• The Journal of Advanced Prosthodontics
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• 제6권2호
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• pp.146-149
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• 2014

The major drawback of cement-retained restorations is the extrusion of the excess cement into the peri-implant sulcus, with subsequent complications. Insufficient removal of the excess cement may initiate a local inflammatory process, which may lead to implant failure. This article presents a method of controlling cement flow on implant abutments, minimizing the excess cement around implant-retained restorations.

• 시멘트 심포지엄
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• 1호
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• pp.18-22
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• 1973

A historical review of burning processes on cement manufacture has been made regarding specially to heat efficiency. In addition to these processes, two examples of stoichiometric calculation dealing with combustion such as air fuel ratio and excess air h

• 구강회복응용과학지
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• 제32권3호
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• pp.240-245
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• 2016

치은 연하 변연을 갖는 임플란트 수복물 장착시 잔여 합착제의 제거는 임플란트 생물학적 합병증을 예방하기 위해 매우 중요하다. 치은 연하 잔여 합착제를 최소화하기 위해 인상용 실리콘이나 자가중합형 레진을 이용하여 복제 지대주를 제작하는 여러 방법이 소개되었다. 본 증례에서는 열가소성 접착제(hot melt adhesive material)를 이용하여 복제 임플란트 지대주(abutment replica)제작하는 방법을 소개하고자 한다. 이 방법은 간단하고 부가적인 기공과정이 필요 없어 진료실에서 쉽게 이용할 수 있어 이에 보고하는 바이다.

• 대한치과보철학회지
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• 제54권4호
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• pp.458-467
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• 2016

시멘트유지형 임플란트 보철물은 교합과 심미적인 측면에서 상당한 장점을 가지지만 시멘트잔사가 남을 경우 임플란트주위염을 유발하는데 대부분 후기 증상으로 발현되며 특히 제거의 어려움과 시멘트잔사로 인한 임플란트주위염은 임플란트의 예후를 위협하는 요인이 될 수 있다. 그러므로 사용목적에 맞는 유지력을 가지는 시멘트를 선택하는 것이 필요하다. 일반적으로 레진시멘트, 폴리카복실레이트시멘트, RMGI 시멘트가 GI 시멘트나 ZPC보다 높은 유지력을 가지며 임시합착제는 열순환 후에는 유지력이 낮아진다. 시멘트 외에도 지대주의 높이와 경사도, 지대주의 수 및 분포도 유지력에 영향을 줄 수 있다. 무엇보다 목적에 맞는 시멘트를 선택하고 생역학적인 원칙을 준수한 보철물을 설계하고 시멘트잔사를 줄이는 방법을 이용하여 합착한 후 방사선사진으로 잔사를 확인하여 완벽하게 제거해야 시멘트유지형 보철의 성공을 얻을 수 있을 것이다.

• 한국환경과학회지
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• 제24권7호
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• pp.927-937
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• 2015

This study was performed to identify and quantify the asbestos fibers released from two types of asbestos-cement slate roofs. One is a plant roof installed in 1987 which contained 15% chrysotile, and the other is a residential roof installed before 1983 which contained 12% chrysotile. The concentrations of asbestos fibers in air surrounding asbestos-cement slate roofs and in the falling water harvested from the same roofs on rainy days ranged from 0.0012 to 0.0018 f/mL and from 1,764 f/L to 10,584 f/L, respectively. The concentration of inorganic fibers in the soil around asbestos-cement slate roofs was from 217 to 348 f/g. With the above results, the excess lifetime cancer risk (ELCR) for the risk assessment of the asbestos fibers released from asbestos-cement slate based on US EPA IRIS (Integrated risk information system) model is within 5.5E-06 ~ 6.5E-06 levels which indicates that the levels do not exceed "the acceptable risk(1.0E-05)" recommended by WHO. The asbestos concentration in air, drained rainfall and soil around the plant slate roof was higher than that around residential slate roof, but the excess lifetime cancer risk (ELCR) from residential slate was higher than that from plant slate. This suggested that the enclose and encapsulation of residential roofs have priority in removal policy to minimize the exposure risk.

