• 제목/요약/키워드: Crown diameters

검색결과 39건 처리시간 0.031초

미맹출 영구 견치 및 소구치 근원심 폭경 추정에 관한 연구 (THE STUDY ON THE PREDICTION OF THE MESIODISTAL DIAMETERS OF UNERUPTED CANINES AND PREMOLARS IN KOREAN MALE AND FEMALE)

  • 황민성;김정욱;장기택;이상훈
    • 대한소아치과학회지
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    • 제29권1호
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    • pp.115-124
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    • 2002
  • 본 연구는 서울시 치과의사회에서 주관한 건치아동 선발대회 후보의 경석고모형 162쌍을 분석하여 성별에 따라 하악 영구 4전치 근원심 치관 폭경합의 계측치에서 상악 및 하악의 편측 영구 견치 및 제 1, 2소구치 근원심 폭경합을 추정하는 회귀방정식과 확률표를 구하였다. 그리고 성별간 차이를 비교하여 다음과 같은 결과를 얻었다. 1. 남자와 여자 모두 동일한 악궁 내에서 좌우측 영구 견치 및 소구치의 폭경합은 유의한 차이가 없었다(p>0.05). 남녀간의 상하악 좌우측 영구 견치 및 소구치의 폭경합을 비교한 결과 남자가 여자보다 크게 나타났다(p<0.01). 2. 성별에 따라 하악 영구 4전치의 근원심 치관 폭경합의 계측치(x)에서 상악 및 하악의 편측 영구 견치 및 제 1, 2소구치의 근원심 폭경합(y)을 추정하기 위한 회귀 방정식은 다음과 같았다. 남자 상악 영구 견치 및 소구치 폭경합 : y=10.45+0.53x 남자 하악 영구 견치 및 소구치 폭경합 : y=10.07+0.51x 여자상악 영구 견치 및 소구치 폭경합 : y=12.65+0.42x 여자 하악 영구 견치 및 소구치 폭경합 : y=11.70+0.42x 남자+여자상악 영구견치 및 소구치 폭경합 : y=11.01+0.50x 남자+여자하악 영구견치 및 소구치 폭경합 : y=9.87+0.51x.

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골유착성 치과 임플랜트 고정체 직경에 따른 지지골의 응력분포에 관한 삼차원 유한요소 분석적 연구 (A 3-dimensional Finite Element Analysis of Stress Distribution in the Supporting Bone by Diameters of Dental Implant Fixture)

  • 이명곤
    • 대한치과기공학회지
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    • 제26권1호
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    • pp.69-76
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    • 2004
  • The objective of this finite element method study was to analyze the stress distribution induced on a supporting bone by 3.75mm, 4.0mm, 5.0mm diameter of dental implant fixture(13mm length). 3-dimensional finite element models of simplified gold alloy crown(7mm height) and dental implant structures(gold cylinder screw, gold cylinder, abutment screw, abutment, fixture and supporting bone(cortical bone, cancellous bone) designs were subjected to a simulated biting force of 100 N which was forced over occlusal plane of gold alloy crown vertically. Maximum von Mises stresses(MPa) under vertical loading were 9.693(3.75mm diameter of fixture), 8.885(4.0mm diameter of fixture), 6.301(5.0mm diameter of fixture) and the highest von Mises stresses of all models were concentrated in the surrounding crestal cortical bone. The wide diameter implant was the good choice for minimizing cortical bone-fixture interface stress.

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하악 구치부에 식립한 sintered porous surfaced implants의 후향적 다기관 연구 (A Retrospective Study of Sintered Porous-surfaced Dental Implants in Restoring the Edentulous Posterior Mandible: Up to Eight Years of Functioning)

