• 제목/요약/키워드: bonding mortar

검색결과 70건 처리시간 0.025초

Performance Evaluation of Sprayed Ductile Fiber-Reinforced Mortar as a Repairing Material

  • Kang, Su-Tae;Koh, Kyung-Taek;Ryu, Gum-Sung;Kim, Jin-Soo;Han, Cheon-Goo
    • International Journal of Concrete Structures and Materials
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    • 제2권1호
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    • pp.27-33
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    • 2008
  • Most of existing repair materials have some shortcomings such as brittle fracture, imperfect interface bonding and marked difference in modulus of elasticity compared with the structures. These problems make their repair inefficient. Some researches on using a fiber-reinforced mortar as an alternative to enhance the efficiency have been carried out recently. This paper presents the results of an experimental study on the performance of sprayed PVA fiber-reinforced mortar as a repair material. We evaluated its mechanical properties, durability and strengthening effect. This study shows that the sprayed PVA fiber-reinforced mortar is remarkably effective as a repair material.

카테콜 작용기를 함유한 키토산 고분자 혼입율에 따른 시멘트 모르타르의 특성 변화 (Synthesis of catechol-conjugated chitosan and its application as ana dditive for cement mortar)

  • 최회영;최세진;고혜민
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2022년도 봄 학술논문 발표대회
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    • pp.255-256
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    • 2022
  • We synthesized catechol-conjugated chitosan (CCC) to study its usefulness as a construction material additive in cement mortar. The degree of catechol conju-gation (DOCcat) of the synthesized CCC was determined to be approximately14% by UV-vis and 1H NMR spectroscopy. Furthermore, the hydroxyl and amine groups in CCC could play a crucial role in hydrogen bonding, metal coordination, and cross-linking processes via interaction with adducts from cement mortar. In this study, we observedanimprovement in the compressive strength and absorption rate, suggesting that CCC is a promising candidateforhigh-performance cement mortar.

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패각류를 혼입한 모르터의 기초물성 평가 및 계면 결합상태 (Evaluation on the Properties and Interfacial Bonding Form of Mortar Mixed with Waste Shells)

  • 문훈;김지현;이재용;정철우
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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    • pp.208-209
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    • 2014
  • Recently, many environmental problems occur due to the waste shells in South Korea. In case of oyster and cockle, utilizing waste shells to produce fertilizer once also, but due to sluggish consumption, production is no longer difficult. The stored amount of waste shells in the fertilizer manufacturing company is overfilled, and thus cannot accept any more of the waste shells. As a result, landfill and dumping of waste shells have become an increasingly environmental problems. In this research, the basic physical properties and interfacial bonding form of the mortar mixed with waste shells (manila clam, cockle, clam, sea mussel, oyster) were evaluated.

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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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미시적 탄산화 거동에 기초한 순환 골재의 최적 탄산화 개질 기간 (Optimum Carbonation Reforming Period of Recycled Aggregate Based on the Microscopic Carbonation Conduct)

  • 신진학;김한식;하정수;정란
    • 콘크리트학회논문집
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    • 제28권3호
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    • pp.329-340
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    • 2016
  • 건설 시장에서는 기존의 건물을 철거하거나 보수하는 사례가 늘어나면서 막대한 양의 건설 폐기물이 발생되고 있다. 건설폐기물의 재활용은 자원절약과 환경보전 그리고 건설 산업의 지속적인 발전을 실현하는데 있어서 중요하다. 이에 따라, 폐콘크리트를 파쇄한 후 생산되는 순환 골재의 가치가 환경적, 경제적인 측면에서 대두되고 있다. 순환 골재를 사용한 콘크리트는 일반 골재를 사용한 콘크리트에 비해 성능이 저하한다고 알려져 있고, 성능 저하의 원인은 부착 이질재(시멘트 페이스트 및 모르타르)의 양과 부착 이질재에 내포하는 공극의 양에 따라 좌우된다고 보고되고 있다. 탄산화 메커니즘에 대한 보고에 따르면 탄산화의 진행에 의해 시멘트계 재료의 공극이 충전된다고 알려져 있다. 따라서, 본 연구에서는 순환 골재에 부착한 이질재의 공극 충전에 의한 품질향상을 목표로 하여 탄산화 메커니즘을 기반으로 순환 골재의 부착 이질재 두께에 적합한 최적 탄산화 개질 기간의 추정을 목적으로 한다. 이에 따라, 본 연구에서는 순환 골재의 입도분포에 대한 부착 이질재의 부착율과 부착 두께를 산정하여 부착 이질재를 가정한 모의시험체의 촉진 탄산화 재령에 따른 화학적 정량분석을 통해 재령 경과에 따른 탄산화 깊이를 도출하였다. 또한, 촉진 탄산화 재령과 탄산화 깊이에 대한 상관관계를 바탕으로 부착 이질재 두께에 적합한 순환 골재의 탄산화 개질 추정 기간을 제안하였다.

