• Title/Summary/Keyword: Non-hydration

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Effects of Cloud Point of Non-ionic Surfactant on Deinking Efficiency of ONP at High Blending Ratio of OMG (비이온성 계면활성제의 운점이 OMG 배합비가 증가된 폐 신문지 탈묵효율에 미치는 영향)

  • Lee, Tai Ju;Seo, Jin Ho;Ryu, Jeong Yong
    • Journal of Korea Technical Association of The Pulp and Paper Industry
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    • v.47 no.6
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    • pp.164-169
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    • 2015
  • Nowadays blending ratio of OMG (old magazine) in recovered paper used for manufacturing newspaper have been increased. When large amount of OMG is consumed in newsprint mill, brightness can be improved by inorganic pigments of coating layer. On the other hand decrease in yield of deinking process will be encountered because the pigments can be removed as reject of froth flotation process. Therefore selection of the optimal deinking agent is an important. Non-ionic surfactant have been used widely in newsprint mill. Non-ionic surfactant has amphoteric characteristics. Hydrophilic group is ethylene and propylene oxide that can induce hydrogen bonding with water molecules. In this regard, cloud point is an important parameter in order to control efficiency of deinking process because hydration of the hydrophobic group can be varied according to temperature of a system. In this study, deinking properties of ONP at high blending ratio of OMG was analyzed according to cloud points of non-ionic surfactants. $L^*$, $a^*$, $b^*$, brightness and effective residual ink concentration did not affected by the change of cloud points. Especially, flotation reject decreased significantly according to increase in cloud point of the non-ionic surfactant. Consequently, when a nonionic surfactant having a cloud point higher than the temperature of the system is used, properties of the deinked pulp can be maintained and yield of deinking process can be improved.

Evaluation of Thermal Characteristics in Association with Cement Types in Massive Concrete Structure (매스콘크리트 구조물에서의 시멘트 종류별 수화발열 특성 평가)

  • 김상철;강석화;김진근
    • Journal of the Korea Concrete Institute
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    • v.11 no.6
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    • pp.3-12
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    • 1999
  • The larger, loftier and more highly strengthened the recent structures become, the greater attention is paid to the problem of thermal crack occurrence associate with hydration heat. As one of methods to solve the problem, a care has been taken to the improvement of construction such as the application of pre-cooling or pipe-cooling, adjustment of concrete block size, concrete placement timing, joint arrangement and so on. But it is expected that a proper selection of cement shall additionally contribute to the control of thermal cracks. In this study, thus, we selected 4 types of cements such as Type V for anti-sulphate, blast furnace cements (slag content of 45% and 65% respectively)and ternary blended low heat cement, and carried out mock-up tests. In every assigned time, temperatures and thermal stresses were measured and calculated from raw data. As a result of measurement, it was found that the magnitude of hydration heat is in order of blast furnace slag cement. Type V and ternary blended low heat cement. Results of thermal stresses were same as the order of temperature. In addition, thermal stresses calculated from the data of strain gauges showed almost similar to those measured from effective stress gauges only when strain values were adjusted properly in accordance with initial time of stress appearance. Theoretical results agreed well with the measured values comparatively, but showed slight differences. It is inferred that these differences shall be reduced if more tests capable of evaluating thermal characteristics of concrete are carried out.

A Study on the Evaluation of Thermal Stress of Massive Concrete Structure (매스콘크리트구조물의 온도응력평가에 관한 연구)

  • 강석화;정철헌;정한중;이용호;박칠림
    • Magazine of the Korea Concrete Institute
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    • v.7 no.2
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    • pp.126-135
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    • 1995
  • Thermal cracks are occured when thermal stress due to the hydration of cement exceeds the tens~le strength of concrete. Since crackmg causes poor durability of concrete, the effect of ther ma1 cracking should be includod for the design and construction of massive concrete structures. In this study, an experiment is performed for the investigation of time dependent thermal stress history. In order to evaluate thermal stress. two methods are employed. One 1s the evaluation method of thermal stress based on the measurement from embedment stram gauge with non-stress strain gauge and the other 1s based on the measurement from concrete stress gauge. As a result of this study, the value corrected by the former shows good agreement with the latter. The validity of the proposed method for the evaluation of thermal stress 1s explored.

