• Title/Summary/Keyword: preventing penetration

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Inhibitory Activity of Pesticide-preventing Active Carbon Fiber Mask on the Penetration of Pesticide and its Inhibitory Effect on Acute Inhalation Toxicity in Rats (탄소섬유 방제 마스크의 농약차단효과 및 흰쥐의 급성 흡입독성 예방효과)

  • Kim, Chang-Jong;Choi, Hyun-Ho;Shim, Sang-Soo;Shin, Hwa-Woo
    • YAKHAK HOEJI
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    • v.42 no.4
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    • pp.447-458
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    • 1998
  • Inhibitory activity of pesticide-preventing active carbon fiber mask on the penetrations in pesticide spray and its inhibitory effect on acute inhalation toxicity in rats were s tudied. Pesticides were sprayed into box ($1.O{\times}1.2{\tmies}O.6\;m$) at a dose of 20ml/min of diazinon ($Diatone^{TM}$) suspension (340ppm) and 5g/min of BPMC powder (2.0%) for 4 hours, and then captured the penetrated pesticides into water via mask in box under 8l/sec suction. The pesticides were analysed by A.O.A.C. method and GC/MS. Pesticide-preventing active carbon fiber mask significantly inhibited the penetration of diazinon by 93.4% as compared with control, and cotton mask and pesticide-preventing mask did it by 74.2% and 83.7%,respectively. This result shows that pesticide-preventing active carbon fiber mask has the most prominent inhibitory effect in preventing the penetration of diazinone. In the penetration of BPMC, all of three masks, such as active carbon fiber mask, cotton mask and pesticide-preventing mask, have a similar inhibitory effect, which were 99.3%, 98.6% and 97.0%, respectively. The penetrated pesticides via pesticide-preventmg active carbon fiber mask did not exert acute inhalation toxicity.

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Evaluation of Applicability of penetrating-type Nano-Coat for Preventing Deterioration of Concrete (침투형 Nano-Coat를 이용한 콘크리트 열화 방지 적용성 평가)

  • Lee, Jun Hee;Kim, Jo Soon;Sim, Yang Mo;Lee, Seung Woo
    • International Journal of Highway Engineering
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    • v.19 no.2
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    • pp.7-15
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    • 2017
  • PURPOSES : Infiltration of moisture, polluted material, and deicer into concrete, accompanied by freeze and thaw can cause significant deterioration of concrete pavement. In order to protect concrete from deterioration, it is necessary to prevent the infiltration of these concrete external materials. The moisture-repellent agent, which is a surface treatment and maintenance material added to concrete structures to render them water resistant, has advantages such as prevention of water infiltration and security against air permeation. Nano-coat, which is referred to as silicon hydride, is typically used as a moisture-repellent agent. Therefore, in this study, an attempt is made to use penetration-type Nano-coat as an alternative in order to evaluate its applicability through environmental resistance tests. METHODS : This study aimed to evaluate the applicability of penetration-type Nano-coat, which can provide water repellency to concrete, in concrete pavements, through various environmental resistance tests such as freezing and thawing resistance, chloride ion penetration resistance, and surface scaling resistance tests. The applicability of penetration-type Nano-coat was demonstrated based on the specification of KS F 2711, KS F 2456, and ASTM C 672. RESULTS :In the case of penetration-type Nano-coat applied on sound concrete, an increase in concrete durability was demonstrated by the negligible chloride ion penetrability and the absence of scaling, as revealed by visual observation of the surface, after 50 cycles of scaling resistance test. In addition, test result of the application of penetration-type Nano-coat on deteriorated concrete established that concrete surface pretreated by grinding provided improved durability than non-treated concrete. CONCLUSIONS :This study indicates that penetration-type Nano-coat is applicable as an effective alternative, to increase the durability of concrete structures. In addition, it was known that pretreatment of deteriorated concrete surface, such as grinding, is required to improve the long-term performance of concrete pavement.

Development of the Preventing Aging Technology Using Silicate Type Penetration Reinforcing Agent (실리케이트계열의 표면침투보강재를 이용한 열화방지기술개발)

  • Kim, Do-Gyeum;Cho, Myeng-Suk;Song, Young-Chul;Ryu, Gum-Sung
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05b
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    • pp.313-316
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    • 2006
  • The most serious cause of deterioration in the concrete structures is reinforcing corrosion due to the chloride attack and carbonation. Therefore, it is needed to protect durability and performance according to the appropriate materials and methods in the concrete structures. In general, several types of polymer and silicate are used as protecting deterioration agents of concrete structures, but these agents have many problems because of low durability and properties. The object of this study is to develop a preventing aging technology. The work involves the development of silicate type penetration reinforcing agent.

