• 제목/요약/키워드: GLUE method

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조선시대 나전칠기 수리 (Restoration Report on the Chosun Dynasty Lacquered Wares Inlaid with Mother-of-Pearl)

  • 이용희
    • 보존과학회지
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    • 제5권2호
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    • pp.25-34
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    • 1996
  • The essential point to be considered when restoring lacquered ware is to know its materials and properties, and prior studios from the conservational and scientific examination is the way to achieve it. Recently, to get a close examination of its materials and methods involved in lacquered ware making, cross section microscope studies are being applied. Cross section microscope studies shows that lacquering process has been simplified and that bone and earth substances have been added to the materials, a method also traced from the lacquered wooden coffin excavated from the 'Nak Rang Tomb' and by the lacquered wares of the 'Kyongjoo An Ap' areas. The significance of this Chosun Dynasty lacquered wares's inlaid with mother-of pearl restoration can be found in that we have been able to harmonize the very traditional and the very modern scientific method of our time and that we were able to launch a step forward from using only the synthetics to open up a new range of natural materials such as lacquers, bone and earth substances, oxhide-glue and nacres and of referring to the traditional methods.

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전통한옥과 신한옥의 함수율 모니터링 및 분석 (Monitoring and Analysis of Moisture Contents for Traditional and New-styled Hanoks)

  • 김영민
    • 대한건축학회논문집:구조계
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    • 제34권3호
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    • pp.29-36
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    • 2018
  • In this study, the moisture contents of four Hanoks have been monitored and the results were analyzed. Murujeong and Ongojae were built by traditional construction method and material, and Jeeshinjae and Hwakyeongdang were built by modernized construction method and material. Hwakyeongdang was monitored about 2 years and 9 months and the other three Hanoks were monitored about 4 years and 2 months. The surface moisture contents were measured by the non-destructive electronic resistant type moisture content meter. The measured moisture contents were affected by the orientation to the sun, wood type, temperature and relative humidity. The columns on the northern side and lumber showed more moisture contents than those of the southern side and glue-laminated wood. The moisture contents and relative humidity showed proportional relationship. The moisture contents of all four monitored Hanoks existed proper range by and large.

적층목질재(積層木質材)(Glulam)의 중립축(中立軸)과 강도적(强度的) 성질(性質)에 관한 연구(硏究) (Study on the Neutral Axis of Glulam and its Mechanical Properties)

  • 박헌
    • Journal of the Korean Wood Science and Technology
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    • 제18권3호
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    • pp.42-52
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    • 1990
  • In this study, thick 24mm glulams were composed of thick. 3, 4, 6, 8mm Larch laminas to study that the theoretical analysis and the experimental analysis regarding the location of neutral axis of the glulams were compared, and to study on the effect of location of neutral axis on mechanical properties of glulam. The variation of location of neutral axis after proportional limit(or elastical limit) was studied to offer basic data to make the better composition method of glulam. The result obtained can be summarized as follows: 1. The theoretical neutral axis was 0.547 in solid wood, and also 0.547 in glulams because glulams were composed of only Larch laminas. 2. In solid wood, the deviation of the theoretical and the experimental neutral axis location was 0.1%, But in glulams, the deviation from-12.2% to + 7.8% showed nonuniform pattern but no large deviation. Because laminas was only of Larch and so the mechanical properties of laminas were monotonous. 3. The neutral axis exerted no influance on the elasticity of glulam, which meaned that the maximum shear strength in the neutral axis showed no influance on elasticity limit. 4. The only minutely lower elasticities of glulam than that of solid wood were shown. This was because of influance of glue lines of glulam on the elasticlties. 5. The failure type of glulam was wholly simple tension failure and the horizontal shear failure near neutral axis was not taken place, which was that glue line was complete in bonding and the strength of the lamina was not various but uniform. 6. The ratio of tension strain($^{\varepsilon}t$) I compression strain($^{\varepsilon}c$) initially showed uniform level After the elasticity limit. the ratio was increased with the flow of time and so the tension strain was more increased than compression strain. So this proved tension lamination technique, which is that the mechanical properties of glulam could be improved, if the lamina of more superior strength would he added on the bottom side of the glulam.

