• 제목/요약/키워드: hardener types

검색결과 16건 처리시간 0.021초

Hydrolytic Stability of Cured Urea-Melamine-Formaldehyde Resins Depending on Hydrolysis Conditions and Hardener Types

  • Park, Byung-Dae;Lee, Sang-Min
    • Journal of the Korean Wood Science and Technology
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    • 제43권5호
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    • pp.672-681
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    • 2015
  • As a part of abating the formaldehyde emission of amino resin-bonded wood-based composite panels, this study was conducted to investigate hydrolytic stability of urea-melamine-formaldehyde (UMF) resin depending on various hydrolysis conditions and hardener types. Commercial UMF resin was cured and ground into a powdered form, and then hydrolyzed with hydrochloric acid. After the acid hydrolysis, the concentration of liberated formaldehyde in the hydrolyzed solution and mass loss of the cured UMF resins were determined to compare their hydrolytic stability. The hydrolysis of cured UMF resin increased with an increase in the acid concentration, time, and temperature and with a decrease in the smaller particle size. An optimum hydrolysis condition for the cured UMF resins was determined as $50^{\circ}C$, 90 minutes, 1.0 M hydrochloric acid and $250{\mu}m$ particle size. Hydrolysis of the UMF resin cured with different hardener types showed different degrees of the hydrolytic stability of cured UMF resins with a descending order of aluminum sulfate, ammonium chloride, and ammonium sulfate. The hydrolytic stability also decreased as the addition level of ammonium chloride increased. These results indicated that hardener types and level also had an impact on the hydrolytic stability of cured UMF resins.

수중 및 습윤 환경구조물 보수용 에폭시 모르타르의 경화제 종류에 따른 공학적 특성에 관한 연구 (A Study on the engineering Properties of Repairing Epoxy-Mortar According to Hardener types for Structures under Underwater and Humidity)

  • 박덕준;박상훈;이대경;배기선;김진만;백신원
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(II)
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    • pp.277-280
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    • 2005
  • Epoxy-mortar composites have been wildly used as finishing and repairing materials in the construction because of their excellent properties. Conventional epoxy-mortars and concretes have an inferior applicability and cost performance ratio due to the two component mixing of the epoxy resin and hardener. In this study, we examined the engineering effect of compressive strength and flexible strength according to the various epoxy-hardener in underwater and humidity environment, and evaluated the hardener types and physical effect of Epoxy mortar using cement binder in underwater and air condition. In this study, it was clarified that the engineering properties of repairing epoxy-motars were effected by the type of hardener.

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Effects of Hardener and Extender Contents on Curing Behavior of Urea-Melamine-Formaldehyde Resin

  • Eom, Young-Geun;XU, Guang-Zhu;Lee, Young-Kyu;Kim, Hyun-Joong
    • Journal of the Korean Wood Science and Technology
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    • 제36권5호
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    • pp.42-48
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    • 2008
  • This study was conducted to discuss the effects of hardener and extender contents on peak temperature, reaction enthalpy (${\Delta}H$), gelation time, viscosity change, and pH value in three types of UMF (urea-melamine- formaldehyde) resin with the help of perpHecT LogR meter, differential scanning calorimetry (DSC), and advanced rheometric expansion system (ARES), The results indicated that the pH value of Control A steeply decreased to 5,2 in the early stage but relatively remained constant thereafter as in Synthesis 1 and Synthesis 2, The peak temperature and time decreased as well, whereas ${\Delta}H$ and viscosity increased with the increase of hardener content. On the other hand, ${\Delta}H$ was not changed up to the extender content of 5% and then decreased with its further addition, And the pH value and peak temperature showed no change with the increase of extender content at the hardener content of 5% in three types of UMF resin, The effect of hardener content in this experiment, however, appeared more conspicuous in Control A than in the other two types of Synthesis 1 and Synthesis 2, These results might be caused by higher molecular weight with longer chains of methylene ($-CH_2-$) and methylene ($-CH_2-O-CH_2-$) ether bridges or much more branched chains in Control A.

석고 다이에 대한 다이 강화제의 영향 (THE INFLUENCE OF THE DIE HARDENER ON GYPSUM DIE)