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Development of GMAW Process with Twin Torch for Wide Overlay using Compound Filler Plate (분말 용가재판을 사용한 광폭 오버레이용 트윈토치 GMAW 공정개발)

  • Hwang, Kyu-Min;Kim, Sung-Deok;Jung, Byung-Ho;Cho, Sang-Myung
    • Journal of Welding and Joining
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    • v.26 no.4
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    • pp.44-49
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    • 2008
  • Generally, wear plate is steel plate having improved surface contact strength and impact strength by surface hardening which is welded using materials with good corrosion resistance, wear resistance and thermal resistance property. CFP GMAW(Compound Filler Plate Gas Metal Arc Welding) is the cladding method using GMAW with the CFP, which is bound with waterglass, on the substrate. It has advantages of reducing compound powder loss, uniform penetration, and preventing hardness decrease. To develope mass production technique of CFP GMAW process for production of high quality wear plate, the method for controling shallow penetration and increasing productivity is required. In this study, twin torch method applied to CFP GMAW process for increasing productivity. And the method was developed by controling penetration control, CFP dry time, gas formation flux and water glass concentration. As a result, applying twin torch method to CFP GMAW process was possible and high quality wide bead could be made without overlap joint.

A Study on the Chloride Ion Diffusion Coefficient of Concrete by Submergence in Salt Water (침적시험에 의한 콘크리트의 염소이온 확산계수 평가)

  • 김동석;양승규;정연식;유재상;이종열;본간건일
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.11a
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    • pp.297-300
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    • 2003
  • A chloride is an important deteriorating factor which governs the durability of the reinforced-concrete structures under marine environments. Also, the main penetration mechanism of chloride ion into concrete is a diffusion phenomenon. In this study, It is evaluated the diffusion coefficient of chloride ion in non-steady state by Fick's second law. Submergence method in salt water carried out in this experiment. Two types of cement which is different in mineral composition were used. In addition, the effect of mineral admixtures of blast-furnace slag and meta-kaolin was studied. In conclusion, the diffusion coefficient of chloride ion is much affected according to cement type and mineral admixtures, also, it is proved that meta-kaolin as well as blast-furnace slag is effective in preventing penetration of chloride ion.

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A Study for Mitigating Residual Stress in CRDM Penetration Nozzle Weld (제어봉구동장치 관통노즐 용접부의 잔류응력 완화를 위한 연구)

  • Lee, Seung-Gun;Kim, Jong-Sung;Jin, Tae-Eun
    • Proceedings of the KSME Conference
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    • 2004.04a
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    • pp.90-95
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    • 2004
  • In this study, we proposed new method to mitigate tensile welding residual stress for preventing PWSCC in CRDM nozzle. Residual stress analysis using finite element method is performed to confirm benefit of the new method. In case of applying existing method, tensile axial residual stress decrease by about 28% and tensile hoop residual stress decrease by about 33%. In case of applying the new method, tensile axial residual stress decrease by about 32% and tensile hoop residual stress decrease by about 43%. Therefore, we conclude the new proposed method is more effective to prevent PWSCC than existing method.

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Performance Evaluation of a Connection Joint using a High-Ductility Concrete (고인성 콘크리트를 사용한 연결조인트의 성능평가)

  • Kim, Byeong-Ki;Kim, Jae Hwan;Yang, Il-Seung;Lee, Sang-Soo
    • Journal of the Korea Institute of Building Construction
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    • v.15 no.2
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    • pp.185-192
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    • 2015
  • Expansion joint is the essential element of the bridge in many cases. When the bridge faces chloride of preventing freezing on the surface of the bridge, the expansion joints is damaged significantly, thus this reduces service life and increases maintenance cost of the bridge. As a solution of this problem, new technology using high ductile materials for the joint without expansion joint was developed and in this research, crack control performance, preventing leaking after the cracking, and chloride resistance were experimentally evaluated. As a result of the experiment, with PCM and FRC materials, the connecting joint suffered poor crack dispersion and severe damage by the chloride penetration while with high-ductile material, the connecting joint dispersed the tensile deformation to microcracks stably up to 7.5mm. Furthermore, under the sever conditions, the leaking was prevented and penetration of chloride ions was prevented after the crack occurred.

