• Title/Summary/Keyword: Quantity of bond

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Manual Application of Adhesives

  • Hellmanns, Mark;Bohm, Stefan;Dilger, Klaus
    • Journal of Adhesion and Interface
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    • v.7 no.4
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    • pp.24-27
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    • 2006
  • International standards claim the best possible reliability in industrial manufacturing processes. This is also essential for the application with manual applicators. The application of adhesives with manual applicators is one of the most frequently used application techniques. The range of application reaches from the building of prototypes in the automobile industry over the use in single or small-batch manufacturing up to applications in crafts enterprises. Conventional manual applicators for adhesives and sealants don't fulfill the demands in international standards for the best possible reliability. Only the worker is able to control the quality and the quantity of the bond. A velocity-controlled manual applicator solves these restrictions. Special sensors and micro controllers calculate the flow-rate, the velocity and the location of the manual applicator. This leads to stable and repeatable application processes which are claimed in international standards. The location of the bond can be compared with the nominal value, so that it is possible to check the quality of the bond during application. Furthermore there is the potential to document the data of the manufacturing process.

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Evaluation of Grade of WA-Bitrified and Resinoid Bond Grinding Wheels by Acoustic 1 mission (AE에 의한 WA계 비트리파이드 및 레지노이드 결합제 연삭숫돌의 결합도 평가)

  • 정인근;임영호;권동호;최만용
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 1995.04b
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    • pp.124-130
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    • 1995
  • 연삭작업에 있어서 요구되는 가공능률과 가공정밀도를 얻기 위해서는 적절한 결합도를 갖는 연삭숫돌을 선택하 는 것이 중요한 요건이 된다. 본 연구에서는 결합도를 평가하기 위한 일정한 기준을 설정할 목적으로 AE계측 시스템을 이용하여 대월식결합도시험방법에 따라 연삭숫돌표면의 일부를 파괴시켰을 때 발생되는 AE신호를 검출 하고 연삭숫돌의 파괴량과 AE 신호특성과의 관계 및 AE를 이용한 결합도평가의 가능성을 검토하였다.

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Application of DEW Anchor with Field Test (현장시험을 통한 DEW 지압형 앵커의 적용성평가)

  • Choe, Gyeong-Jip;Park, U-Yeong;Yu, Seong-Jin;Lee, Seong-Rak
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.09a
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    • pp.745-751
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    • 2009
  • The anchor is used extensively for a cutting slope, an earth retaining wall, an uplift resistance of sub-structures and so on at civil engineering projects and is classified by aim in use, tendon material, and ground/tension fixing type. It can be distinguished extensively into friction type, bearing type, and complex type by ground fixing type. Generally, bond length of friction type anchor has application to 3~10m depending on the friction-resistance characteristics. In this study, 'DEW(double enlargement wedge) bearing type anchor' of new concept is devised. The bond length is about 0.6~0.8m. It can be used on the ground to have the strength characteristics above it of weathered rock. There are merits which are 'period reduction' and 'cost saving' through the minimum of the boring length. In addition, it is so called environmentally friendly Methods because it can reduce the quantity of carbon dioxide through the reducing drilling machine operation time.

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The Theoretical Studies for the (Molecular Connectivity법에 의하여 발암성 Benzenoid 탄화수소의)

  • Ui Rak Kim;Jong Guk Eun;Myung-Jae Lee;Kim Sang Hae
    • Journal of the Korean Chemical Society
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    • v.31 no.2
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    • pp.153-161
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    • 1987
  • The carcinogenicity of benzenoid hydrocarbons apparently depends strongly on the topological nature of the molecule. The existance of certain regions in the structure which are known propensity of benzenoid hydrocarbons to be carcinogenic. We try to identify the correlation between the number of potentially carcinogenic bay region in each of them and the quantity of Molecular Connectivity Index for 81 benzenoid hydrocarbons. Results indicate an excellent linear correlation between the number of bay region and the quantity of molecular connectivity index except the molecular containing single bond in their structure.