Serum Osmolality and Its Association with Health-Related Factors and Biochemical Parameters in the Elderly (노인의 혈청 삼투압과 건강관련 요인, 생화학적 변수들과의 상관성)

  • 한경희
    • Korean Journal of Community Nutrition
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    • v.6 no.1
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    • pp.76-83
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    • 2001
  • This study was designed to determine serum osmolality and to investigate the association among serum osmolality, health-related factors and biochemical indices. Two hundred thirty seven elderly(86 male, 151 female : mean age 73.8) residing in the chungbuk area participated. Sociodemographic data and self-perceived health status were obtained by interview, and biochemical parameters were measured. The mean serum osmolaity was 301.2$\pm$10.1 mOsm/kg(range 240.8~328.9 mOsm/kg) and serum osmolality of the females(302.4 mOsm/kg) was significantly(p<0.05) higher than that of the males(299.0 mOsm/kg). Only 11.0% of the elderly were within the accepted normal range(280~295 mOsm/kg) and the majority of the subjects were in a hyperosmolar state(60.8% : 296~307 mOsm/kg). It was observed that serum osmolality was reduced with increasing age but not statistically significant. There was no significant difference in serum osmolality according to marital status. Serum osmolality was significantly lower(p<0.05) in the elderly with higher self-perceived health scores than the elderly with lower self-perceived health scores, however no significant difference was observed between the presence or absence of disease. Serum osmolality tended to be higher(p=0.06) in the elderly with difficulty in mobility than the elderly who have no problem in mobility. Serum osmolality tended to be higher(p=0.06) among drug users compared to that of non-users. There was a significant association between serum osmolality and serum albumin in females but not in males. Significant associations were shown between serum osmolality and serum transferrin in both sexes. However, there was no significant correlation between serum osmolality and hemoglobin or hematocrit except with hematocrit in females only. The results of this study indicated that the elderly were dehydrated and hydration state seems to influence health status and, the elderly should be encouraged to drink an adequate amount of fluids. Also, the hydration state is required to be assessed and considered for the interpretation of biochemical parameters.

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Effects of Osmotic and Non-Osmotic Priming Methods for Enhancing Germination of Pepper Seed

  • Kim, Min Geun;Kang, Won Sik;Kim, Du Hyun
    • Proceedings of the Plant Resources Society of Korea Conference
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    • 2018.10a
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    • pp.87-87
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    • 2018
  • This study was conducted to investigate the effects of osmotic priming, liquid smoke (LS), sonication and modified drum priming treatments to improve the germination speed and uniformity of pepper seeds for high quality export seeds. Seeds were treated in 0.5, 1.0, 5.0, 10% LS solution only or with 100mM $K_2SO_4$ solution for 6days at $15^{\circ}C$. Sonication treatment was performed for 5, 10, and 20 minutes at an intensity of 5.2, 10.4, 15.7, 21.0, 26.1kHz in water at $15^{\circ}C$. After sonication treatment, seeds were primed with water or 100mM $K_2SO_4$ for 4days. 40, 50 and 60% seed moisture content (SMC) of hydrated seeds were incubated for 84, 96 and 108h in a container with a relative humidity of 99% at 26rpm for a modified drum priming treatments. 0.5% LS treatment with water or 100mM $K_2SO_4$ priming showed significant effects with 71% GP (9.0days MGT) and 66% GP (7.4days MGT), respective, while untreated seeds resulted in only 61% GP and 10days MGT. The healthy seed % was increased by 24% by $K_2SO_4$ priming with LS treatment compared to untreated seeds. However, sonication treatment showed less germination or no difference compared to untreated seed, regardless of intensity and treatment time. The modified drum priming treatment (108h incubation after 50% SMC hydration) significantly improved the GP (on the $4^{th}$days after sowing), germination rate (GR), and MGT to 65%, $28%{\cdot}day^{-1}$, and 3.6days, whereas untreated seed resulted only 7% GP, $17%{\cdot}day^{-1}$ GR and 5.9days MGT. Thus, modified drum priming treatment effectively improved seed germination and is considered as an industrially promising treatment methods considering the shortening of the treatment period and environment-friendly aspects.

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Material Properties and Shrinkage Crack Resistance of Concrete Produced with Fluorine-Silicate Hybrid Type Crack Reducing Agent (불소-실리카 복합형 균열저감제가 첨가된 콘크리트의 재료 특성과 수축균열 저항성)

  • Lee, Man-Ik;Park, Jong-Hwa;Nam, Jae-Hyun;Kim, Do-Su;Kim, Jae-On
    • Journal of the Korea Concrete Institute
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    • v.18 no.4 s.94
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    • pp.553-558
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    • 2006
  • In this study, fluorine-silicate hybrid type crack reducing agent(FS) consisted of fluorine and silicate compounds applied to concrete mix(specification : 25-30-18) between 0.5% and 2.0% at intervals of 0.5% based on cement weight. Experiments for material properties of concrete such as slump, air content and bleeding with elapsed time were performed. Experiment and elucidation for shrinkage crack resistance as well as adiabatic hydration temperature were also carried out. It was appeared that FS addition contributed to lower bleeding and hydration temperature without disturbance of fresh properties of concrete such as slump and air content compared to non-added concrete. Especially, shrinkage crack resistance of concrete resulted from plastic and drying shrinkage could be effectively reduced by the addition of FS ranging from 1.0% to 1.5%.