  • 김영림;박주미;송광엽
    • 대한치과보철학회지
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    • 제45권4호
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    • pp.546-554
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    • 2007
  • Statement of problem: Die materials require abrasion resistance, dimensional stability with time, and high surface wettability for adequate material properties. Wear of gypsum materials is a significant problem in the fabrication of accurately fitting cast prosthetic devices. So It has been recommended that the use of die hardener before carving or burnishing of the wax pattern. Purpose: The purpose of this study was to compare the abrasion resistance and surface microhardness(Knoop) with 3 commonly used gypsum die materials(MG Crystal Rock, Super plumstone, GC $FUJIROCK^{(R)}$ EP) with and without the application of 2 die hardeners. Material and methods: Three die materials were evaluated for abrasion resistance and surface microhardness after application of 2 die hardeners(Die hardener and Stone die & plaster hardener). Thirty specimens of each gypsum material were fabricated using an impression of resin die(Pattern resin; GC Corporation, Japan) with 1-mm high ridges, sloped 90 degrees. Gypsum materials were mixed according to manufacturer's recommendations and allowed to set 24 hours before coating. Specimens were arbitrary assigned to 1 of 3 treatment subgroups (n=10/subgroup): no treatment(control), coated with Die hardener, and coated with Stone die & plaster hardener. Abrasion resistance(measured by weight loss) was evaluated using device in 50g mass perpendicular to the ridges. Knoop hardness was determined by loading each specimen face 5 times for 15 seconds with a force of 50g. A scanning electron microscope was used to evaluate the surface of specimens in each treatment subgroup. Conclusions: The obtained results were as follows: 1. 3 types of die stone evaluated in this study did not show significant differences in surface hardness and abrasive resistance(P<.05). 2. In the abrasive resistance test, there were no significant differences between GC $FUJIROCK^{(R)}$ EP and MG Crystal Rock with or without 2 die hardener(P<.05). 3. Super plumstone treated with Stone die & plaster hardener showed increased wear loss(P<.05) 4. Die hardener coatings used in this study decreased the surface hardness of the gypsum material(P<.05).

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

  • 이재화;김완기
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2011년도 추계 학술논문 발표대회
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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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Effects of Reaction pH and Hardener Type on Reactivity, Properties, and Performance of Urea-Formaldehyde (UF) Resin

  • Park, Byung-Dae;Kim, Yoon Soo;So, Won Tek;Lim, Kie Pyo
    • Journal of the Korean Wood Science and Technology
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    • 제30권3호
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    • pp.1-11
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    • 2002
  • This study was conducted to investigate the effects of reaction pH conditions and hardener types on the reactivity, chemical structure and adhesion performance of UF resins. Three different reaction pH conditions, such as traditional alkaline-acid (7.5 → 4.5), weak acid (4.5), and strong acid (1.0), were used to synthesize UF resins which were cured by adding three different hardeners (ammonium chloride, ammonium citrate, and zinc nitrate) to measure adhesion strength. Fourier transform infrared (FT-IR) and carbon-13 nuclear magnetic resonance (13C-NMR) spectroscopies were employed to study chemical structure of the resin prepared under three different reaction pH conditions. Adhesion strength of the resins cured with three different hardeners was determined with lap shear specimens in tension. The gel time of UF resins decreased with an increasing in the amount of both ammonium chloride and ammonium citrate added in the resins. However, the gel time increased for zinc nitrate. Both FT-IR and 13C-NMR spectroscopies showed that the strong reaction pH condition produce uronic structures in UF resin, while both alkaline-acid and weak acid conditions produce quite similar chemical species in the resins. The maximum adhesion strength was occurred with the resin prepared under strong acid pH condition. However, this study indicated that the weak acid reaction condition provide a balance between increasing resin reactivity and improving adhesion strength of UF resin. The measurement of formaldehyde emission from the panels bonded with the UF resins prepared is planned for future work.

에폭시수지와 아질산형 하이드로칼루마이트를 병용한 폴리머 시멘트 모르타르의 강도 및 방청성 (Strengths and Corrosion-Inhibition of Epoxy-Modified Mortars Contaning Nitrite-Type Hydrocalumite)

  • 김주영;김완기
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2013년도 춘계 학술논문 발표대회
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    • pp.53-55
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    • 2013
  • Nitrite-Type hydrocalumite (calumite) is a material that can provied a self-corrosion inhibition function to the reinforce concrete. In this study, bisphnol A·F type epoxy-midified mortars without hardner contaning calumite is prepared with various polimer-binder ratios, calumite contents and tow types of curing condition, and tested for flexural and compressive strength tensile strength and corrosion-inhibition. As a result, in the case of wet/dry curing condition, strengths of bisphnol A·F type epoxy-modified mortars without hardener contaning calumite is inclined to decrease with increasing of polymer-binder ratio and calumite content. However, dry cured specimens are slightly improved by using bisphnol A·F type epoxy resin. Finally, regardless of polymer-binder ratios and calumite contents, corrosion-inhibition of bisphnol A·F type epoxy-modified mortars without hardener containing calumite is superior than that of unmodified mortar.

