• 제목/요약/키워드: No.3 Water-way

검색결과 205건 처리시간 0.026초

지하철건설에 따른 문화재 보호와 동대문역사시공 보고서(1) (Study on the measurement of blasting vibration response in construction a subway station at East gate of cultural treasure)

  • 최상열;이수복;허진;채수연
    • 기술사
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    • 제17권3호
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    • pp.32-49
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    • 1984
  • The East gate station area is 205M long and 24m deep which is located 13 meter in front of cultural treasure east gate. The area to be excavated by blasting is composed of granite rocks from 10M depth to 25M. Surface earth extends to up 10M depth. This job site has in involves heavy traffic congestion such as over 10,000 cars passing in rush hour where clossing No 1 lint of subway running 3 minitues head way. This east gate station construction is to be executed for the provent of the setting down of underground level and blasting vibration effects to cultural treasure east gate. Therefore, the caltural treasure committee approved this execution subject to the following condition. 1. Subway gelogical foundation and measured natural frequency 2. Execution of water tight wall 3. Sellection and test of damping material for wall and under rail 4. Measurement of monitoring system during the execution 5. Measurement of histogram system The above two projects was carried out by Dr. Kwang team in KAIST and prof, Han in Hanyang University under accadamic study contract. In the blasting work, for the pourpose of reduced vibration and low explosion velocity such as CCR, Kovex slurry. The 2nd, used electrical caps shall be delay cap and M/S caps in multi delay. The 3rd, drilling pattern is bench cut in open cut and applied control blasting in tunnelling and also shall drill anti-vibration holes as line drilling.

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Influence of cement thickness on resin-zirconia microtensile bond strength

  • Lee, Tae-Hoon;Ahn, Jin-Soo;Shim, June-Sung;Han, Chong-Hyun;Kim, Sun-Jai
    • The Journal of Advanced Prosthodontics
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    • 제3권3호
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    • pp.119-125
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    • 2011
  • PURPOSE. The aim of this study was to evaluate the influence of resin cement thickness on the microtensile bond strength between zirconium-oxide ceramic and resin cement. MATERIALS AND METHODS. Thirty-two freshly extracted molars were transversely sectioned at the deep dentin level and bonded to air-abraded zirconium oxide ceramic disks. The specimens were divided into 8 groups based on the experimental conditions (cement type: Rely X UniCem or Panavia F 2.0, cement thickness: 40 or 160 ${\mu}m$, storage: thermocycled or not). They were cut into microbeams and stored in $37^{\circ}C$ distilled water for 24 h. Microbeams of non-thermocycled specimens were submitted to a microtensile test, whereas those of thermocycled groups were thermally cycled for 18,000 times immediately before the microtensile test. Three-way ANOVA and Sheffe's post hoc tests were used for statistical analysis (${\alpha}$=95%). RESULTS. All failures occurred at the resin-zirconia interface. Thermocycled groups showed lower microtensile bond strength than non-thermocycled groups (P<.001). Differences in cement thickness did not influence the resin-zirconia microtensile bond strength given the same resin cement or storage conditions (P>.05). The number of adhesive failures increased after thermocycling in all experimental conditions. No cohesive failure was observed in any experimental group. CONCLUSION. When resin cements of adhesive monomers are applied over air-abraded zirconia restorations, the degree of fit does not influence the resin-zirconia microtensile bond strength.

수종 레진시멘트의 전단결합강도에 관한 연구 (A STUDY ON THE SHEAR BOND STRENGTH OF RESIN CEMENTS)