Formation Behavior of Microporous Ettringite Body by Hydration of Tricalciumaluminate Clinker and Gypsum (알루민산삼칼슘 클링커와 석고의 수화에 의한 에트린자이트 미세다공체 생성거동)

  • Na, Hyeon-Yeop;Song, Tae-Woong
    • Journal of the Korean Ceramic Society
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    • v.45 no.11
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    • pp.734-738
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    • 2008
  • Ettringite$(3CaO{\cdot}Al_2O_3{\cdot}3CaSO_4{\cdot}32H_2O)$, one of the hydrated phase of Portland cement is usually formed in the early stage of hydration by the reaction of tricalciumaluminate$(C_3A)$ and gypsum. The rapid and strong crystal growth of separated rod-shaped ettringite have been utilized for the preparation of special cements of rapid setting, high strength and non-shrinking properties. The ettringite also has been noticed as a promising materials for the immobilization of various waste ions because of its unique crystal structure which has abundant channels and exchangeable ionic compounds. In this study, the formation and growth behavior of the ettringite was investigated in the system $C_3A-CaSO_4-H_2O$ using $C_3A$ clinker and gypsum to obtain a microporous body for waste ion immobilization. Ettringite was revealed to form by the dissolution-precipitation mechanism and the bulk body was by the entangled growth of rod-shaped ettringite crystals. The hardened body was composed of nearly pure rod-shaped ettringite interlocked each other with adequate mechanical strength. The homogeneity of structure, pore size, specific surface area and porosity of the hardened body were influenced by reaction temperature, water/powder ratio and the curing time. The hardened body prepared with water/powder ratio of 1 at $24^{\circ}C$ for one day showed excellent morphological properties for the purposed materials.

Study on the Properties of Field Applied Non-Curing Concrete in Winter Season (동절기 무양생 콘크리트의 현장적용 성능 평가에 관한 연구)

  • Yoo, Jo-Hyeong;Kim, Woo-Jae;Hong, Seok-Beom;Kim, Hyeong-Cheol;Lee, Han-Seung
    • Journal of the Korea Institute of Building Construction
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    • v.16 no.5
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    • pp.413-419
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    • 2016
  • In the cold-weathering concrete construction, it is important to ensure stable strength development of concrete in a low temperature environment. In this study, Non-curing cement(NCC) using the classified high fineness cement and self-heating powder was investigated for stable strength development without curing in a low temperature environment (less than $0^{\circ}C$). The actual size Mock-Up tests by various cement type and curing condition are performed to evaluate the strength development and hydration heat of concrete.

Strength Properties of Non-cement Matrix by Using Recycled Aggregates and Sludge from Ready-Mixed Concrete (레미콘의 슬러지 고형분과 회수골재를 사용한 무시멘트 경화체의 강도특성)

  • Ryu, Dong-Woo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.4
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    • pp.477-482
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    • 2016
  • This study investigates the expressions characteristics of compression strength depending on the condition of fresh concrete and cured concrete by producing Non-cement mortar and concrete only with solidified sludge in the dehydrated cake form, recycled concrete and premixed materials(BS, FA) in order to actively use remicon recycling water as resources, rather than as construction waste material. After treating wastewater of pH 12.5 or more with alkali activator and after promoting BS hydration reaction, the amount of BS inflow was found to be increased and compression strength was increased accordingly: these results coincide with the analysis results of TG-DTA and SEM.

Clinical improvement of amino propane sulfonic acid and it's quantitative measurement with a new opticoprofilometry (Amino propane sulfonic acid의 임상적 개선효과 및 새로운 opticoprofilometry 방법에 의한 정량분석)

  • 선보경;이해광
    • Journal of the Society of Cosmetic Scientists of Korea
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    • v.21 no.1
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    • pp.1-18
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    • 1995
  • We had tested the effect of amino propane sulfonic acid(APSA) on the human skin with non-invasive technique. It was tested with four parameters that were hydration, elasticity, color and skin wrinkles. In vitro culture systems, APSA stimulated the proliferation of fibroblasts bolt it didn't stimulate that of keratinocyte. Also we obtained the similar effects in the raft culture method. So we concluded that APSA affected the dermal region than the epidermal region. In clinical tests, APSA changed the skin color, pbiomechanical properties(especially elasticity) and reduced skin wrinkles of the volunteers. And we could get the better results of skin wrinkle improvement by use of Skin Visiometer than Silflo Image analysis systems.

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