• 제목/요약/키워드: Artificial Shrinkage

검색결과 51건 처리시간 0.025초

치과용 지르코니아 블록의 소결온도가 기계적 특성과 미세구조에 미치는 영향 (The Effects of Sintering Temperature Influence on the Mechanical Property and Microstructure of Dental Zirconia Block)

  • 조준호;서정일;배원태
    • 대한치과기공학회지
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    • 제36권1호
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    • pp.9-15
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    • 2014
  • Purpose: Generally dental technicians clinically decide the sintering temperature of zirconia artificial teeth to match the color of the teeth. However, the sintering temperature influence the microstructure and mechanical strength of ceramic body. In this study, to evaluate the free choice of sintering temperature which leads to color the problems in zirconia false teeth, the variation of microstructure, mechanical strength, and colortone of zirconia ceramics according to the change of sintering temperature was investigated. Methods: Bar type specimens were prepared from commercial zirconia blocks by cutting and polishing into $0.8cm(L){\times}1.0cm(W){\times}4.8cm(H)$. Specimens were fired from 1,400 to $1,700^{\circ}C$ at $50^{\circ}C$ intervals and held for 1hour at highest temperature. Apparent porosity, water absorption, firing shrinkage, bulk density, bend strength, whiteness were tested. Microstructures were observed by SEM. Results: When fired above $1450^{\circ}C$, all specimens showed 0% apparent porosity and water absorption, 20% firing shrinkage, and $6.1g/cm^3$ bulk density regardless of firing temperatures. SEM photomicrographs showed grain growth of zirconia occurred above $1,600^{\circ}C$. Whiteness was also largely changed above this temperature. Maximum bend strength of 1,05MPa was obtained at $1,550^{\circ}C$. Bend strength lowered slightly above this temperature and showed $950{\ss}\acute{A}$ at $1,700^{\circ}C$. Conclusion: In order to fit the colortone of zirconia artificial teeth, arbitrary choice of firing temperature higher than $1,500^{\circ}C$, up to $1,700^{\circ}C$ did not influence the mechanical strength.

개에서 내시경을 이용한 발정주기 검사 및 인공수정 기법의 실험조사 (Vaginal Endoscopy for Detecting Estrual Cycles and developing Artificial Insemination Technique in the Bitch)

  • 신남식;문유식;최윤주;정동희;김용준;권오경
    • 한국임상수의학회지
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    • 제14권1호
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    • pp.93-98
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    • 1997
  • The vaginal endoscopy was performed in two Labrador Retrievers from onset of vaginal bleeding until metestrus accompanying with vaginal smear and blood progesterone concentration to investigate estral changes, and the intrauterine infusion of radiopaque fluid using vaginal endoscope (rigid 25-degree endoscope, Karl Storz) was detected by radiogrphy to determine if theis technique is feasible for future artificial insemination in the dogs. During the proestrus vaginal mucous membrane folds were edematous and a large amount of clear red discharge was present. In the beginning of estrus, the mucous membrane folds was present and the amount of the red discharge was decreased. In the estrus there were obbvious shrinkage, angulation of the membrane folds and decreasing of the discharge. In metestrus the vaginal folds started to round out and the surface appeared moist and sticky. The endoscope used for endoscopic monitoring of the vaginal mucosa was advanced until the external os of the cervix could be visualized. A plastic catheter, 8Fr guage was manupulated into the cervical os and then advanced through into the uterus. The radiopaque fluid was injected into the uterus through the catheter and radiographs taken to detect the site of insemination using the endoscopic technique revealed the exact infusion of the fluid in the uterus, consequentlyto prove that this technique is usable for more successful artificial insemintion tn the bitch.

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부순모래를 사용한 콘크리트의 현장 품질 특성에 관한 실험 연구 (Investigation on Properties of Concrete with Crushed Sand on Site)

  • 이성복;이도헌;지남용
    • 한국건축시공학회지
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    • 제3권3호
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    • pp.107-112
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    • 2003
  • This study is to investigate the properties of concrete with crushed sand on site and to propose a quality guideline for its use as artificial sand and concrete. From our experimental result in laboratory and site, we found that demand water of concrete with crushed sand for target slump increased by 18kg/m3 compared to mixed sand and l8kg/m3 compared to sea sand respectively. The compressive strength increased by around 3∼6% when compared to concrete with sea sand. Accordingly, our study showed that the combined sand mixed with sea sand would be desirable to obtain workability and strength of concrete including dry shrinkage and bleeding test. Furthermore, the optimal replacement percentage of crushed sand was 50% with sea sand. As such, crushed sand would be sufficient as fine aggregate for concrete in terms of economic efficiency and quality. Crushed sand, on the other hand can only be used as fine aggregate when VFS(Very Fine Sand) is below 3.5 percentage of weight of sand and particle shape is above 55 percentage. Also, the particle shape and microsand passing NO.200 sieve should continually be improved to increase workability of concrete on site.