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상악 전치부 임플란트 식립에 의한 열개 및 천공형 골결손 발생 시 조직 접착제를 이용한 골유도 재생술: 증례보고 (Guided Bone Regeneration using Fibrin Glue in Dehiscence or Fenestration Defects Occurred by Maxillary Anterior Implants: Case Report)

  • 지영덕;선화경
    • 구강회복응용과학지
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    • 제28권3호
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    • pp.277-290
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    • 2012
  • 최근 치과 임플란트는 구강 내 무치악 부위의 보편적인 수복 방법으로 임상가 뿐만 아니라 환자들에게도 널리 인식되어 있다. 외상, 만성 치주염 등 다양한 원인에 의해 상악 전치부는 발치 후 급속한 순측 골흡수가 진행될 수 있다. 그로 인해 협소한 순구개 폭경을 가진 상악 전치부 치조제 상에 임프란트 식립 시 열개 및 천공형 골결손이 발생할 수 있다. 이 경우 골유도 재생술을 사용하여 상악 전치부 치조제를 증강시킬 수 있다. 골유도 재생술시 골이식재에 조직 접착제를 혼합하여 기계적 및 생물학적 이점을 얻을 수 있다. 본 증례에서는 순설 폭경이 얇은 상악 전치부 치조제 상에 임플란트 식립에 의한 열개 및 천공형 골결손 발생시 자가골을 제외한 동종골, 이종골, 그리고 합성골 입자형 골이식재 등을 다양하게 조합한 후 조직 접착제와 혼합하여 골유도 재생술을 진행하였다. 모든 증례에서 양호한 치조제 증강을 보였음에 보고하는 바이다.

무독성 호안블록의 수리학적 안정성에 관한 실험적 연구 (An Experimental Study on Hydraulic Stability of Non-toxic Revetment Block)

  • 김상우;구영민;김영도;박재현
    • 대한토목학회논문집
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    • 제33권3호
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    • pp.987-995
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    • 2013
  • 본 연구의 목적은 국내 하천 복원의 자연친화적인 설계를 위한 무독성 호안공법의 수리적 안정성을 검토하는 것이다. 최근 들어 공학적 효율 위주의 치수 기능만을 위한 하천관리 정책에서 벗어나 하천의 환경적 기능의 개선을 위한 생태하천 복원사업이 이루어지고 있다. 그러나 신규 호안공법에 대한 부적절한 수리학적 설계기준이 자주 홍수기 경제적 손실을 유발하고 있다. 사석 및 블록의 안정성에 관한 연구는 크게 하천에서 제방, 하상보호, 세굴방지 등의 목적과 바다에서 호안 또는 방조제의 축조에 따라 투하하는 사석의 안정성에 기초를 둔 연구가 대부분이며 경험식으로 이루어져 있다. 본 연구에서는 최고 유속 3.5 m/s인 고속수로를 제작하여 수리실험을 수행하였으며, 무독성 접착제를 이용한 블록공법에 대한 다양한 조건의 수리실험을 통해서 수리적 안정성을 위한 호안블록의 한계유속을 구하였다.

Experimental Reinforcement Agent for Damaged Walls of Payathonzu Temple Murals in Bagan, Myanmar

  • Lee, Na Ra;Lee, Hwa Soo;Han, Kyeong Soon
    • 보존과학회지
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    • 제36권4호
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    • pp.284-295
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    • 2020
  • This study focuses on reinforcement agents for wall damage, such as cracks, breakage, or delamination, for mural paintings from the Payathonzu temple. Experiments were conducted with filling and grouting agents based on the reinforcing method. In the filling reinforcement experiment, different mixing ratios of lime to sand, and additives (jaggery, seaweed glue, and Primal SF-016) were used. In the grouting reinforcement experiment, the mixing ratio of lime and pozzolan was the same, and the additive types were identical to the filling reinforcement experiment. The filling reinforcement experiment showed that there were fewer physical changes such as contraction, with a greater mixing ratio of lime to sand, however, the compressive strength decreased as the mixing ratio increased. With additives, the change in volume of agent decreased and the compressive strength increased, which was especially prominent for jaggery and Primal SF-016. The grouting reinforcement experiment showed that there was a remarkable contraction with an increased amount of moisture that originates from the characteristic of grouting agents that requires flowability. With additives, the water content of the agent decreased, whereas the compressive strength and adhesion increased. Among the additives, Primal SF-016 exhibited the highest compressive strength, and seaweed glue exhibited the most considerable viscosity and adhesion. The study results showed that the characteristics of reinforcement agents vary according to the mixing ratio and additives of the filling and grouting agents. Therefore, it is necessary to selectively apply the mixing ratio and additives for different reinforcement agents considering the wall damage for conservation treatments.