An Analysis Affecting Commercial Use Penetration within Single-detached Residential Units in the Residential Development Complexes : Focused on Cheong-ju Cases (택지개발지구 단독주택용지내 상업용도 침투의 영향요소 분석 : 청주시 사례를 중심으로)

  • Song, Sun-Gi;Jung, Yun-Kwang;Hwang, Hee-Yun
    • Journal of the Korean association of regional geographers
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    • v.16 no.1
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    • pp.34-47
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    • 2010
  • The purpose of this study is to investigate the actual condition of commercial use of housing site in residential development complexes, and to derive effective future development plan by analyzing the influence of penetrating factors of commercial use. The foJlowing are the results of the analysis. First, characteristics of roads showed that the wider the widths of roads adjoining individual lots have more influences on commercial use penetration. This means that non-residential facilities tend to be located on regions where frequencies of uses are high, preferring regions having good transportation accessibility. Second, characteristics of adjacent usage showed that the distances of common housing, neighborhood facilities, schools to single-detached residential units acted as a factor for higher penetration ratio of commercial use when they were closer.ors an opposite, it showed as distances to parks were further, the penetration ratio were higher. This can be inferred that the condition of detached houses located closer to parks have pleasure environment, and act as a factor preventing commercial use penetration. Third, the official land price presents as a form of quality, as the analysis showed that the higher official land price, the more it acts as a factor increasing the penetration ratio of commercial use.

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The solution for preventing the expansion of cable joint caused by methane($CH_4$) gas to Water proof type of power cable (도체 수밀형 전력케이블의 가교잔사 가스에 의한 직선접속재 부풀음 현상 방지 대책)

  • Kim, Jong-Won;Lee, Ki-Soo;Paek, Heum-Soo;Choi, Bong-Nam;Park, Hee-Cheol
    • Proceedings of the KIEE Conference
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    • 2000.07c
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    • pp.2020-2022
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    • 2000
  • The cross-linked polyethylene(herein after XLPE) insulated power cable emit the methane($CH_4$)gas in the course of chemical cross-linking process. The general stranded conductor easily discharge this methane gas through the gap of each stranded wires. But the special stranded conductor that filled with semi-conducting rubber compound to prevent water penetration which is applied to water proof type of cable(22.9kV CN/CV-W), disturb the methane gas emission. The pre-mold type cable joint shall be expanded gradually by emit of gas left in XLPE insulation. For example, sometimes the corona problem outbreak on a new power distribution line, resulted from the gap between the sleeve and semi-conductive layer of cable joint. If above mentioned problem especially happened on the way of operating. We have to shut down the line and try to discharge the methane gas in cable joint. In this point, we would like to explain the mechanism of methane gas & cable joint and our test result briefly. At last, we are pleased to introduce the solution for preventing reoccurrence of this problem.

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Influence of Tree Thinning on Vegetative Growth, Yield and Fruit Quality of 'Fuji'/M.9 Apple Trees in the High Density Orchard (고밀식 사과원에서의 간벌이 '후지'/M.9 사과나무의 영양생장, 생산량 및 과실품질에 미치는 영향)

  • Hun-Joong Kweon;Dong-Hoon Sagong
    • Korean Journal of Environmental Agriculture
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    • v.42 no.2
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    • pp.104-111
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    • 2023
  • As apple trees mature, it is important to maintain good light distribution within the canopy to produce marketable fruits. Tree thinning is the selective removal of a proportion of trees growing in the orchard to provide more growing space and a good light environment for the remaining trees. This study was conducted over 3 years (14-16 years after planting) to investigate the influence of tree thinning on vegetative growth, yield, fruit quality, and blooming in the 14 years old slender spindle 'Fuji'/M.9 apple trees planted with the tree space of 3.2×1.2 m. The trees were placed in a control group (no thinning; 260 trees per 10 a) or a tree thinning group (thinned 50% of the control; 130 trees per 10 a). The tree thinning successfully improved light penetration, yield per tree, fruit red color, and yield efficiency for 3 years, and the tree thinning controlled the occurrence of biennial bearing. However, tree thinning significantly decreased accumulated yield per 10 a compared with the control. The vegetative growth, yield per tree, soluble solid contents, and blooming were not clear by the occurrence of biennial bearing in the control. These results indicated that tree thinning was a good method for improving light penetration and preventing biennial bearing in the old 'Fuji'/M.9 high-density apple orchards.