배합수량 변동에 따른 콘크리트의 경화성상 및 내구성에 관한 연구 (A Study on Hardened Properties and Durability of Concrete according to Unit-Water Content)

  • 구경모;임창혁;이의배;김영선;김영선;김규용
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
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    • pp.45-48
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    • 2009
  • The performance of concrete mainly depend upon its water-cement ratio. If water percentage is excess in concrete, it may cause the degradation of performance. Because of these reasons, the change of water content is managed by using various evaluation method of unit water content. And criterion for the change of water content is regulated and used. However the criterion is set only considering production error and measurement error but criterion does not consider performance degradation of concrete. Therefore this study tries to investigate degradation of performance while adding extra water by artificial manipulation or management error in concrete, The contents of extra water for tests are set as 0, 20, 40, 60kg/m3, to examine the performance degradation of concrete, strength, shrinkage, cracks, carbonation are tested This study conclude that, when extra water content is excess than 20kg/m3 in concrete, then performance level of concrete declined rapidly. 80 it is very important to maintain quality of concrete for its better performance.

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치아/복합레진 수복부의 중합 수축시 검출된 음향방출의 통계적 검증 (Statistical Verification of Acoustic Emissions Detected during Polymerization Shrinkage of Resin Restoration in Dental Ring)

  • 구자욱;최낙삼
    • Composites Research
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    • 제23권6호
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    • pp.39-46
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    • 2010
  • 치아의 와동에 수복된 치과용 복합레진을 광(LED) 조사를 통해 정화 수축시키면서 음향방출(acoustic emission, AE) 신호를 검출하였다. 비모수 통계법인 Mann-Whitney법과 Kruskal-Wallis법을 이용하여 시편의 재질과 계면의 접착조건에 따른 AE hit event 수와 최대진폭을 비교 평가하였다. PMMA와 치아시편으로부터 검출된 선호의 최대진폭은 정착조건에 따른 차이가 없었지만 스테인리스 시편으로부터 검출된 신호는 접착조건에 따라 최대 진폭의 차이가 있었다(p<0.05). AE hit event 수는 양호한 접착조건에서 시편의 재질에 따라 차이가 있었고(p<0.05), 세가지 재질의 시편 모두 접착조건이 양호한 실험에서 AE 신호가 적게 검출되었다. SEM을 이용하여 계면에 생성된 캡을 측정한 결과 AE가 많이 검출되고 검출된 신호의 최대 진폭이 큰 시편에서 갱의 폭이 넓고 형성 비율이 높았다.

산업부산물을 활용한 건조수축 제어용 무시멘트 보드의 강도특성 (Strength properties of non-cement board for drying shrinkage control using industrial by-products)

  • 박주화;편수정;이동훈;이상수
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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    • pp.228-229
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    • 2018
  • In the construction industry, we have set goals such as reduction of greenhouse gas emissions and reduction of energy use. In particular, reduction of CO2 emissions in the concrete manufacturing process, reduction of industrial waste and industrial wastes into concrete The zero-emission level of reuse as a resource is under review. On the other hand, the cost of stone is expensive due to small quantity production of domestic stone production in order, it is difficult to carry and construct with heavy material, and it takes long time to construct. In order to solve the shortage of supply and demand of natural stone, various kinds of stone powder, artificial stone made by putting stone texture on the surface of mortar or concrete, fiber reinforced plate, tiles and the like are increasingly used. In this study, the artificial stone using slag and recycled aggregate instead of natural stone was fabricated and the strength characteristics were evaluated for its applicability and feasibility.

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인공지반용 고수밀 기반 자기치유성 콘크리트의 내구특성에 관한 연구 (Studies on the Durable Characteristics of Self-Healing Concrete with High Water-Tightness for Artificial Ground)

  • 송태협;박지선;김병윤
    • 대한건축학회논문집:구조계
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    • 제35권9호
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    • pp.199-206
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    • 2019
  • Experimental study on the durability characteristics to examine the feasibility of concrete with high water-tightness and self-healing performance to minimize maintenance of concrete for artificial ground is as follows. 1) When blending agent, swelling agents, and curing accelerator were added on the ternary system cement with blast-furnace slag fine particles and fly ash to give a self-healing property, higher blending strengths by 82% at design standard strength of 24MPa and by 74% at design strength of 30MPa, respectively could be obtained. 2) The permeability test for the specimens having high water-tightness and no shrinkage showed that the permeability was reduced at maximum of 98%. However, the permeability was decreased as the design strength was increased, showing the reduction rate of 87% at the design strength of 50MPa. 3) The depth of carbonation of blast-furnace slag and fly ash was increased in all the specimens compared with those of OPC only. However, as the material age was increased, carbonation penetration depth was decreased compared with the reference blend. 4) Compared with the reference blending using only OPC, the freeze-thaw resistance was higher in the case of blending with 40% of blast-furnace slag and 10% of fly ash at the design standard strength of 50MPa. In addition, the freeze-thaw resistance in general was superior in the design standard strength of 50MPa with the lower water-binder ratio (W/B) as compared with the design standard strength of 24MPa and 30MPa with the high water-binder ratios.