Fibrin Sealant and Lipoabdominoplasty in Obese Grade 1 and 2 Patients

  • Mabrouk, Amr Abdel Wahab;Helal, Hesham Aly;Al Mekkawy, Soha Fathy;Mahmoud, Nada Abdel Sattar;Abdel-Salam, Ahmed Mohamed
    • Archives of Plastic Surgery
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    • 제40권5호
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    • pp.621-626
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    • 2013
  • Background Ever since lipoabdominoplasty was first developed to achieve better aesthetic outcomes and less morbidity, the rate of seroma formation, especially in obese patients, has disturbed plastic surgeons. The aim of this study was to evaluate the effect of fibrin sealant in the prevention of seroma formation after lipoabdominoplasty in obese patients. Methods Sixty patients with a body mass index (BMI) between 30 and 39.9 were assigned randomly to 1 of 2 groups (30 patients each). Group A underwent lipoabdominoplasty with fibrin glue, while group B underwent traditional lipoabdominoplasty; both had closed suction drainage applied to the abdomen. The patients' demographics and postoperative complications were recorded. Seroma was detected using abdominal ultrasound examinations at two postoperative periods: between postoperative days 10 and 12 and, between postoperative days 18 and 21. Results The age range was 31 to 55 years ($38.5{\pm}9.5$ years) in group A and 25 to 58 years ($37.8{\pm}9.1$ years) in group B, while the mean BMI was 31.4 to 39.9 $kg/m^2$ (32.6 $kg/m^2$) in group A and 32.7 to 37.4 $kg/m^2$ (31.5 $kg/m^2$) in group B. In group A, the patients had a complication rate of 10% in group A versus 43% in group B (P<0.05). The incidence of seroma formation was 3% in the fibrin glue group but 37% in the lipoabdominoplasty-alone group (P<0.05). Conclusions Lipoabdominoplasty with the use of autologous fibrin sealant is a very effective method that significantly reduces the rate of postoperative seroma.

어린 환자에서 내향성 조갑증에 대한 조갑홈통 부목을 이용한 치료 (Gutter Splint for Ingrown Toe Nail in Young Patients)

  • 신용운;배서영;안상준
    • 대한족부족관절학회지
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    • 제22권3호
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    • pp.111-115
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    • 2018
  • Purpose: Ingrown toenails are a common disease in the adolescent period and the treatments could be more conservative for this early stage of the disease. This study is a case series on the results of a gutter splint for an adolescent ingrown toe nail as a simple, comfortable treatment method. Materials and Methods: From 2011 to 2018, 22 patients (mean age, 12.2 years; range, 8~15 years) with ingrown toenails were treated with a gutter splint. There were 16 boys and 6 girls with 7 patients on both great toes, and additional 4 both corners of a nail, giving a total of 33 splints. Flat, plastic straws and glue or suture were used to protect the nail corners under local anesthesia. The medical records were reviewed retrospectively and phone calls were made to obtain the long-term results. Results: Fifteen splints were fixed with a suture and the other 18 splints were fixed with glue. There were 9 cases of recurrence out of 33 gutter splints, 8 out of 15 sutured splints and 1 out of 18 glued splints (p=0.010). There was no gender (p=0.383) or age (p=0.305) difference in the number of recurrences. Conclusion: For growing people, ingrown nails can be cured easily by conservative treatment for a transiently shortened or broken toenail. The glued gutter splint had a reasonable success rate as a first line treatment.

망사형 PE직물과 고점도 우레탄을 이용한 복층형 노출 방수공법에 관한연구 (A Experimental Study on the Complex Waterproofing Method of Exposure using PE Textiles of Mesh type and Highly Viscous Urethane)

  • 소욱동;송제영;김영석;오상근
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2011년도 춘계 학술논문 발표대회 1부
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    • pp.127-130
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    • 2011
  • The duplex waterproofing construction method has been investigated to improve various problems (how to fix the sheet, breaking, air/water pocket, and cracks caused by different materials) of the existing rooftop exposed waterproofing construction method. By using fiber sheet, Net PE fabric, and thixotropy urethane with high viscosity, the waterproofing construction method is to glue the ground and waterproof course by circular dot. The method is also to construct the waterproof course with high hardness by using waterproof membrane coatings in upper hybrid system. By gluing the ground and the waterproof course by circular dot, the study is expected to be useful to minimize the simultaneous breaking in the waterproof course as tensile stress is buffer in case of the ground crackling. Also, since the waterproofing construction method is good at moving and emitting vapor from the ground, it is considered to be effective to minimize any damages caused by air/water pocket and get loose of the waterproof course.

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공저변형법에 의한 3차원응력측정 시스템의 개발 (Development of 3-Dimensional Stress Measurement System by Bore hole Bottom Deformation Method)

  • 이기하
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.34-41
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    • 2006
  • A 3-dimensional stress measurement system based on the bore hole bottom deformation method, which is one of the stress relief methods, was developed. A pilot bore hole is drilled from the bottom of a bore hole and the stress meter is inserted into the pilot bore hole in the method. The bore hole is advanced as an over coring and the deformations in seven directions are measured by cantilever type-sensors. Using the cantilever type-sensors saves time for hardening of glue. No cable connection between the stress meter and a data logger is necessary since a compact data logger is installed in the stress meter. The accuracy of the stress meter was confirmed by a biaxial test for a Shikotsu welded tuff block although in-situ tests have not been carried out yet.

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