• 제목/요약/키워드: wet strength

검색결과 643건 처리시간 0.144초

골판고지 지료의 고해처리 및 고분자첨가제에 의한 압착탈수 특성변화 (Changes in Wet Pressing Response of OCC stock by the Beating Time and the Addition of Polymer Aids)

  • 성용주;이한바로;정웅기;정재권;최송규;임창국;권완오;서영범
    • 펄프종이기술
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    • 제43권2호
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    • pp.77-82
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    • 2011
  • The changes in the wet pressing response of old corrugated container(OCC) stock depending on the beating treatment and the addition of polymer aids were investigated with laboratory roll press instrument. Two types of polymer aids, such as high molecular weight polymer with low charge density and low molecular weight polymer with high charge density, were applied in this study. The more beaten OCC stock showed the lower dryness after wet pressing. The addition of polymer aids had great influences on the wet pressing efficiency and paper properties. The dryness after wet pressing was increased by the addition of polymer aids, but the pattern of changes in dryness were different depending on the type of polymer and the properties of stock. The higher molecular weight polymer aids showed the greater increase in the dryness. The properties of paper such as air permeability, bulk, formation, tensile strength were also greatly affected by the addition of polymer aids.

콘크리트 보수용 폴리머 복합재료의 기초적 성질 (Fundamental properties of polymer composite materials for concrete repair)

  • 지경용;연규석;이윤수;전철수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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    • pp.319-322
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    • 1999
  • The adhesion properties of polymer cement mortars for cement concrete repair were evaluated with respect to polymer-cement ratios and the surface conditions of cement concrete substrate. Styrene-butadiene rubber (SBR) was used as an additive for polymer cement mortars. The adhesion strength of cement mortar was smaller than that of polymer cement mortar. The adhesion strengths to the dry surfaces of substrate were larger than those to the wet surfaces, indicating that the dryness of substrate increased the adhesion strength in repairing concrete structures.

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셀룰로오스 에스테르화에 의한 종이의 강도변화 (Improvement of Physical Properties of Paper by Esterification of Cellulose)

  • 이명구;유재국
    • 펄프종이기술
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    • 제30권2호
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    • pp.55-61
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    • 1998
  • This treatment was applied to bleached softwood kraft pulp handsheets in an effort to improve physical strength of paper. Paper strength was improved by esterification of cellulose and polycarboxylic acid. Because hydrogen bond of carboxyl group is stronger than that of hydroxyl group, polycarboxylic acid forms stronger hydrogen bond than cellulose does. 1,2,3,4,-cyclopentanetetracarboxylic acid (CPTA) and sodium dihydrogen phosphate ($NaH_2O_4$) were used as polycarboxylic acid and catalyst, respectively This reaction was confirmed by the weight gain of the handsheets, by FTIR spectrum and by changes in mechanical properties of sheets. Wet tensile strength was improved when handsheets were treated with polycarboxylic acid. However, tear strength and burst strength decreased.

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이암지역에 근입된 PRD강관말뚝의 지지력 보강 (Reinforcement for Bearing Capacity of PRD Steel Pile at Mudstone Area)

  • 공진영;강희진;천병식
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.1760-1769
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    • 2007
  • The cut slope sliding which has been frequently encountered in Pohang area has been reported due to the rapid reduction of shear strength in mudstone after being exposed to the air. Mudstone has characteristics that it has high enough strength and stiffness in a dry condition, but the strength and stiffness decrease in a wet condition with groundwater infiltration. The case study in this paper shows that mudstone which had enough strength in a boring stage has lost the strength after installing PRD steel pipe pile inducing an insufficient bearing capacity, which has been ascertained by the static load test. Test construction has been performed to investigate the most favorable method for increasing a pile bearing capacity in mudstone with various methods such as MSG (Micro Silica Grouting) around the tip and side of a pile, the perimeter grouting combined with Micro pile reinforcement, and concrete filling after tip reinforcing grouting. From the test construction, MSG has been turned out to be the most favorable method for increasing a pile bearing capacity in mudstone, which has been confirmed by the static load test.

