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흡수성 차폐막으로 조직 유도 재생술시 골이식재가 성견 치주조직 재생에 미치는 영향
박종범,임성빈,정진형,김종여,Park, Jong-Beom,YIm, Sung-Bin,Chung, Chin-Hyung,Kim, Jong-Yeo 대한치주과학회 2000 Journal of Periodontal & Implant Science Vol.30 No.1
The present study evaluated the effects of guided tissue regeneration using biodegradable membrane, with and without calcium-phosphate thin film coated deproteinated bone powder in beagle dogs. Contralateral fenestration defects(6 × 4 mm) were created 4 mm apical to the buccal alveolar crest on maxillary canine teeth in 5 beagle dogs. Ca-P thin film coated deproteinated bone powder was implanted into one randomly selected fenestration defect(experimental group). Biodegradable membranes were used to provide bilateral GTR. Tissue blocks including defects with overlying membranes and soft tissues were harvested following a four- & eight-week healing interval and prepared for histologic analysis. The results of this study were as follows. 1.......The regeneration of new bone, new periodontal ligament, and new cementum was occurred in experimental group more than control group. 2.......The collapse of biodegradable membranes into defects were showed in control group and the space for regeneration was diminished. In experimental group, the space was maintained without collapse by graft materials. 3........In experimental group, the graft materials were resorbed at 4 weeks after surgery and regeneration of bone surrounding graft materials was occurred at 8 weeks after surgery. 4.......Biodegradable membranes were not resorbed at 4 weeks and partial resorption was occurred at 8 weeks but the framework and the shape of membranes were maintained. No inflammation was showed at resorption. In conclusion, the results of the present study suggest that Ca-P thin film coated deproteinated bone powder has adjunctive effect to GTR in periodontal fenestration defects. Because it has osteoconductive property and prohibit collapse of membrane into defect, can promote regeneration of much new attachment apparatus.
PLC를 이용한 원자력 발전소의 Dual Tower Dryer 운전 적용에 관한 연구
박종범,임화영,조황,Park, Jong-Beom,Yim, Wha-Yeong,Chog, Whang 한국조명전기설비학회 2000 조명·전기설비학회논문지 Vol.14 No.5
본 논문은 CANDU 형 원자력 발전소의 Dual Tower 종수증기 회수 계통을 경제적, 효율적으로 운천하기 위하여 PLC를 사용한 제어기를 개발한다. 기계식 타이머와 릴레이를 사용한 기존의 제어기의 문제점을 분석하고 해결힘으로써 향상된 운전 성능을 제공한다. 개발된 제어가는 PLC의 기능을 이용하여 시간제어와 노점제어를 결합한 형태의 제어 알고리즘 채용하고 각종 감시 및 보호기능을 추가함으로써 더욱 정밀하고 안전한 운전기능을 제공한다. 제안된 제어기를 사용함으로쩌 운전비용 및 성능 측면에서의 최적화를 얻을 수 있다. A control system using a programmable logic controller (PLC) has been developed for a dual tower dryer (DTD) in a canadian deuterium natural uranium reactor (CADND) type nuclear power plant. This system will replace the existing DTD control system which was implemented with mechanical timers and relays. The new control system makes it possible for an operator to perform more precise time and dew point control for the DTD, thanks to the high efficiency and flexibility of the PLC. The operational cost for the control system is much reduced compared to the existing system.
박종범(Park Jong-Beom),주재우(Ju Jae-Woo),김현두(Kim Hyun-Do),나현호(Na Hyun-Ho),한상호(Han Sang-Ho) 한국토목섬유학회 2010 한국지반신소재학회 논문집 Vol.9 No.4
보강토 옹벽에서 가장 중요한 것 중 하나는 양질의 뒷채움 재료를 구하는 것이다. 그러나 양질의 재료가 부족하여 부득히 부족한 토사대신 현장 유용토인 쇄석을 혼합하여 보강토 옹벽을 축조한 사례가 있었다. 따라서, 본 연구에서는 보강토옹벽의 뒷채움 재료로서 쇄석혼합토를 사용할 경우 혼합비에 따른 입도분포, 진단특성 및 인발특성에 대해서 각각 실험을 통하여 혼합비에 따른 특성변화들 검토하고자 하였다. 또한, 다양한 쇄석의 함유량에 대해 입도 선정기준에 적합한지 여부를 검토하였는데, 시험결과 입도19㎜이하의 쇄석을 20%까지 혼합한 경우 뒷채움재료의 입도기준을 만족하였다. 전단강도정수 및 인발정수를 구하는 시험을 실시하였는데, 정수들은 쇄석함유량이 증가함에 따라서 증가하였다. 쇄석혼합토가 뒷채움재료로 사용될 경우 본 연구결과는 설계참고자료가 될 것으로 판단된다. The most important thing in the design of the reinforced earth retaining wall is to obtain the good backfill materials. However there was a special case using soils mixed with the crushed stone, because the field ran short of good backfill soils. Accordingly in this study various kind of tests were performed according to the mixing content of a crushed stone, which are the gradation curve, the direct shear test and the pullout test. From the test results at first the gradation of soils mixed with crushed stone has been compared with the selecting standard as backfill of reinforced earth wall. And the gradation standard has been satisfied in case of mixing ratio 20% of a crushed stone under 19㎜. Also the direct shear test and the pullout test have been performed and at the test results the shear strength parameter and the pullout strength parameter were increased with the increse of the mixing content of a crushed stone. It has been thought that this study will give important data to a designer in designing the reinforced earth wall with soils mixed with crush stones.