  • 양미영;박상진
    • Restorative Dentistry and Endodontics
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    • 제22권1호
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    • pp.132-143
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    • 1997
  • Recently composite resin luting cement have been widely used according as esthetic requirement was increased. The purpose of this study was to evaluate of shear bond strength of four resin cements to bovine dentin. The materials used in this study were All-Bond 2(dentin bonding agent), Duolink cement, Bistite resin cement, Twinlook cement, Clearfil CR inlay cement. A total 40 acrylic cylinders with bovine dentin were divided into four groups. Four experimental groups were as follows; Group l(AB) : Specimens bonded with All-Bond 2 and Duolink Cement Group 2(BT) : Specimens bonded with Bistite Resin Cement Group 3(TL) : Specimens bonded with Twinlook Cement Group 4(CR) : Specimens bonded with Clearfil CR Inlay Cement Mter 1 hour of bonding, all specimens were stored for 24 hours in water at $37^{\circ}C$ and tested with Instron universal testing machine between bovine dentin and resin cements. The data were evaluated statistically at the 95% confidence level with a one-way analysis of variance and Tukey's range statistics. The following results obtained; 1. The group l(AB) was highest shear bond strength and the group 3(TL) was 10west(p>0.05). 2. Group 2(BT), 4(CR) were similar shear bond strength and there was no significant difference(p<0.05). 3. Group 1(AB), 4(CR) with acid etching were showed resin tags on the opened dentinal tubules, but Group 2(BT), 3(TL) without acid etching were not showed resin tags. 4. Group l(AB) was showed intimate adaptation than other groups.

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수분이 지르코니아 수복물 전용 레진시멘트의 파괴인성에 미치는 영향에 관한 연구 (Effect of water storage on the fracture toughness of dental resin cement used for zirconia restoration)

  • 구본욱;김성훈;이재봉;한중석;여인성;하승룡;김희경
    • 대한치과보철학회지
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    • 제52권4호
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    • pp.312-316
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    • 2014
  • 목적: 본 연구에서는 지르코니아 수복물의 접착에 사용되는 레진 시멘트의 파괴인성을 측정하고 각 레진 시멘트의 다양한 수중 보관 기간이 파괴 인성에 미치는 영향에 관하여 알아보고자 하였다. 재료 및 방법: 세가지 종류의 레진 시멘트(Panavia F2.0, Clearfil SA luting, Zirconite)를 사용하여 single edge notched 형태의 시편($3mm{\times}6mm{\times}25mm$)을 제작하였다. 각 시편은 $37^{\circ}C$ 증류수에서 1일 (대조군), 30일, 90일, 180일 동안 보관하였다 (n=5). 만능시험기를 이용하여 0.1 mm/s 속도로 삼점굽힘 시험을 시행하고, 파절 시의 최대하중으로 파괴인성($K_{IC}$)을 계산하였다. 측정값은 일원분산분석과 다중분석을 위한 $Scheff{\acute{e}}$ test를 사용하였고, 유의수준은 0.05로 하였다. 결과: 대조군에서 Panavia F2.0가 $3.41{\pm}0.64MN{\cdot}m^{-1.5}$로 가장 높은 $K_{IC}$를 보였으며 Zirconite가 $3.07{\pm}0.41MN{\cdot}m^{-1.5}$, Clearfil SA luting이 $2.58{\pm}0.30MN{\cdot}m^{-1.5}$으로 가장 낮은 $K_{IC}$를 보였으나, 재료간에 유의성 있는 차이는 없었다. 수중보관 기간이 증가함에 따라 Panavia F2.0의 값은 감소였고, Clearfil SA luting과 Zirconite는 증가하였으나, 통계적으로 유의한 차이를 보이지 않았다. 결론: 지르코니아 수복물 전용 레진 시멘트의 파괴인성은 다른 일반 시멘트에 비해 대체로 높으며, 이러한 파괴인성은 수중 보관에 영향을 받지 않는다.

