• 제목/요약/키워드: New resin cement

검색결과 26건 처리시간 0.028초

Evaluation of the rat tissue reaction to experimental new resin cement and mineral trioxide aggregate cement

  • Yang, Won-Kyung;Ko, Hyun-Jung;Kim, Mi-Ri
    • Restorative Dentistry and Endodontics
    • /
    • 제37권4호
    • /
    • pp.194-200
    • /
    • 2012
  • Objectives: New resin cement (NRC) has been developed as a root repairing material and the material is composed of organic resin matrix and inorganic powders. The aim of this study was to compare the rat subcutaneous tissue response to NRC and mineral trioxide aggregate (MTA) cement and to investigate the tissue toxicity of both materials. Materials and Methods: Sixty rats received two polyethylene tube-implants in dorsal subcutaneous regions, MTA and NRC specimens. Twenty rats were sacrificed respectively at 1, 4 and 8 wk after implantation and sectioned to 5 ${\mu}m$ thickness and stained with Hematoxylin-Eosin (H-E) or von-Kossa staining. The condition of tissue adjacent to the implanted materials and the extent of inflammation to each implant were evaluated by two examiners who were unaware of the type of implanted materials in the tissues. Data were statistically analyzed with paired t-test (p < 0.05). Results: In specimens implanted with both NRC and MTA, severe inflammatory reactions were present at one wk, which decreased with time. At eighth wk, MTA implanted tissue showed mild inflammatory reaction, while there were moderate inflammatory reactions in NRC implanted tissue, respectively. In NRC group, von-Kossa staining showed more calcification materials than MTA group at eighth wk. Conclusions: It was concluded that the calcium reservoir capability of NRC may contribute to mineralization of the tissues.

Effect of abutment types and resin cements on the esthetics of implant-supported restorations

  • Asena Ceken;Hamiyet Kilinc;Sedanur Turgut
    • The Journal of Advanced Prosthodontics
    • /
    • 제15권3호
    • /
    • pp.114-125
    • /
    • 2023
  • PURPOSE. The aim of the study was to evaluate the optical properties of new generation (3Y-TZP) monolithic zirconia (MZ) with different abutment types and resin cement shades. MATERIALS AND METHODS. A1/LT MZ specimens were prepared (10 × 12 × 1 mm, N = 30) and divided into 3 groups according to cement shades as transparent (Tr), yellow (Y) and opaque (O). Abutment specimens were obtained from 4 different materials including zirconia (Group Z), hybrid (Group H), titanium (Group T) and anodized yellow titanium (Group AT). MZ and abutment specimens were then cemented. L*, a*, and b* parameters were obtained from MZ, MZ + abutment, and MZ + abutment + cement. ∆E001* (between MZ and MZ + abutment), ∆E002* (between MZ and MZ + abutment + cement) and ∆E003* (between MZ + abutment and MZ + abutment + cement) values were calculated. Statistical analyses included 2-way ANOVA, Bonferroni, and Paired Sample t-Tests (P < .05). RESULTS. Abutment types and resin cements had significant effect on L*, a*, b*, ∆E001*, ∆E002*, and ∆E003* values (P < .001). Without cementation, whereas zirconia abutment resulted in the least discoloration (∆E001* = 0.68), titanium abutment caused the most discoloration (∆E001* = 4.99). The least ∆E002* = 0.68 value was seen using zirconia abutment after cementation with yellow shaded cement. Opaque shaded cement caused the most color change (∆E003* = 5.24). Cement application increased the L* values in all groups. CONCLUSION. The least color change with/without cement was observed in crown configurations created with zirconia abutments. Zirconia and hybrid abutments produced significantly lower ∆E002* and ∆E003* values in combination with yellow shaded cement. The usage of opaque shaded cement in titanium/anodized titanium groups may enable the clinically unacceptable ∆E00* value to reach the acceptable level.

상아질에 대한 자가 접착 레진 시멘트의 전단결합강도에 관한 연구 (The study of shear bond strength of a self-adhesive resin luting cement to dentin)