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고강도 시멘트 경화체의 특성에 미치는 혼합재의 영향 (Effect of Admixture on the Properties of High Strength Hardened Cement Paste)

  • 김정환;최상흘;한기성
    • 한국세라믹학회지
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    • 제27권4호
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    • pp.495-500
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    • 1990
  • Investigation for the preparation of high strength hardened cement paste using ordinary portland cement, hydroxypropyl methyl cellulose (HPMC) with admixtures was carried out. For molding of the specimen, the paste was mixed with 0.1 of water cement ratio by twin roll mill. The maximum flexural strength of dried hardened cement paste was about 600∼700kg/㎠. When the SiC was added to the paste, the dry flexural strength was about 920kg/㎠ and the young's modulus was 5.2×105kg/㎠. When the admixtures were added to the specimens, wet strength of the harened cement paste immersed in water was showed around 50∼100kg/㎠ higher than that of plain specimen. Consequently it is recognized the water stability of hardened cement paste was remarkably improved by adequate admixture.

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고로슬래그가 다량치환된 모르타르의 알칼리 처리에 의한 압축강도 회복 가능성 분석 (Fundamental Study on Compressive Strength Recovery for Excessive High-volume Blast Furnace Slag Mortar)

  • 최윤호;신세준;이영준;현승용;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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    • pp.103-104
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    • 2019
  • The aim of the research is assessing the possibility of recovering the compressive strength of the mortar mixture replaced excessively high volume of blast furnace slag accidently. As a result of the experiment, in the case of compressive strength, painting sodium oxide showed higher compressive strength recovery effect than painting calcium oxide. As a curing temperature, 20℃ showed advanced result rather than 65℃. From the wet curing, the reaction was confirmed, deeper penetration depth was checked at 20℃ than 60℃ temperature. Therefore for the concrete mixture with excessively high volume of blast furnace slag, it is considered that painting sodium hydroxide and curing 20℃ can recover the compressive strength effectively.

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전처리 목질계 충전제를 이용한 KOCC 수초지의 탈수속도와 물성 변화 (Study on Drainage and Physical Properties of KOCC Handsheet Containing Pretreated Wooden Fillers)

  • 채희재;박종문
    • 펄프종이기술
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    • 제43권3호
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    • pp.21-29
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    • 2011
  • Recently, the use of recycled fibers was increased in order to replace the virgin pulp for low production cost and forest conservation. However, the recycled fibers decreases drainage rate, papermaking efficiency and product quality by short fibers and low wettability because of hornification. To overcome the limitation of low drainage rate, the technology of organic fillers were applied. Wooden fillers gave high bulk and stiffness of paper, but they reduced the strength of paper. In order to improve strength properties 4 types of strength additives were added and analyzed. Cationic starch, branched strength additive, linear wet strength additive, and linear dry strength additive were used. The drainage rate and paper properties such as bulk, air permeability and tensile strength were measured. As results of analysis, addition of branch type of strength agent such as C-starch was effective than linear type of strength agent in the drainage rate. Nevertheless there was no effect on the drainage rate by adding the pretreated wooden fillers. By adding the pretreated wooden fillers, bulk, air permeability and tensile strength of handsheets were improved with low dosage than non-pretreated fillers.

전통한지를 활용한 패션 악세서리 상품개발 (제1보) -실리콘 수지로 처리된 한지의 물성변화- (A Study on the Fashion Accessary Product Development by Use of Korean Traditional Hanji (Part I) -Physical Properties of the Korean Traditional Paper(Hanji) Treated with Silcone resin-)