  • 김우성;안경미;손동석;정희승;신임희
    • 대한치과의사협회지
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    • 제47권12호
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    • pp.823-829
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    • 2009
  • Purpose : The aim of this study was to evaluate the survival rate of sintered porous-surfaced implants placed in the edentulous posterior mandibles, in relation to implant length and diameter, crown-to-implant ratio, and types of prostheses, for a maximum of eight years of functioning. Material and Methods : The study group consisted of 43 partially edentulous patients who visited Catholic University Hospital of Daegu and one private dental clinic. A total of 122 sintered porous-surfaced implants n $Endopore^{(R)}$ (Inn ova Life Sciences, Toronto, Ontario, Canada) -- were placed in the edentulous posterior mandibles, Two diameter sizes (4.1 mm and 5.0 mm) and four lengths (5.0 mm, 7.0 mm, 9.0 mm, and 12.0 mm) were used. One hundred and three implants were splinted and 21 implants were nonsplinted. The survival rates of the implants in relation to length, diameter, crown-to-implant ratio, and types of prostheses were investigated. Statistical data were analyzed using SPSS Win.Ver 14.0 software with the Chi-square test. Results : The survival rate of the 4.1mm diameter implants was 100% and 91.2% for the 5.0mm diameter implants. The survival rates of the implants of differing diameters were found to be statistically different (p=0.005). The survival rates of both the 5.0mm and 7.0 mm length implants were 100%. The survival rate of the 9.0mm length implants was 97.9% and for the 12.0mm length implants was 95.1%. There was no statistical difference in survival rates for the differing lengths of implants. Of the 103 prostheses that were splinted, the survival rate was 98.0%. The survival rate of splinted prostheses was higher than that of the non-splinted prostheses, but was found to be not statistically different. There were no failed cases when the crown-to-implant ratio was under 1.0. When the crown-to-implant ratio was between 1.0 and 1.5, the failure rate of the implants was 6.7%. No failure was recorded with the ratio range of 1.5 to 2.0. Relative to the crown-to-implant ratio of 1.0, the failure rates were statistically different (p=0.048). Discussion and Conclusion : The cumulative survival rate of the porous-surfaced implants placed in the edentulous posterior mandibles was 97.5%. Short porous-surfaced implants showed satisfactory results after a maximum of nine years of functioning in the edentulous posterior mandibles.

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한국인 아동의 유치열기의 특성 - 치아 치열궁의 관계 (Spacing and crowding of the primary dentition in Korean children - relationship to tooth sizes and dental arch dimension)

  • 임동혁;김태우;남동석;장영일
    • 대한치과교정학회지
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    • 제36권1호
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    • pp.84-90
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    • 2006
  • 이 연구의 목적은 강화지역의 한국인 아동의 유치열기에서의 공극과 총생의 빈도를 조사하고, 치아 크기와 치열궁간의 관계를 조사하는 것이다. 102개의 취학전 아동(남자 57명, 여자 45명, $4{\sim}5$세)의 석고모형을 조사하여 치아의 크기, 견치간 폭경, 구치부 폭영, 치열궁 장경을 측정하였다. 유치열기의 공극 빈도는 남자에서 63.2%, 여자에서 57.8%로 나타났다. 공극의 빈도는 남자에서, 하악보다는 상악에서 더 높게 나타났다. 공극이 있는 경우보다 총생을 보이는 치열에서 치아 크기는 크고 치열궁 폭경은 더 작게 나타났다 (p<0.05). 전치부 공극의 존재 여부는 치아의 크기, 견치간 폭경과 관련이 있었다.

경사하중에 따른 시멘트 유지형 임플란트 지지골의 유한요소법 응력 분포 (Finite Element Analysis of Stress Distribution on Supporting Bone of Cement Retained Implant by Oblique Loading)

  • 이명곤
    • 한국콘텐츠학회논문지
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    • 제14권9호
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    • pp.343-349
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    • 2014
  • 본 연구는 치과 임상에서 사용하고 있는 시멘트 유지형 치과용 임플란트의 지지골 응력 분포 안정성을 확인하고자 시행하였다. 모델링과 유한요소 응력 분석은 유한요소 해석 프로그램인 Solidworks를 사용하였고, 시멘트 유지형 임플란트 시스템인 지대주와 고정체를 연결하는 지대주 나사를 20 Ncm 나사조임력에 의한 결합조건을 적용시킨 단관 모델을 제작하고, 설측에서 협측으로의 $45^{\circ}$ 경사로 100 N 크기 외부하중을 가하여 지지골 응력 분포 해석을 실시하였다. 경사하중에 따른 임플란트 고정체의 지지골 응력 크기와 분포를 파악하기 위한 유한요소법 분석을 통해 다음 결과를 얻었다. 고정체 직경, 길이의 조건에 관계없이 임플란트 고정체 상부와 골 접촉부인 치밀골에 응력이 집중되는 양상으로 나타났고, 고정체 길이 증가로 인한 응력 감소 폭보다 직경 증가로 인한 감소폭이 큰 것으로 나타났다 따라서 본 연구 결과는 지지골 형태 조건에 대하여 가능한 큰 직경의 고정체 사용이 효과적이라고 판단된다.