  • 인희선;박종일;최종인;조혜원;동진근
    • 대한치과보철학회지
    • /
    • 제46권5호
    • /
    • pp.535-543
    • /
    • 2008
  • 최근의 레진 접착시스템은 단계를 줄이고 적용과정을 간편화시키는데 주력하고 있으며, 치면에 bonding 및 conditioning 과정 없이 바로 적용 가능한, one-step의 새로운 자가 접착 레진시멘트 (self-adhesive resin luting cement)들이 소개되어 임상에 사용되고 있다. 이에 본 연구의 목적은 자가 접착 레진시멘트와 기존의 레진시멘트의 상아질에 대한 전단 결합 강도를 비교해보고, 자가 접착 레진시멘트 적용시 치면의 식각 처리 여부가 전단 결합 강도에 미치는 영향에 관하여 알아보고자 하는 것이다. 본 연구를 위해 최근 6개월 내 발치된 비교적 건전한 성인의 대구치 45개를 아크릴릭 레진으로 매몰한 다음, 800 grit SiC연마지로 연마를 시행하여 상아질을 노출시켰다. 15개의 치아를 한 군으로 하여, 세 가지 실험군으로 분류하였다. Group 1) 치면에 아무런 전처리 없이 RelyX Unicem 접착. Group 2) 치면에 인산 산부식 처리 후, RelyX Unicem 접착, Group 3) 치면에 Syntac primet + Syntac adhesive + Heliobond 처리 후 Variolink II 접착. 전처리가 완료된 치아 시편 위에 플라스틱 튜브 (직경 3 mm, 높이 3 mm)를 고정한 다음, 제조사의 지시에 따라 각 레진 시멘트를 혼합하여 링 안을 채우고, 광중합을 시행하였다. 접착이 완료된 시편은 $37^{\circ}C$ 항온수조 (증류수)에서 24시간 동안 보관 후, 만능 시험기를 이용하여 1mm/min의 cross head speed로 결합강도를 측정하였으며, 확대경 하에서 파절 양상을 분류 관찰하고, 주사전자현미경을 이용하여 미세구조를 관찰하였다. 측정결과는 SPSS WIN 12.0 프로그램을 사용하여 분석하였으며 다음과 같은 결과를 얻었다. 1. RelyX Unicem의 상아질에 대한 전단결합강도는 Variolink II와 유의한 차이를 보이지 않았다. 2. 상아질에 대한 인산 산부식 처리는 RelyX Unicem과의 전단결합강도를 낮게 하였다. 3. RelyX Unicem과 Variolink II에서는 혼합 파절의 비율이 컸으며, 전단결합강도가 낮았던 인산 산부식 처리 후 RelyX Unicem을 접착한 경우에서는 전체 시편에서 접착성 파절이 관찰되었다. 결론으로 말하면, 자가 접착 레진시멘트와 기존의 레진시멘트의 상아질에 대한 전단결합강도는 유의한 차이를 보이지 않으며, 인산 산부식 처리는 상아질에 대한 자가 접착 레진시멘트의 전단결합강도를 감소시킨다.

지르코니아의 새로운 표면처리 방법이 레진 시멘트와의 전단결합강도에 미치는 영향 (Effect of the New Surface Treatment Method of Zirconia on the Shear Bond Strength with Resin Cement)

  • 조원탁;배지현;최재원
    • 디지털융복합연구
    • /
    • 제19권3호
    • /
    • pp.245-251
    • /
    • 2021
  • 본 연구에서는 지르코니아의 새로운 표면처리 방법이 레진 시멘트와의 전단결합강도에 미치는 영향을 알아보고자 하였다. 지르코니아 표면처리 방법 따라 5개의 그룹으로 분류하였다: 표면처리 미시행한 군(CON군), 100℃에서 9% 불산에 10분간 노출시킨 군(HF군), 15% 지르코니아 슬러리를 적용한 군(ZS15군), 30% 지르코니아 슬러리를 적용한 군(ZS30군), 50% 지르코니아 슬러리를 적용한 군(ZS50군). 표면처리한 지르코니아 위에 레진 시멘트를 적용하였고, 열 순환 처리 후 지르코니아와 레진 시멘트 간의 전단결합강도를 측정하였다. 전단결합강도에 대한 통계 방법으로 Kruskal-Wallis test와 Mann-Whitney U test 및 Boneferroni correction를 사용하였다(α=.05/10=.005). 지르코니아 슬러리를 적용한 군은 CON군과 HF군에 비해 높은 전단결합강도를 보였다(p<.05/10=.005). 지르코니아 슬러리를 이용한 표면처리 방법은 레진 시멘트와 지르코니아 간의 전단결합강도를 증대시킴을 확인하였다. 본 연구 결과, 새로운 표면처리 방법은 지르코니아가 지닌 접착의 한계점을 보완하고 개선함으로써 지르코니아의 보다 다양한 임상적 적용 가능성을 기대할 수 있을 것으로 사료된다.