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The Study of Milling Properties for Optimization of Treatment and Recycling of Converter Slag (제강슬래그 처리 및 재활용의 최적화를 위한 분쇄 특성에 관한 연구)

  • Kuh, Sung-Eun;Hwang, Kyoung-Jin;Kim, Dong-Su
    • Journal of Korean Society of Environmental Engineers
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    • v.22 no.6
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    • pp.1139-1148
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    • 2000
  • To treat and recycle a large quantity of converter slag. the milling properties of -14/ +24 mesh-sized slag has been considered. The optimal conditions in milling process were investigated for producing powder-type slag and the required consumption was derived for the economical grinding. The characteristics of milling processes were studied in the variation of the rotational speed, milling time, filling ratio of ball, and size and amount of feed. The grinding efficiency was also examined. The optimal rotational speed in this experimental condition was observed to be the value of 79% of critical speed. The extent of grinding was increased with increasing the grinding time. but the efficiency of milling was decreased with the time. 50% ball filling was shown to have the optimal grinding effect, and less amount and small-sized feed made the milling efficiency high. As the result, using Bond's equation, power required for efficient milling was considered and the highest value was observed in the condition of high grinding time and optimal rotational speed.

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Bond Capacity of U-shaped reinforcement for bond splitting prevention in RC beams (고강도 횡 보강근을 적용한 RC보의 정량적인 부착강도 평가)

  • Yoon, Hye-Sun;Kim, Young-Sik;Yang, Wan-Su;Beak, Sung-Cheol;Kim, Kil-Hee
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.105-108
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    • 2008
  • Although the research of high strength materials is in process briskly in the inside and outside of the country, in south korea, the research of high strength materials is insufficiency. Generally shear resistance of RC beam is influenced dominantly by amount of shear-reinforcing bars($p_w$) and yied strength($f_{wy}$). Therefore, I come to the conclusion that if use shear reinforced bar with shear reinforced bar, it leads to decrease of the quantity of shear reinforced bar and effects on the security of shear-restraint force of member. This study experimented with not only the mixture of high strength-reinforced bar and U-shaped reinforcement normal strength -reinforced bar devises efficient improvement, but also it incites improvement of bond capacity and carries out an experimental study for improvement of member resisting force, finally it evaluates bond capacity quantitatively on the lines of main reinforcement the restraint method.

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THE EFFECTS OF SURFACE TREATMENT OF DENIAL NICKEL-CHROMIUM ALLOY ON TENSILE BOND STRENGTH (치과용 니켈-크롬합금에 대한 표면 처리가 인장접착강도에 미치는 영향)

  • Lee, Eun-Suk;Kwon, Oh-Won
    • The korean journal of orthodontics
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    • v.27 no.3 s.62
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    • pp.493-502
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    • 1997
  • This study was conducted to evaluate the tensile bond strength by bonding the dental bracket with Super-bond after treating the surface of dental Nickel-Chromium alloy with sandblasting, sandblasting & tin-plating, respectively, and tin-plating. 10 pieces of Nickel-Chromium alloys with brackets bonded with Super-bond without their surface treatment were sampled as a control group, 20 pieces of Nickel-Chromium alloy brackets bonded with Super-bond after treating them with sandblasting as group I, 20 pieces of Nickel-Chromium alloys tin-plated and bonded with Super-bond after sandblasting as group II, and then 20 pieces of alloys with brackets bonded with Super-bond after tin-plating as group III. The result of those examination and comparison is summarized as follows: 1. Group I showed the mean tensile bond strength of $14.41{\pm}2.24MPa$ which was highest among 4 groups, followed by group III($13.59{\pm}.51MPa$), group II($12.27{\pm}.45MPa$), and control group($10.50{\pm}1.57MPa$), respectively. However, it was shown that there was no statistically significant difference between group I and III, group III and II, and group II and control group(p>0.05). 2. The main failure pattern of those brackets showed that $70\%$ of the control group had an adhesive failure at the bracket-Superbond interface, and $30\%$ at the Nickel-Chromium alloy-Superbond interface, while other groups did the adhesive failure at the bracket-Superbond interface. 3. When examined under SEM, it was shown that adhesives were mostly attached to the surface of the Nickel-Chromium alloy for all groups while a considerable quantity of adhesives were attached to the bracket base. Then, those samples treated only with sandblasting showed the most even and remarkable roughness of their surface.