수목생육 조건을 고려한 조경수목과 아파트 건물의 최소 이격거리에 관한 연구 (A Study on the Minimum Distance between Landscape Trees and Apartment Buildings)

  • 장하경;안근영;이은희
    • 한국조경학회지
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    • 제35권1호
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    • pp.1-8
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    • 2007
  • The purpose of this study is to suggest the minimum distance needed between landscape trees and apartment buildings. in order for the trees to grow soundly and maintain constant growth. Therefore, this study investigated and analyzed the present conditions of the green-spaces contiguous to apartment buildings and the trees inside the apartment complex. The following general problems were identified : (1) the tree growth conditions, (2) the planting intervals, and (3) the planting methods in the apartment complexes. The method of this study was to survey areas, measure the trees and analyze the results. Ten apartment complexes located in Seoul were randomly selected for this study. To analyze the greens contiguous to the building of each apartment complex, the greens were divided into three types, including the front greens, the side greens, and the rear greens. The study surveyed the width of all contiguous greens and the distance from trees to my given building. Four representative sites were specifically investigated to measure the crown widths, heights, and diameters of the trees. These investigations were carried out over 3 months from August to December 2006. According to the results of the study, it was found that the greens are narrower in width and the more closer to a building. The study identified a correlation between the tree and the passage of time after the completion of construction of an apartment complex, showing that the malformation of the trees worsened as time passed. As a result of measuring the right crown and left crown width with the tree trunk as the center, a broad difference was found between coniform trees and trees that tend to branch out more. For example, the ratio of the width of the Acer palmatum is 1:6. However, the ratio of the Metasequoia glyptostroboide is 1:1.7. Based on the overall analysis, it was concluded that the maintained minimum width must be greater than one meter over the green space according to the 'Landscape Standard 2000'. However, that is only applicable to cases such as apartment buildings that present no obstacles. In conclusion having greens placed within one meter of width to a building is not an appropriate environment for the healthy growth of trees. To create sound green spaces, sustainable, long-term growth rate and size should be considered. It is necessary to prepare new standards for the computation of planting trees and the measurement of square landscapes. Wall greenery and shrubberies could be an alternative in the case of a narrow-width green space.

포트 충전용 상토의 물리.화학성이 플라스틱 백 재배를 통해 발생한 '매향' 딸기의 자묘 생육에 미치는 영향 (Influence of Physico.Chemical Properties of Root Substrates on the Growth of 'Maehyang' Strawberry Daughter Plants Produced by Bag Culture of Stock Plants)

  • 최종명;박지영;고관달
    • 농업과학연구
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    • 제37권2호
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    • pp.199-207
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    • 2010
  • This research was conducted to determine the influence of physiological and chemical properties of root substrates on the growth of the daughter plants of 'Maehyang' strawberry produced by bag culture. The daughter plants produced by stock plants during bag culture were individually separated and grown in 10-cm diameter plastic pots containing six different formulations of root substrates: a) 50% peatmoss plus 50% vermiculite (5:5 by volume, A), b) 70% peatmoss plus 30% perlite (7:3, B), c) 70% coir dust plus 30% perlite (7:3, C), d) mixture of 35% coir dust, 35% peatmoss, and 30% perlite (3.5:3.5:3.0, D), e) mixture of 20% rice hull, 70% coir dust, and 10% perlite (2:7:1, E), and f) 30% rice hull plus 70% coir dust (30:70, F). The container capacity and air filled porosity of the growing medium varied greatly among the six substrate formulations evaluated. The substrates E and F had less container capacity and higher air-holding spaces than the rest of the formulations. Therefore, these two formulations (E and F) may cause a problem in water management during the production of healthy daughter plants. The substrate formulations A, B, and D retained higher nitrogen (N) concentrations than other formulations containing coir dust or rice hull. The substrate formulations E and F which contained rice hull had lower N, phosphorus (P), and potassium(K) concentrations than other substrate formulations containing coir. The quality of the daughter plants grown in all six different substrate formulations was good with the crown diameters at around 10 mm. Fresh weights of the daughter plants grown in substrate formulations A, C, and D were higher than those obtained from B, E, and F. Dry weights of the daughter plants showed a similar trend. The daughter plants having high fresh and dry weights and increased crown diameter are in demand by the industry. For this reason, the substrate formulations A, C and D can readily be used as potting mixes during the production of 'Maehyang' strawberry transplants utilizing the bag culture system.