Stabilization of oily contaminated clay soils using new materials: Micro and macro structural investigation

  • Ghiyas, Seyed Mohsen Roshan;Bagheripour, Mohammad Hosein
    • Geomechanics and Engineering
    • /
    • 제20권3호
    • /
    • pp.207-220
    • /
    • 2020
  • Clay soils have a big potential to become contaminated with the oil derivatives because they cover a vast area of the earth. The oil derivatives diffusion in the soil lead to soil contamination and changes the physical and mechanical properties of the soil specially clay soils. Soil stabilization by using new material is very important for geotechnical engineers in order to improve the engineering properties of the soil. The main subjects of this research are a- to investigate the effect of the cement and epoxy resin mixtures on the stabilization and on the mechanical parameters as well as the microstructural properties of clay soils contaminated with gasoline and kerosene, b- study on the phenomenon of clay concrete development. Practical engineering indexes such as Unconfined Compressive Strength (UCS), elastic modulus, toughness, elastic and plastic strains are all obtained during the course of experiments and are used to determine the optimum amount of additives (cement and epoxy resin) to reach a practical stabilization method. Microstructural tests were also conducted on the specimens to study the changes in the nature and texture of the soil. Results obtained indicated that by adding epoxy resin to the contaminated soil specimens, the strength and deformational properties are increased from 100 to 1500 times as that of original soils. Further, the UCS of some stabilized specimens reached 40 MPa which exceeded the strength of normal concrete. It is interesting to note that, in contrast to the normal concrete, the strength and deformational properties of such stabilized specimens (including UCS, toughness and strain at failure) are simultaneously increased which further indicate on suitability and applicability of the current stabilization method. It was also observed that increasing cement additive to the soil has negligible effect on the contaminated soils stabilized by epoxy resin. In addition, the epoxy resin showed a very good and satisfactory workability for the weakest and the most sensitive soils contaminated with oil derivatives.

와벽 이개도가 레진 인레이의 시멘트 두께 및 접착 강도에 미치는 영향 (EFFECT OF CAVITY DIVERGENCY ON CEMENT THICKNESS AND BOND STRENGTH OF RESIN INLAY)

  • 차윤석;조용범;신동훈
    • Restorative Dentistry and Endodontics
    • /
    • 제21권2호
    • /
    • pp.619-627
    • /
    • 1996
  • There are increasing use of composite resin in the posterior teeth and the new indirect inlay technique was introduced for compensating much troubles faced in direct technique. Many researchers insisted that overall properties of restorative materials were enhanced by an additional curing but this technique still has a problems about using cement material. Resin inlay obtains retention force from friction and another adhesion to tooth structure. A shape of cavity preparation was noted but studies about cement thickness and bond strength with cavity divergency are rare. The purpose of this study is to assess the effect of cavity divergency on cement thickness and bond strength of resin inlay. Cavities, which divergency was $6^{\circ}$, $16^{\circ}$, and $26^{\circ}$ in each group, were prepared and their divergency was verified by Adobe Photoshop program through the image capture with stereo microscope and FlexCam. Inlays were fixed into the cavities with a resin cement, Superbond and were handled under chemical (in 75% ethanol for 24 hrs.) and thermal stress (500 cycles from $5^{\circ}$ to $55^{\circ}C$). MXT 70 (x400) was used for measuring the cement thickness and bond strength was evaluated with a universal testing machine. Following results were obtained : 1. The cement thickness in Mean (S.D.) were; 35.58 (10.31)${\mu}m$ in $6^{\circ}$ group, 35.97 (10.49)${\mu}m$ in $16^{\circ}$ group, and 41.43 (9.33)${\mu}m$ in $26^{\circ}$ group. But there was no significant difference between groups. 2. The bond strength in Mean (S.D.) were ; 33.18 (5.53)kg in $6^{\circ}$ group, 23.47 (13.40)kg in $16^{\circ}$ group, and 19.75 (10.48)kg in $26^{\circ}$ group. $6^{\circ}$ group showed significantly higher value compared to $16^{\circ}$ and $26^{\circ}$ groups (p<0.05). Although the results of this study indicate $6^{\circ}$ divergency will be good for resin inlay, cavity preparation with this type will have lots of difficulties in manufacturing, try-in, and cementation procedures, such as deformation. So it is concluded that $16^{\circ}$ divergent cavity preparation is recommended in resin inlay technique.

  • PDF

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
    • /
    • 제5권3호
    • /
    • pp.171-179
    • /
    • 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.