MICROLEAKAGE AND WATER STABILITY OF RESIN CEMENTS

  • Choi Sun-Young;Lee Sun-Hyung;Yang Jae-Ho;Han Jung-Suk
    • 대한치과보철학회지
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    • 제41권3호
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    • pp.369-378
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    • 2003
  • Statement of Problem: Recently, resin cements have become more widely used and have been accepted as prominent luting cements. Current resin cements exhibit less microleakage than conventional luting cements. However, the constant contact with water and exposure to occlusal forces increase microleakage even in resin cements inevitably. Most bonding resins have been modified to contain a hydrophilic resin such as 2-hydroxyethylmethacrylate (HEMA) to overcome some of the problems associated with the hydrophobic nature of bonding resins. By virtue of these modifications, bonding resins absorb a significant amount of water, and there may also be significant stresses at bonding interfaces, which may adversely affect the longevity of restorations. Therefore the reinforcement of water stability of resin cement is indispensable in future study. Purpose: This study was conducted to examine the influence of water retention on microleakage of two resin cements over the period of 6 months. Materials and Methods: 32 extracted human teeth were used to test the microleakage of a single full veneer crown. Two resin cements with different components and adhesive properties - Panavia F (Kuraray Co., Osaka, Japan) and Super-Bond C&B (Sun Medical Co., Kyoto, Japan)- were investigated. The storage medium was the physiological saline solution changed every week for 1 month, 3 months, and 6 months. One group was tested after storage for 1 day. At the end of the each storage period, all specimens were exposed to thermocycling from $5^{\circ}C$ to $55^{\circ}C$ of 500 cycles and chewing simulation of 50,000 cycles, and then stained with 50% silver nitrate solution. The linear penetration of microleakage was measured using a stereoscopic microscope at ${\times}40$ magnification and a digital traveling micrometer with an accuracy of ${\pm}3{\mu}m$. Values were analyzed using two-way ANOVA test, Duncan's multiple range tests (DMRT). Results : Statistically significant difference of microleakage was shown in the 3-month group compared with the1-day or 1-month group in both systems (p<0.05) and there were statistically significant differences in microleakage between the 3-month group and the 6-month group in both systems (p<0.05). The two systems showed different tendency in the course of increased microleakage during 3 months. In Panavia F, microleakage increased slowly throughout the periods. In Super-Bond C&B, there was no significant increase of microleakage for 1 month, but there was statistically significant increase of microleakage for the next 2 months. For the mean microleakage for each period, in the 3-month group, microleakage of Super-Bond C&B was significantly greater than that of Panavia F. On the other hand, in the 6-month group, microleakage of Panavia F was significantly greater than that of Super-Bond C&B (p<0.05). Conclusion: Within the limitation of this study, water retention of two different bonding systems influence microleakage of resin cements. Further studies with the longer observation periods in viro are required in order to investigate water stability and the bonding durability of the resin cement. CLINICAL IMPLICATIONS Microleakage at the Cement-tooth interfaces did not necessarily result in the failure of the crowns. But it is considered to be a major factor influening the longerity of restorations. Further clinical approaches for decreasing the amount of microleakage are required.

Low-viscosity Resin Sysem이 복합레진 수복물의 변연누출에 미치는 영향 (THE EFFECT OF LOW-VISCOSITY RESIN SYSTEMS OM MARGINAL LEAKAGE OF COMPOSITE RESIN RESTORATIONS)

  • 양정숙;김문현;허선;김재곤;백병주
    • 대한소아치과학회지
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    • 제24권2호
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    • pp.460-474
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    • 1997
  • The purpose of this study was to evaluate and compare the effectiveness of various low-viscosity resin systems used as rebonding agents to prevent microleakage at the margins of class I composite resin restorations. Seventy sound human premolars were selected for experiment. Class I cavities were prepared and each cavity was conditioned with a 37% phosphoric acid for 15 sec, rinsed with water for 15 sec, and dried with compressed air. Bonding agent(Scotchbond Multipurpose, 3M Co.) was applied and a hybrid composite resin (Z-100, 3M Co.) was placed using an incremental technic. The excess cured composite resin was carefully removed with Sof-Lex discs(3M Co.) to expose the original margins of the cavity. The following seven groups were established : group 1 was not rebonded and used as control group ; group 2 was rebonded with a Scotchbond Multipurpose(3M Co.) and finished ; group 3 was rebonded with a Fortify(BISCO) and finished ; group 4 was rebonded with a Concise white sealant(3M Co.) and finished ; group 5 was rebonded with a Concise white sealant(3M Co.) and not finished ; group 6 was rebonded with a P&F sealant(BISCO) and finished; group 7 was rebonded with a P&F sealant(BISCO) and not finished. The specimens were then subjected to 500 thermocycles between 5 & 65 with a 10 see dwell time and immersed in 2% methylene blue dye solution for 24 hours and sectioned with low-speed diamond cutter into two part under water condition. The extent of microleakage at rebonded margins was evaluated microscopically and scored for dye penetration according to the following scale : 0=no dye penetration ; 1=dye penetration to half-way along axial wall between enamel surface and DEJ ; 2=dye penetration beyond halfway along axial wall between enamel surface and DEJ ; 3=dye penetration to the full depth of DEJ or beyond DEJ. Selected samples were prepared for SEM observation to determine the depth of penetration of the rebonding agent into the marginal interface. The obtained results were as follows: 1. In the group 2 and 3, which is rebonded with a Scotchbond Multipupose and Fortify, dye penetration score were decreased significantly than that of group 1 (P<0.05), but group 4 and 6 were not statistically different from group 1(P>0.05). 2. There were significant differences between group 4, 6 and group 5, 7 when compared by dye penetration score (P<0.05). 3. In the SEM observation, Scotchbond Multipurpose and Fortify were penetrated within $30-40{\mu}m$ depth of the outermost surface. However, both sealants were failed to penetrate into the debonded interface.