한국산 소나무의 지역(고성, 홍천 및 봉화군)에 따른 물리적 특성 (Physical Characteristics of Korean Red Pines According to Provinces (Goseong, Hongcheon and Bonghwa-gun))

  • Kim, Min-Ji;Kim, Byung-Ro
    • Journal of the Korean Wood Science and Technology
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    • 제46권5호
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    • pp.437-448
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    • 2018
  • 본 연구는 태백산맥을 기준으로 영동(고성군), 영서(홍천군), 영남(봉화군) 세 지역 간 소나무의 재질차이의 유무를 알기위해 물리적 특성을 조사하였다. 기건함수율 및 생재함수율(인위적)의 산지 간 차이를 보이지 않았다. 비중은 심재부와 변재부에서 봉화군 소나무가 두 산지보다 높았으며, 고성군과 홍천군 소나무 사이에는 심재부에서는 고성군 소나무가 높고 변재부에서는 홍천군 소나무가 고성군 소나무 보다 높게 나타났다. 심재부의 비중이 높게 나타난 고성군 소나무가 강도적으로 홍천군 소나무보다 클 것으로 판단된다. 수축율은 방사방향의 경우 산지 간 차이가 없고, 접선방향의 경우는 가도관장이 긴 봉화군 소나무가 높게 나타났다. 흡습율은 산지 간 차이가 거의 없는 것으로 나타났다. 이 결과로 소나무를 효율적으로 사용할 수 있고, 육종적으로 좋은 재질의 품종생산에도 도움이 될 것으로 생각한다.

치아 와동의 복합레진 수복시 음향방출의 시간적 발생 특성 (Time-Based Characteristics of Acoustic Emission During Dental Composite Restoration)

  • 구자국;최낙삼
    • 대한기계학회논문집A
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    • 제35권2호
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    • pp.169-174
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    • 2011
  • 제 1 급 와동이 모사된 비관통형 치아 시편에 수복된 복합레진의 중합 수축시 발생하는 AE 신호를 실시간으로 검출한 후 이를 분석하였다. 시간대별 발생 분포를 살펴보면, 광조사 초기에 중합 수축이 급격히 진행되는 제 I 구간에서 AE event 가 많이 관찰되었다. 제 I구간 후 AE event 발생 빈도가 낮아져 AE 가 별로 관찰되지 않은 제II구간이 있었는데, AE 신호의 발생이 적은 PMMA 는 치아에 비해 구간이 길었으며 AE 검출이 잦았던 스테인리스스틸 모형은 제 II 구간이 짧았다. AE 활성도를 나타내는 구간 특성은 수복재와 와동의 계면부에서 일어나는 균열의 발생빈도를 나타내는 것으로 사료되며 젤화점 직후의 제I 구간에서 AE 가 집중적으로 관측되는 바, 수복재와 와동 사이의 갭 형성은 바로 젤화점 직후에 만들어졌음을 가리킨다. 신호의 최대 진폭은 25-45dB 이었고 1 차 중심 주파수는 100-200kHz 와 240-400kHz 영역의 신호들이 발생하였으며 이는 레진이나 접착층의 파괴에 해당하였다.

회수수를 사용한 3성분계 경량 골재 모르타르의 공학적 특성에 관한 실험적 연구 (An Experimental Study on the Engineering Characteristics of Ternary Lightweight aggregate Mortar Using Recycling Water)

  • 이재인;배성호;김지환;최세진
    • 한국건설순환자원학회논문집
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    • 제10권1호
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    • pp.48-55
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    • 2022
  • 본 연구는 콘크리트의 운반 과정 중 발생하는 레미콘 회수수의 재활용율 증대 및 온실가스 저감을 위한 연구의 일환으로 회수수를 배합수 및 인공경량골재 프리웨팅수로 사용하고 고로슬래그 미분말 및 플라이애시를 시멘트 대체재로 사용한 3성분계 경량 골재 모르타르의 공학적 특성을 검토하였다. 이를 위해 3성분계 경량 골재 모르타르의 플로우, 기건단위질량, 압축강도, 건조수축, 중성화 깊이, 염화물 이온 침투 저항성을 측정하였으며 측정 결과 회수수를 사용할 경우 높아진 알칼리도에 의해 시멘트계 재료들의 반응성이 높아졌으며 3성분계 배합과 함께 사용할 경우 고로슬래그 미분말 15 %, 플라이애시를 5 % 사용할 시 모르타르의 압축강도 및 내구특성 향상에 긍정적인 것으로 나타났다.