The effect of repeated bonding on the shear bond strength of different resin cements to enamel and dentin

  • Bulut, Ali Can;Atsu, Saadet Saglam
    • The Journal of Advanced Prosthodontics
    • /
    • 제9권1호
    • /
    • pp.57-66
    • /
    • 2017
  • PURPOSE. Cementation failures of restorations are frequently observed in clinical practice. The purpose of this study is to compare the effect of initial and repeated bonding on the bond strengths of different resin cements to enamel and dentin. MATERIALS AND METHODS. Ninety human maxillary central incisors were bisected longitudinally. The 180 tooth halves were divided into 2 groups (n = 90) for enamel and dentin bonding. The enamel and dentin groups were further divided into 3 groups (n = 30) for different resin cement types. Composite resin (Filtek Ultimate) cylinders ($3{\times}3\;mm$) were prepared and luted to enamel and dentin using Variolink II (Group V), RelyX ARC (Group R), or Panavia F 2.0 (Group P) resin cement. After 24 hours, initial shear bond strengths of the resin cements to enamel and dentin were measured. Using new cylinders, the specimens were de-bonded and re-bonded twice to measure the first and the second bond strengths to enamel and dentin. Failure modes and bonding interfaces were examined. Data were statistically analyzed. RESULTS. Initial and repeated bond strengths to enamel were similar for all the groups. The first ($15.3{\pm}2.2\;MPa$) and second ($10.4{\pm}2.2\;MPa$) bond strengths to dentin were significantly higher in Group V (P<.0001). Second bond strengths of dentin groups were significantly lower than initial and first bond strengths to dentin (P<.0001). CONCLUSION. All resin cements have similar initial and repeated bond strengths to enamel. Variolink II has the highest first and second bond strength to dentin. Bond strength to dentin decreases after the first re-bonding for all resin cements.

Effect of clay mineral types on the strength and microstructure properties of soft clay soils stabilized by epoxy resin

  • Hamidi, Salaheddin;Marandi, Seyed Morteza
    • Geomechanics and Engineering
    • /
    • 제15권2호
    • /
    • pp.729-738
    • /
    • 2018
  • Soft clay soils due to their various geotechnical problems, stabilized with different additives. Traditional additives such as cement and lime will not able to increase the soil strength properties significantly. So, it seems necessary to use new additives for increasing strength parameters of soft clay soils significantly. Among the new additives, epoxy resins have excellent physical and mechanical properties, low shrinkage, excellent resistance to chemicals and corrosive materials, etc. So, in this research, epoxy resin used for stabilization of soft clay soils. For comprehensive study, three clay soil samples with different PI and various clay mineral types were studied. A series of uniaxial tests, SEM and XRD analysis conducted on the samples. The results show that using epoxy resin increases the strength parameters such as UCS, elastic modulus and material toughness about 100 to 500 times which the increase was dependent on the type of clay minerals type in the soil. Also, In addition to water conservation, the best efficiency in the weakest and most sensitive soils is the prominent results of stabilization by epoxy resin which can be used in different climatic zones, especially in hot and dry and equatorial climate which will be faced with water scarcity.

심미수복용 기성 지르코니아 크라운의 색조 평가 (Colorimetric Analysis of Preformed Zirconia Anterior Crowns for Esthetic Restoration)

  • 이창근;박기봉;양연미;이대우;김재곤
    • 대한소아치과학회지
    • /
    • 제46권3호
    • /
    • pp.318-327
    • /
    • 2019
  • 이 연구의 목적은 지르코니아 크라운의 종류 및 두께와 시멘트 종류에 따른 색조를 평가하여 상악 유중절치와 가장 유사한 조합을 확인하는 것이었다. 시중에 유통되는 3가지 색조의 기성 지르코니아 크라운과 6종류의 지르코니아 블럭을 이용해 제작한 크라운이 연구에 사용되었고, A2 shade 또는 translucent shade의 레진 시멘트로 크라운 내면을 충전하였다. 분광 광도계를 이용하여 각 시편의 $L^*$, $a^*$, $b^*$ 값을 평가하여, 자연치와 지르코니아 크라운의 색 차이(ΔEn)를 평가하였다. 시편의 색조는 translucent-shade 레진시멘트를 사용했을 때 보다 A2-shade 레진시멘트를 사용하였을 때 더욱 자연치와 유사하였고, smile series 2 (SmS2) 지르코니아 블록으로 0.5 mm 두께의 크라운을 제작하여 A2-shade 레진시멘트로 채웠을 때 가장 자연치와 색 차이가 가장 작았다. 한국 어린이들의 상악 유전치부를 지르코니아 크라운으로 수복할 때, translucent-shade의 레진시멘트 보다는 A2-shade의 레진시멘트를 사용하는 것이 권장되고, 기성 지르코니아 크라운은 색조면에서 심미성이 충분하지 못하기 때문에 기성 지르코니아 크라운의 색조 개선이나 새로운 종류의 지르코니아 크라운의 개발이 필요하다.