/키워드: flexural adhesion strength

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균열깊이에 따른 폴리머 시멘트 복합체 보수 단면의 휨접착성능에 관한 연구 (A Study on the Flexural Adhesion Performance of Repair Section of Polymer Cement Composites by Crack Depth)

  • 김상현;박동엽;이창민;조영국
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2023년도 가을학술발표대회논문집
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    • pp.181-182
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    • 2023
  • This study is a study on the flexural adhesion performance of polymer cement composites(PCCs) repair section according to the crack depth, and the flexural adhesion strength was obtained through a flexural strength test of cement mortar that was filled into cracks and repaired to a certain thickness using PCCs made of ultra high-early strength cement and polymer dispersion of EVA. As a result of the study, the flexural adhesion performance according to the crack width and crack depth was expected to decrease the flexural adhesion strength as the crack depth increased at the crack width 3.0mm, but the crack width 2.0mm and 1.5mm did not show any tendency according to the crack depth. In addition, even in the final destruction, the fact that the cracks and bottoms filled with PCCs were not cut or dropped proves that PCCs have excellent adhesion and rich toughness.

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슬러리법에 의한 탄소섬유보강 시멘트복합체의 제조에서 보강섬유와 계면결착제와의 상관특성 (Characteristics Correlations Between Fiber-Reinforced and Interfacial Adhesion in Carbon fiber reinforced Cement composite Prepared by Slurry Method.)

  • 최응규
    • 한국건축시공학회지
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    • 제2권3호
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    • pp.131-138
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    • 2002
  • The objective of the study is to examine the characteristic correlations between reinforcing carbon fiber and interfacial adhesion agent since the interfacial adhesion strength between reinforcing carbon fiber and matrices is believed to be an essential element influencing the physical properties in carbon fiber reinforced cement composite using slurry method. The integrity of interfacial adhesion between reinforcing fiber and cement not only affects the quality of fiber reinforced cement composite but also influences to a large degree the physical properties of the cement composite when producing carbon fiber reinforced cement composite using slurry method. Having analyzed the physical properties 1.e., water content, tensile strength, flexural strength and flexural toughness of carbon fiber reinforced cement composite specimens, C-PAM(cation polyacrylamide) was determined to be an optimum interfacial adhesion agent. The study has also demonstrated that interfacial adhesion strength varies largely on the content and type of the reinforcing fiber. Judging from magnified view of the tensile shear cross-section using VMS(video microscope system), interfacial adhesion strength between reinforcing fiber and matrices is affected by the type of interfacial adhesion agent. According to the result of the experiments, C-PAM was determined to be an ideal interfacial adhesion agent when using carbon fiber in producing carbon fiber reinforced cement composite with the optimum content of carbon fiber being established.

다양한 조성의 혼용 폴리올에 기초한 접착력 및 굴곡성이 향상된 자외선 경화형 폴리우레탄 접착제의 합성 (Synthesis of UV Curable Polyurethane Adhesives Based on Various Compositions of Mixed Polyol with Improved Adhesion and Flexural Properties)

  • 이원영;박수용;김구니;정일두
    • 접착 및 계면
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    • 제23권4호
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    • pp.137-143
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    • 2022
  • 본 연구에서는 신발 및 의류용 접착제로 접착력과 굴곡성이 우수한 폴리우레탄 아크릴레이트 수지를 합성하기 위하여 폴리에스테르 폴리올인 poly(tetramethylene adiphate glycol) (PTAd)와 폴리에테르 폴리올인 poly(tetramethylene ether glycol) (PTMG)를 4,4'-methylene diphenyl diisocyanate (MDI), isophorone diisocyanate (IPDI), 1,4-butandiol (1,4-BD), 2-ydroxyethyl methacrylate (2-HEMA), dibutyl amine (DBA)와 함께 사용하여 폴리우레탄 아크릴레이트를 합성하였으며, 폴리올을 병용한 폴리우레탄 아크릴레이트의 열적·기계적 특성, 접착력 및 굴곡성을 검토하였다. 합성된 폴리우레탄 아크릴레이트의 유리전이온도는 -70~-40 ℃ 범위로 확인되었으며, PTAd 함량이 증가함에 따라 유리전이온도, 분해온도, 인장강도, 접착력 및 내열성이 증가하였고 반대로 신장률, 내수성 및 굴곡성은 감소되었다. 합성된 폴리우레탄 아크릴레이트는 PTAd와 PTMG 비율이 5:5일 때 높은 접착력과 굴곡성을 나타내었다.