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알칼리자극제 및 고로슬래그미분말을 병용한 에폭시수지 혼입 폴리머 시멘트 모르타르의 성질 (Properties of Epoxy-Modified Mortars with Alkali Activators and Ground Granulated Blast Furnace Slag)

  • 김완기
    • 한국구조물진단유지관리공학회 논문집
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    • 제25권1호
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    • pp.85-92
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    • 2021
  • 본 연구는 액상폴리머인 에폭시수지를 이용한 고내구성 폴리머 시멘트계 재료를 개발할 목적으로 고로슬래그미분말 치환율을 20%로 고정하고, 4종류의 알칼리 활성화제를 이용한 경화제 무첨가 에폭시수지 혼입 폴리머 시멘트 모르타르를 제작하여, 강도 특성, 에폭시수지 경화도, 흡수율, 내황산성, 중성화 및 염화물이온 침투저항성을 검토한 것이다. 그 결과, 알칼리 자극제의 종류에 관계없이, 고로슬래그 미분말 20%를 사용한 경화제 무첨가 EMM의 압축강도는 폴리머 결합재비 10%에서 최댓값을 나타냈으며, 폴리머 결합재비 20%에서는 에폭시수지의 경화도 감소와 함께 압축강도 또한 감소하는 것으로 나타냈다. 휨강도는 압축강도와 마찬가지로 수산화칼슘을 첨가한 것이 가장 우수하게 나타났으며, 폴리머 결합재비의 증가와 함께 증가하였으며, 모두 9.0 MPa 이상의 휨강도를 발현하였다. 알칼리 자극제의 종류에 관계없이, 경화제 무첨가 EMM의 방수성, 중성화 및 염화물이온 침투저항성은 폴리머 결합재비의 증가와 함께 현저히 개선되었으며, 4종류의 알칼리 자극제 가운데 수산화칼슘을 첨가한 모르타르가 가장 우수한 것으로 나타났다. 한편, 알칼리 자극제의 종류에 관계없이, 경화제 무첨가 EMM의 내황산성은 폴리머 결합재비의 증가와 함께 떨어졌는데, 이것은 폴리머 결합재비의 증가에 따른 에폭시수지의 미경화 에폭시수지의 증가에 기인한 것으로 판단된다. 4가지 알칼리 자극제의 종류에 대하여 물성 및 내구성을 비교 검토한 결과, 수산화칼슘을 첨가한 것이 가장 우수한 것으로 확인되었다.

충진재가 폴리머 콘크리트의 배합과 역학적 성질에 미치는 영향 (Effects of Fillers on Mixing and Mechanical Properties of Polymer Concrete)

  • 연규석;김광우;김기성;김관호
    • 한국농공학회지
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    • 제35권2호
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    • pp.81-91
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    • 1993
  • This study was performed to evalute effects of fillers on the mixing characteristics and mechanical properties of polymer concrete. Two types of unsaturated polyester polymer and two types of epoxy resin were used as binder material, and the portland cement, a fly ash and heavy calcium carbonate were used as filler. Following conclusions were drawn from the research results. 1. Working life of polymer concrete was not affected by filler types, but affected significantly by polymer types and quantities of hardener and catalysts. 2. Without concerning polymer types, use of heavy calcuim carbonate as filler was the best in improving workability.3. The highest strength was achieved by heavy calcium carbonate in using unsaturated polyester resin and by fly ash in using epoxy resin type.4. Elastic modulus was in the range of 2.05X 10-5~2.6X 10-5gf/cm$^2$, which was approximatly 60% of that of cement concrete. Heavy calcium carbonate with unsaturated polyester resin and fly ash with epoxy resin showed relatively higher elastic modulus.

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Comparison Study of Thermal Decomposition Characteristics of Wattle & Pine Tannin-based Adhesives

  • Kim, Sumin;Lee, Young-kyu;Kim, Hyun-Joong;Eom, Young Geun
    • Journal of the Korean Wood Science and Technology
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    • 제30권3호
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    • pp.34-41
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    • 2002
  • This study investigated the thermogravimetric analysis of two types of cured tannin-based adhesives from wattle and pine, with three hardeners of paraformaldehyde, hexamethylenetetramine and TN (tris(hydroxyl)nitromethan), at a temperature of 170℃ and a heating rate of 5, 10, 20 and 40℃/min for 10 minutes. The 5 minutes cured wattle tannin-based adhesive with each hardener at 170℃ was also tested to compare the degree of curing. It was found that thermogravimetric analysis could be used to measure the degree of curing of a thermosetting adhesive. The TG-DTG curves of all the adhesive systems were similar and showed three steps in a similar way to a phenolic resin. This means that each adhesive system is well cross-linked. However, a high thermal decomposition rate was shown at 150 to 400℃ in the case of the pine tannin sample with TN (tris(hydroxyl)nitromethan). The Flynn & Wall expression was used to evaluate the activation energy for thermal decomposition. As the level of conversion (𝛼) increased, the activation energy of each system increased. The activation energy of the wattle tannin-based adhesive with paraformaldehyde was higher than the others.