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플럭스액의 첨가제에 의한 용융아연도금 공정개선 (Improvement of Hot Dip Galvanizing Process by Additive to Flux Solution)

  • 문경만;정재현;박준무;이명훈;백태실
    • 한국표면공학회지
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    • 제49권6호
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    • pp.513-520
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    • 2016
  • Many surface protection methods have been developed to apply to constructional steels which have been used under severe corrosive environments. One of these methods, hot dip galvanizing is being widely used to the numerous constructional steels such as a guard rail of high way, various types of structural steel for manufacturing ship and for some other industrial fields etc.. Recently, the cost of zinc is getting higher and higher, thus, it is considered that improvement of hot dip galvanizing process to reduce the cost of production should be developed possibly. In this study, additives such as acid cleaning solution, $NH_4OH$, $Al(OH)_3$ and $H_2O_2$ were added to flux solution, and omission of water washing treatment after acid cleaning was investigated with some types of flux solutions added with some additives mentioned above. The decrement of pH by adding the acid cleaning solution could be controlled due to neutralization reaction with addition of $NH_4OH$. The flux solution added with both $NH_4OH$ and $Al(OH)_3$ exhibited nearly the same color and pH value as those of orignal flux solution with no added, and the sample dipped to the flux solution which was added with additives mentioned above indicated a relatively good corrosion resistance compared to other samples. However, the flux solution added with $NH_4OH$, $Al(OH)_3$ and $H_2O_2$ exhibited a different color, sediment and a bad corrosion resistance. Consequently, it is considered that omission of water washing treatment may be able to perform by adding optimum additives to the original flux solution.

유지놀 처리된 상아질 표면의 상아질 접착제의 전단결합강도에 관한 연구 (SHEAR BOND STRENGTH OF DENTIN BONDING AGENTS ON DENTIN SURFACE TREATED WITH EUGENOL)

  • 유화성;최기운;최경규;박상진
    • Restorative Dentistry and Endodontics
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    • 제25권4호
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    • pp.550-560
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    • 2000
  • In this study, shear bond strength of two bonding systems were measured and appearance of dentin surfaces were observed with SEM according to the storage time of eugenol on dentin surface, thus evaluated the effect of eugenol on bond strength of two dentin bonding systems. Control groups were directly bonded to dentin surface with One Step, Prime & Bond 2.1. Experimental groups were divided into experimental I and II according to dentin bonding agents. After eugenol application, dentin surfaces were bonded with One Step and Prime & Bond 2.1 according to the each storage time of immediately, 3min, 24hour, 48hour and 1week, and then control and experimental groups were filled with light cured composite resin(Z-100). After 24 hours water storage at $37^{\circ}C$, all samples were subjected to a shear load to fracture at a cross head 1.0mm/min with Instron universal testing machine(No. 4467). Etched dentin surface storaged for each time of immediately, 3min, 24hour, 48hour and 1 week after eugenol application were observed under Scanning Electron Microscope(Hitachi S-2300) at 20kvp. The data were evaluated statistically with two-way ANOVA and Tukey's HSD. The results were as follows; 1. Shear bond strengths were higher in control groups than in the experimental groups. 2. As storage time was increased after eugenol application, the shear bond strengths were decreased in experimental groups. 3. In experimental I, II the shear bond strengths were the lowest in which storage time was 1 week after eugenol application. 4. As storage time was increased after eugenol application, etched dentin surfaces showed obstructed dentinal tubule.