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Deposition of Amorphous Carbon Layer by PECVD (PECVD에 의한 비정질 탄소층 증착)

  • Jung, Ilhyun
    • Applied Chemistry for Engineering
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    • v.19 no.3
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    • pp.322-325
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    • 2008
  • 3,3-Dimethyl-1-butene ($C_6H_{12}$) monomer was deposited using a plasma-enhanced chemical vapor deposition (PECVD) instrument. The more the R.F. power/pressure ratio in FT-IR spectrum, the less the hydrogen quantity and the dangling bond in amorphous carbon films observed so that the mechanical property of the films are improved related to the density. Also, with the increase D peak in Raman spectrum is increased and the ring structure's films are produced. According to these results, hardness and modulus are 12 GPa and 85 GPa, respectively. The refractive index (n) and extinction coefficients (k) of the deposited films are increased with the increase in a power/pressure ratio.

Evaluation of Optimized Application Rate of Emulsified Asphalt using Uniaxial Compression Test and Regression Analysis (일축압축시험 및 회기분석을 통한 아스팔트 유제의 최적 적용량 평가)

  • Kim, Dowan;Mun, Sungho
    • International Journal of Highway Engineering
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    • v.19 no.2
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    • pp.97-102
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    • 2017
  • PURPOSES : Emulsified asphalt is critical for road construction. The objective of applying asphalt emulsion as an adhesive is to prevent the phenomenon of debonding between the upper and lower layers. The quantity and veriety of bituminous material can be varied according to the type of pavement and site conditions. The objective of this study is to reveal the optimum application rates of the emulsified asphalt materials by types of tack-coats using Interface Shear Strength(ISS). METHODS : In the research, emulsified asphalt was paved on the surface of the divided mixture. The specimens of paving asphalt emulsion were utilized to evaluate the bond strength of tack-coat materials. In the evaluation process, NCHRP Report 712 was utilized to investigate the Interface Shear Strength, which reflects the bond capacity of asphalt emulsion. Then, the optimum residual application rates by tack-coat types were determined using regression analysis. RESULTS :As a consequence of squared R values investigated from 0.7 to 1 as part of the regression analysis, the tendency of predicted ISS values was compared with the results. The optimum residual application rates of AP-3, RS(C)-4, QRS-4, and BD-Coat were determined to be $0.78{\ell}/m^2$, $0.51{\ell}/m^2$, $0.53{\ell}/m^2$, and $0.73{\ell}/m^2$, respectively, utilizing 4th regression analysis. CONCLUSIONS :Based on the result of this study, it was not feasible to conclude whether higher residual application of tack-coat material leads to improved bond capacity. Rather, the shearing strength varies depending on the type of pavement.

Evaluation of Grade of WA-Vitrified and Resinoid Bond Grinding Wheels by Acoustic Emission (AE에 의한 WA계 비트리파이드 및 레지노이드 결합제 연삭숫돌의 결합도 평가)

  • Joung, In-Kuen;Lim, Young-Ho;Kwon, Dong-Ho
    • Journal of the Korean Society for Precision Engineering
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    • v.12 no.9
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    • pp.74-85
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    • 1995
  • The purpose of this paper is to evaluate the grade of WA vitrified and resinoid bond grinding wheels by the sue of AE measuring system. When the manufactured 48 kinds of specimens were scratched by the method of OKOSHI'S grade test, the relationship between the amount of bit scratch depth of grinding wheel specimens and the character- istics of AE signals, and the relationship of AE counts and grade were considered as fololws; (1) The higher the grades are AE cumlulative event counts N and AE event count rate n, the smaller the values tend to be. But A $E_{rms}$is in reverse. (2) In the case of same grade, the smaller the grain size is, the higher the value of AE cumulative event counts N and A $E_{rms}$is results of comparison and observation. The grinding wheel with lower elasticity and with higher percentage of pore detected higher value of AE cumula- tive event counts N than with higher elasticity and lower percentage of pore. But A $E_{rms}$ is in reverse. (3) AE cumulative event counts N and bit scratch depth h have normally one to one correspondence. (4) It can be expected that quantitative evaluations of grade by using AE have been carried out by the wave observation of AE signal in line with the relationship between load speed of bit and AE cumulative event counts N & AE event count rate n.' AE event count rate n.ate n.

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