에폭시 수지 접착제를 보강한 타일의 부착성능 평가 (Adhesion Properties of Epoxy Resin Adhesive Reinforced Tile)

  • 이상규;김규용;황의철;손민재;이상윤;남정수
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2020년도 봄 학술논문 발표대회
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    • pp.128-129
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    • 2020
  • In this study, flexural strength and tile adhesion strength were evaluated by using a mortar, dry mortar and an epoxy resin reinforced mortar to examine the adhesion performance by reinforcing the epoxy resin adhesive. As a result, it was clearly confirmed that the effect of improving the adhesion strength by reinforcing the epoxy resin adhesive regardless of the type of tile, and in particular, when applying the epoxy resin adhesive to the porcelain and polishing tiles, it is judged that sufficient adhesion performance can be secured.

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Adhesion Strength and Other Mechanical Properties of SBR Modified Concrete

  • Chmielewska, Bogumila
    • International Journal of Concrete Structures and Materials
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    • 제2권1호
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    • pp.3-8
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    • 2008
  • Polymer-cement composites are known repair materials. The aim of this work is to investigate the influence of various amount of dispersion of carboxylated styrene-butadience copolymer on the selected mechanical properties of polymer-cement concrete (PCC) and on its adhesion to ordinary concrete. The compressive, flexural and tensile strengths as well as frost resistance and fracture resistance of the composites are tested. Adhesion strength of PCC to ordinary concrete, as one of most important performance of good repair material is evaluated and analyzed using three test methods. The results obtained in standard pull-off test are compared with the two other tests. The first one, which is an adaptation of WST (wedge splitting test) characterizes crack propagation in the plane of bond created during repair. In the second test the resistance to shear is a measure of adhesion strength.

프리팩트 폴리머 시멘트 콘크리트용 주입 폴리머 시멘트 모르터의 성질에 관한 연구 (A Study on Basic Properties of Grouting Motars for polymer-Modified preplaced Aggregate Concrete)

  • 이철웅;김완기;조영국;소양섭
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 가을 학술발표논문집(II)
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    • pp.350-355
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    • 1998
  • Preplaced aggregate concrete in the building fields has recently been used in the partial repair works for damaged reinforced concrete structures, and polymer-modified mortars have been employed as grouting mortars for the preplaced aggregate concrete. The objective of this study is to clear the properties of polymer-modified grouting mortars. Polymer-modified mortars using a polystyrene acrylic(St/Ac) emulsion as grouting mortars for preplaced aggregate concrete are prepared with various mix proportions, and tested for flexural and compressive strengths, adhesion in tension. The flexural strength of emulsion-modified grouting mortars does not give much variation with increasing fly ash replacement for cement and sand-binder ratio. With increasing polymer-binder ratio, the flexural strength and adhesion in tension of St/Ac emulsion-modified grouting mortars increases, become nearly constant or reaches a maximum at a polymer-binder ratio of 5%. From the test results, St/Ac emulsion-modified grouting mortar with a polymer-binder ratio of 5%, a fly ash replacement of 10% for cement and sand-binder ratio of 1.0 is recommended as a grouting mortar for preplaced aggregate concrete.

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Adhesion of biofilm, surface characteristics, and mechanical properties of antimicrobial denture base resin

  • Ana Beatriz Vilela Teixeira;Mariana Lima da Costa Valente;Joao Pedro Nunes Sessa;Bruna Gubitoso;Marco Antonio Schiavon;Andrea Candido dos Reis
    • The Journal of Advanced Prosthodontics
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    • 제15권2호
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    • pp.80-92
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    • 2023
  • PURPOSE. This study incorporated the nanomaterial, nanostructured silver vanadate decorated with silver nanoparticles (AgVO3), into heat-cured resin (HT) at concentrations of 2.5%, 5%, and 10% and compared the adhesion of multispecies biofilms, surface characteristics, and mechanical properties with conventional heat-cured (HT 0%) and printed resins. MATERIALS AND METHODS. AgVO3 was incorporated in mass into HT powder. A denture base resin was used to obtain printed samples. Adhesion of a multispecies biofilm of Candida albicans, Candida glabrata, and Streptococcus mutans was evaluated by colony-forming units per milliliter (CFU/mL) and metabolic activity. Wettability, roughness, and scanning electron microscopy (SEM) were used to assess the physical characteristics of the surface. The mechanical properties of flexural strength and elastic modulus were tested. RESULTS. HT 10%-AgVO3 showed efficacy against S. mutans; however, it favored C. albicans CFU/mL (P < .05). The printed resin showed a higher metabolically active biofilm than HT 0% (P < .05). There was no difference in wettability or roughness between groups (P > .05). Irregularities on the printed resin surface and pores in HT 5%-AgVO3 were observed by SEM. HT 0% showed the highest flexural strength, and the resins incorporated with AgVO3 had the highest elastic modulus (P < .05). CONCLUSION. The incorporation of 10% AgVO3 into heat-cured resin provided antimicrobial activity against S. mutans in a multispecies biofilm did not affect the roughness or wettability but reduced flexural strength and increased elastic modulus. Printed resin showed higher irregularity, an active biofilm, and lower flexural strength and elastic modulus than heat-cured resin.