  • 김은아;유효선;김용숙
    • 한국의류학회지
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    • 제30권3호
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    • pp.481-486
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    • 2006
  • 한지를 의류용으로 사용하기 위한 시도들이 있었지만, 습윤상태에서 물리적 성질이 크게 감소한다는 문제점 때문에 많은 한계를 가지고 있었다. 따라서 한지의 습윤상태에서의 물리적 성질을 향상시키기 위해 내수성을 부여하고자, 실리콘 수지를 이용하여 한지에 발수가공을 행하였다. 패드-드라이-큐어 방법을 사용하여 처리하였고, 가공의 최적조건을 알아보기 위해 수지의 농도와 촉매의 농도, 큐어링 시간과 온도를 변화시켜 실험하였다. 한지의 발수도, 강연도, 방추도를 측정하였고, 습윤과 건조상태에서의 인장강도, 인열저항 마찰저항을 비교하였다. 그 결과 한지의 발수가공을 위한 최적처리조건은 실리콘 수지농도 40g/l, 촉매농도는 수지농도의 1/2인 20g/l, 큐어링 온도 160$^{circ}C$, 큐어링 시간 120초였다. 가공 후에도 한지의 유연성은 크게 저하되지 않았으며, 방추도는 약간 증가하였다. 가공 후, 건조상태에서의 인장강도, 인열저항은 큰 변화가 없었으나 내마모도는 증가하였고, 습윤상태에서의 인장강도, 인열저항, 내마모도 모두 증가하였다.

시멘트함량 및 다짐함수비가 Soil Cement의 압축강도에 미치는 영향에 관한 연구 (A Study on the Effects of Molding Water Content and Cement Content on Unconfined Compressive Strength of Soil Cement Mixtures)

  • 김재영;강예묵
    • 한국농공학회지
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    • 제17권1호
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    • pp.3685-3701
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    • 1975
  • This study was conducted to investigate the strength of soil cements for varied molding water content and cement content(3,6,9,12%) in four cementstabilized soils(KY: sand, MH: sad, SS: sandy loam, JJ: loam). The eoperimental results obtainedfrom unconfined compressive strength tests are asfollows: 1. The optimum moisture content increased in accordance with the increase of the cement while maximum dry density didn't change uniformly. 2. The moisture content for maximum strength was higher than the optimum moisture content in the higher cement content. Moisture-density curves showed a dull peak in the higher cement contents, on the other hand, a sharp peak in the lower cement contents. 3. In molding the specimen with the approximate optimum moisture content, the maximum strength showed at the wet side of the optimum moisture content. 4. SS and JJ maybe used as cement-stabilized base of road to require 300PSI of compressive strength cured seven days, but MH and KY may be not adequate. 5. In soil cement, the better the grain size distribution was, the stronger the compressive strength was itn general. 6. The relation between 28-day strengh and 7-day strength in the cementstabilized four soils may be expressed as follows: q28=1.55q7+1.5 in which q28:28-day strength. q7:7-day strength.

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탄소나노튜브로 보강된 탄소섬유복합재의 제조공정과 층간전단강도 (Processing - Interlaminar Shear Strength Relationship of Carbon Fiber Composites Reinforced with Carbon Nanotubes)

  • 김한상
    • Composites Research
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    • 제24권5호
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    • pp.34-38
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    • 2011
  • 탄소나노튜브가 발견된 이후로, 고분자 수지의 기계적, 전기적 물성을 증대시키는 보강재로서 많은 연구가 수행되어 왔다. 더 나아가, 탄소나뉴튜브를 탄소섬유복합재 (CFRP)의 기지가 되는 수지를 보강시키는 데 이용하는 연구도 최근 활발해지고 있는 추세이다. 단일벽탄소나노튜브가 각각 0.2 %, 0.5 %의 중량비로 에폭시 수지에 먼저 분산, 혼합되었다. 이 혼합액을 CFRP를 제작하는데 주로 쓰이는 방법 중 하나인 진공 수지 충전 공정법 (vacuum assisted resin transfer molding, VARTM)으로 탄소섬유 프리폼에 주입하는 방법과 습식 현장 적층법 (wet lay-up)의 두가지 다른 방법으로 복합재를 제작 하였다. 각각의 제작된 시편에 대하여, 층간전단강도 (interlaminar shear strength, ILSS)를 측정하여, 층간전단강도와 공정의 상관관계, 탄소나노튜브의 보강효과에 대하여 조사했다. 탄소나노튜브/에폭시 복합재의 경우 기계적 물성의 향상을 가져왔으나 이를 기지재로 사용한 탄소섬유복합재의 층간전단강도는 특히 VARTM 공정의 경우, 탄소나노튜브의 첨가에 따른 수지의 점도 증가로 인한 공정상의 문제로 기대만큼의 물성향상을 가져오지는 못한 것을 확인하였다.