• 한국음향학회지
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• 제13권5호
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• pp.5-14
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• 1994

본 연구에서는 초지, 흙으로 된 표면, 아스팔트, 시멘트도로 등의 지표면 위의 자유공간에서 정상파 방법을 이용하여 음향 임피던스를 측정하였으며, 음의 초과감쇠를 조사하였다. 사용한 주파수의 범위는 300Hz에서 1000Hz이며, 각 지표면의 음향 임피던스를 측정한 결과 Delany와 Bazley의 이론식과 비교적 잘 일치하였다. 음향임피던스는 초지, 흙, 아스팔트, 시멘트도로의 순으로 커지고, 주파수가 증가하면 그 값은 감소한다. 음의 초과감쇠는 주로 음향임피던스에 의해 좌우됨을 확인하였으며, 각 지표면과 마이크로폰의 높이에 따른 이론치와 실험결과를 비교하였다.

• 대한치과보존학회:학술대회논문집
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• 대한치과보존학회 2001년도 추계학술대회(제116회) 및 13회 Workshop 제3회 한ㆍ일 치과보존학회 공동학술대회 초록집
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• pp.595-595
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• 2001

As the interest for esthetic restoration is increasing, the usage of composite resin is increasing. The usage of composite resin is not limited to anterior teeth but is spreading to posterior area using direct ＆ indirect methods. Generally, dual or chemical cure resin cement has been used for setting composite or porcelain inlay restoration. However, chemical cure resin cement has limited working time and it's difficult to remove excess cement from the tooth and the restoration. The dual cured composite is also difficult to remove from the tooth surface.(omitted)

• 한국세라믹학회지
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• 제34권4호
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• pp.399-405
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• 1997

With the increase of ZnO content, heat of hydration decreased. For specimens containing ZnO more than 0.6 wt.%, the compressive stength of cement cured for 28 days could not be measured because setting was not occurred. With the increase of ZnO content, Blaine specific surface area of cement was decreased and the residue of 45 ${\mu}{\textrm}{m}$ and 90 ${\mu}{\textrm}{m}$ was increased when cement was ground. That is, grindability became worse as ZnO increased in clinker. The difference of color as a function of ZnO content could not be observed, but in the excess of amount of ZnO added, color became more white and reddish yellow.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1997년도 가을 학술발표회 논문집
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• pp.19-36
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• 1997

This paper discusses the reduction and subsequent recovery and increase of shear strength of clay in the vicinity of soil-cement column. Laboratory and field tests were conducted to investigate the effects on surrounding clay during and after soil-cement column installation in soft Ariake clay. Discussions were made on the mechanism of strength changes of clay by considering the thixotropic recovery, reconsolidation effect, penetration of cement slurry and diffusion of exchangeable cations. On the basis of field and laboratory observations, 10 days after column installation, the decreased shear strength of surrounding clay during mixing was recovered and 30 days later, shear strength of surrounding clay increased 30% by average. Therefore, it is recommended that the increase of shear strength of clay can be taken into consideration in the bearing capacity and stability analysis of the composite ground.

• 미생물학회지
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• 제12권1호
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• pp.25-30
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• 1974

It was convinced that with a relatively small capital investment and with a low operating cost, appreciable amounts of cement copper could be produced from low-grade minerals by the application of a bacterial leaching method. For the recovery of cement copper from the impure pregnant solution, direct precipitation of copper with tin plates by a bacterial leaching method was feasible. The results obtained were as follows: 1)In order to remove the cement copper from the reducing metal, aeration and agitation method were more effective and economic than shaking method. 2)The rate of copper recovery from the pregnant solution was accerelated according to increasing quantities of reducing metal. However, the excess of reducing metal reduced the grade of cement copper. 3)Among the comparative experiments of copper recovery at each reaction temperature of $10^{\circ}C$, $20^{\circ}C$, and $30^{\circ}C$, the recovery rate of copper at $30^{\circ}C$from the pregnant solution was highest. 4)Direct cementation method on iron-containing metal was an excellent method for the recovery of cement copper in bacterial leaching.