한국인의 치열궁과 치아의 크기에 관한 연구 (STUDY ON THE TOOTH SIZE AND DENTAL ARCH OF THE KOREANS)

  • 서정훈
    • 대한치과의사협회지
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    • 제10권3호
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    • pp.155-158
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    • 1972
  • As a factor of dentistry, the form of the tooth especially the size plays an important part. And in orthodontics the relation between the tooth size, arch length and the basal arch is regarded important, and it is closely related to the extraction and retension probolem in treatment planning. The auther's study of the mesio-distal crown diameters of permanent teeth, width and length of the dental arch and basal arch from the cast of 50 men and 53 women who could be measured clerly, among 102 men and 107 women regarded as the normal occlusion showed the followings. 1. Table 1 and table 2 showed the measurement of the mesio-distal maximum width of the permanent teeth, width and length of the dental arch and basal arch of the upper and lower dentitions. 2. Men's mesio-distal width of the teeth, arch length and arch width of the upper and the lower dentition, basal arch width and basal arch length are larger than those of wonen's 3. We compared the Koreans with the American white. Upper central incisors, upper first molars and lower second premolars of the latter were larger than those of the former. And the Koreans's rest tooth of the rest were comparatively larger.

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양황철나무의 재질(材質) (I) 용적밀도수(容積密度數), 목섬유(木纖維)치수 및 잎옹이 분포수(分布數)의 간내변수(幹內變數) - (Wood Quality of Populus nigra × maxmowiczii. (I) - Variation of Bulk Density, Wood Fiber Dimension, Microfibril Angle, and Number of Leaf Knot within Stem -)

  • 박상진;강선구;이기영;조재명
    • Journal of the Korean Wood Science and Technology
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    • 제18권3호
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    • pp.26-33
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    • 1990
  • To study the wood quality factors of Populus nigra $\times$ maxmowiczii known a rapidly growing species, the variations of green moisture contents, bulk density, wood fibre dimensions, microfibril angles, and number of leaf knot in stem wood were investigated. The heartwood contained a higher moisture content than the corresponding sapwood. Bulk density in radial patterns variations decrease outward from the pith, then increase toward the bark. The wood-fiber length and diameters had somewhat smaller values than on Populus alba $\times$ glandulosa or Populus euramericana. The microfibril angles decreased rapidly toward the outside, and their mean values were about 16 degree. The grain angles run nearly parallel to the cell axies. Number of leaf knot showed a fluctural change above ground level to a point near the base of the crown and then increased rapidly to the top of tree and average number of leaf knot varied exclusively from tree to tree.

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FE analysis of RC pipes under three-edge-bearing test: Pocket and diameter influence

  • Kataoka, Marcela Novischi;da Silva, Jefferson Lins;de Oliveira, Luciane Marcela Filizola;El Debs, Mounir Khalil
    • Computers and Concrete
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    • 제20권4호
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    • pp.483-490
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    • 2017
  • This paper studies on the behavior of reinforced concrete (RC) pipes used in basic sanitation in the conduction of storm water and sanitary sewer. Pipes with 800 mm and 1200 mm in diameter were analyzed. The 800 mm pipes were built with simple reinforcement and the 1200 mm pipes with double reinforcement. For the two diameters of pipes the presence or absence of the pocket was evaluated, and the denomination of each one is spigot and pocket pipe (SPP) and ogee joint pipe (OJP), respectively. The 3D numerical models reproduce the three-edge-bearing test that provides information about the strength and stiffness of the reinforced concrete pipes. The validation of the computational models was carried out comparing the vertical and horizontal displacements on the springline and crown/invert and it was also evaluated the reinforcement strains and the crack pattern. As a main conclusion, the numerical models represented satisfactorily the behavior of the pipes and can be used in future studies in parametric analysis.