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자연주의 출산한 여성의 출산실태와 회음부 손상: 일개 자연주의 출산병원 의무기록을 중심으로 (Childbirth outcomes and perineal damage in women with natural childbirth in Korea: a retrospective chart review)

  • 김경원;이선희
    • 여성건강간호학회지
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    • 제27권4호
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    • pp.379-387
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    • 2021
  • Purpose: This study aimed to determine the actual state of childbirth in Korean women with natural childbirth and the degree of damage to the perineum during childbirth. Methods: This retrospective study analyzed the medical records of mothers who had natural childbirth at a hospital in Seoul, Korea in 2018. Data from 358 women with cephalic births at greater than 37 gestational weeks were analyzed. To determine natural childbirth characteristics and the degree of damage to the perineum, descriptive statistics were done. The difference in the degree of perineal injury according to obstetric characteristics was analyzed using independent t-test and one-way analysis of variance. Results: The mean age was 33.18±3.68 years, and 49.2% were primiparas, while 39% gave birth with a doula. The degree of perineal damage differed by age (F=9.15, p<.001), parity (t=19.13, p<.001), number of births in multiparity (F=3.68, p=.027), previous vaginal delivery in multiparity (F=3.00, p=.032) and birthing posture (F=7.44, p<.001). Having received therapeutic procedures (t=-4.62, p<.001), specifically fluid administration (t=-2.72, p=.007), oxygen supply (t=-2.76, p=.006) and epidural anesthesia (t=-2.77, p=.006) were statistically significant for perineal damage. There were no differences, however, by gestational period, doula use, water room use in labor, baby head circumference, or birth weight. Conclusion: Study findings suggest that support for older women, primiparas, and those who require therapeutic procedures may help to decrease the possibility of perineal damage during childbirth. As perineal damage was also associated with birthing posture, this should be considered when providing intrapartum nursing care.

띠 전개범식 안강망어구의 연구 (A Study for Designing the Zonal Canvas Type of Stow Net)

  • 김대안;고관서
    • 한국수산과학회지
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    • 제18권1호
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    • pp.1-7
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    • 1985
  • 본연구에서는 전개장치를 띠모양의 소형 범포들로 구성하는 띠전개범식 안강망어구를 고안하여 재래의 그들을 이용한 1/3 모형어구 및 그물을 개량한 실물어구를 각각 제작하여 실험하였던 바, 다음과 같은 결과를 얻었다. 1. 재래의 안강망어구의 축척비 1/3인 모형어구의 총저항 R(kg)을 실물로 환산하면 $R=5.6{\times}10^{3}V^{l.5}$ 또는 $R=3.5\frac{d}{l}{\lambda}_b{\lambda}_l\;V^{1.5}$로 주어진다. 단, V 유속(m/sec), d는 그물실의 직경, l은 그물코 다리 한개의 길이, ${\lambda}_b$는 그물아궁이의 뻗친 둘레(m), ${\lambda}_l$은 그물의 뻗친 길이(m)이다. 2. 모형실험에서 망고는 유속에 따라 거의 일정하며 옆줄 길이의 $83\%$ 정도로 유지하였다. 3. 망폭은 유속의 증가에 따라 서서히 감소하여 유속 1m/sec 일 때 모형실험에서는 뜸줄길이의 $90\%$정도, 실물실험에서는 $95\%$정도 유지하였다. 4. 어구조작은 선미식 트롤어선으로 행한 결과 전개장치의 선미경사로 통과가 여의치 않았고 장망시 선미경사로상에서 뜸줄, 발줄 및 옆줄이 뒤로 쳐져 엉키는 현상이 일어났다.

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