폴리머 혼입률에 따른 고강도 자기 수평 모르타르의 역학적 성능에 대한 실험적 연구 (An Experimental study on the Mechanical Performance of High-Strength Self-Leveling Mortar according to Polymer Mixing Ratio)

  • 정민구;조인성;김인수;이한승
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2020년도 가을 학술논문 발표대회
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    • pp.21-22
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    • 2020
  • This study is about high strength self-leveling mortar according to the mixing ratio of polymer. The self-leveling mortar currently released in Korea maintains a compressive strength of 40 Mpa as of 28 days. In addition, the level of bonding strength and flexural strength are kept the same. However, through this study, it is confirmed how the self-leveling mortar with a compressive strength of 60Mpa as of the 28th is shown according to the amount of polymer mixed. Experimental factors were configured according to the amount of polymer mixed, and the types of experiments were to confirm compressive strength, flexural strength, adhesion strength and flow. In addition, by confirming the early strength, a study was conducted to improve the quick workability compared to the self-horizontal mortar in the market.

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보수재료로서 고로슬래그 미분말 및 플라이애쉬를 혼입한 SAE 에멀젼 기반 폴리머 시멘트 모르타르의 휨접착 및 인장접착 특성 (Properties of Adhesion in Flexure and Tension of Polymer Cement Mortar Using SAE Emulsion with Blast-Furnace and Fly Ash as a Repair Material)

  • 조영국
    • 한국건축시공학회지
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    • 제19권6호
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    • pp.485-494
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    • 2019
  • 본 연구는 고로슬래그 미분말 및 플라이애쉬를 혼입한 SAE 에멀젼 기반 폴리머 시멘트 모르타르의 휨과 인장특성에 대하여 실험하여 혼화재의 혼입효과를 평가하고자 하였다. PCM은 폴리머 시멘트비와 혼화재의 혼입율을 변화시켜 시험편을 제작하였으며, 휨강도, 휨접착강도, 인장강도 및 인장접착강도 시험을 실시하였다. 연구결과, 혼화재의 혼입에 따른 휨강도 및 휨접착강도 개선은 거의 발현되지 않았으나, 인장강도 및 인장접착강도에서는 혼화재의 혼입에 따른 강도개선 효과를 얻을 수 있었다. 특히 PCM의 인장 접착강도는 P/C 20%, 고로슬래그 미분말 혼입율 10%에서 최대 3.35MPa로 보통시멘트 모르타르의 약 2.36배, 혼화재를 혼입하지 않은 PCM의 약 1.32배의 높은 강도를 나타냈으며 인장접착강도/인장강도비는 평균 48.7%를 나타냈다. 본 연구를 통하여 PCM의 인장 및 인장접착강도 개선을 위해서는 혼화재 혼입율 5% 또는 10%를 제안할 수 있었다.

시험방법에 따른 신ㆍ구 콘크리트의 부착강도 특성 (Characteristics of Bond Strength with Measuring Methods of Concrete)

  • 장흥균;김성환;홍창우;윤경구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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    • pp.597-600
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    • 2003
  • The development and maintenance of a sound bond are an essential requirements of concrete repair and replacement. The bond property of a bonded overlay to its substrate concrete during the lifetime is one of the most important performance requirements which should be quantified. A standard or a verified bond strength measurement method is required at field for screening, selecting materials and quality control for overlay or repair materials. This study compares the nipple pipe direct tensile test, flexural adhesion test, and core pull-off test with their test results. Substantial differences in the failure stresses of three test methods were attributed to their different geometries and loading conditions. From these comparison and investigation, core pull-off test was relatively good because the coefficient of variation values were about 2%. It would be suitable for use in-situ because of its simplicity and accuracy.

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