실란 커플링제를 첨가한 발포폴리스티렌 혼입 폴리메타크릴산 메틸 모르타르의 부착특성 (Bonding Properties of PMMA Mortars Using EPS with Silane Coupling Agent)

  • 이철웅;문경주;최낙운;전성환;소양섭
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.301-304
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    • 2006
  • The purpose of this study is to evaluate bonding properties of PMMA mortars using EPS with silane coupling agent. PMMA mortars are prepared with various silane coupling agent, and tested for flexural strength test, adhesion test in flexure and tensile strength in underwater and air. It is estimated that the application of silane coupling agent to PMMA mortar is more effective in underwater than air.

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하수관거 안전성 향상을 위한 보수 시스템 개발 (Development of Repair System for Drain Pipe to Enhance Safety)

  • 정지승;강원대
    • 한국안전학회지
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    • 제26권6호
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    • pp.45-53
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    • 2011
  • This study was performed to develop repair and reinforcing materials in sewage drain pipe by using 40% of CAC(Calcium Aluminate Cement) and 4% of Polymer Powder. Regarding reinforcing materials to enhance load-bearing capacity, polyester textile and wire mesh were adopted and then they were evaluated by the measurement of deflection and Stress-strain Relationship. Two types of drain pipe made by concrete and PE were considered as plain specimens and then loading test were performed after repaired by CAC mortar impregnated reinforcing materials. As the test results of the load-bearing test on both drain pipe, there was higher load-bearing capacity on the specimen adopted wire mesh but debonding of repair mortar was found due to stiffness of wire mesh. By the way, repair system using CAC mortar impregnated polyster textile without wire mesh showed satisfactory results including bonding and load-bearing capacity regardless substrate, so this repair system using by mixture of CAC mortar and polyster textile is suggested as the reasonable repairing method within this experimental scope.

발수제종류별 잔골재 입도에 따른 시멘트 모르타르의 강도 및 발수특성 (Compressive Strength and Water Contact Angle Properties of Cement Mortar by Type of Water Repellent)

  • 강석표;강혜주;김상진;서정인
    • 한국건축시공학회지
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    • 제21권6호
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    • pp.529-538
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    • 2021
  • 본 논문은 발수제 첨가 모르타르의 강도 및 발수성에 미치는 다양한 요인 중에서 발수제 종류 및 잔골재 입도에 대한 영향을 검토하고자 하였다. 그 결과 발수제 첨가 시멘트 모르타르의 압축강도는 무첨가 시멘트 모르타르와 비교하여 감소하였고, 올리고머계 발수제 첨가 모르타르의 압축강도는 모노머계 발수제와 비교하여 높게 나타났다. 또한 잔골재 입도에 따른 시멘트 모르타르 압축강도 영향은 크게 나타나지 않았다. 발수제 첨가 모르타르의 접촉각은 무첨가 모르타르와 비교하여 증가하였고, 올리고머계 발수제보다는 모노머계 발수제가 상대적으로 증가하였다. 또한 연마 전후 접촉각은 잔골재 입도에 따라서 상이한 경향을 보이고 있다.

에폭시 수지 접착제를 보강한 타일의 수축특성 평가 (Evaluation of Shrinkage Properties of Tiles Reinforced with Epoxy Resin Adhesive)

  • 이상규;김규용;황의철;손민재;이상윤;남정수
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2020년도 가을 학술논문 발표대회
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    • pp.163-164
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    • 2020
  • The purpose of this study was to evaluate the shrinkage properties of a tile reinforced with epoxy resin, which has the advantages of high adhesion and low shrinkage, and causes a hardening reaction by chemical bonding with cement mortar. As a result, since the epoxy resin adhesive suppresses the moisture evaporation of the mortar, the drying shrinkage of the mortar itself is reduced, accordingly, the shrinkage of the tile itself is greatly reduced, and it is thought that it is possible to prevent a decrease in adhesion due to shear stress.

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Pinning retrofit technique in masonry with application of polymer-cement pastes as bonding agents

  • Shrestha, Kshitij C.;Pareek, Sanjay;Suzuki, Yusuke;Araki, Yoshikazu
    • Earthquakes and Structures
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    • 제5권4호
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    • pp.477-497
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    • 2013
  • This paper reports extensive experimental study done to compare workability and bond strength of five different types of polymer-based bonding agents for reinforcing bars in pinning retrofit. In pinning retrofit, steel pins of 6 to 10 mm diameters are inserted into holes drilled diagonally from mortar joints. This technique is superior to other techniques especially in retrofitting historic masonry constructions because it does not change the appearance of constructions. With an ordinary cement paste as bonding agent, it is very difficult to insert reinforcing bars at larger open times due to poor workability and very thin clearance available. Here, open time represents the time interval between the injection of bonding agent and the insertion of reinforcing bars. Use of polymer-cement paste (PCP), as bonding agent, is proposed in this study, with investigation on workability and bond strengths of various PCPs in brick masonry, at open times up to 10 minutes, which is unavoidable in practice. Corresponding nonlinear finite element models are developed to simulate the experimental observations. From the experimental and analytical study, the Styrene-Butadiene Rubber polymer-cement paste (SBR-PCP) with prior pretreatments of drilled holes showed strong bond with minimum strength variation at larger open times.