• Bulletin of the Korean Chemical Society
• /
• 제28권3호
• /
• pp.451-456
• /
• 2007

Tetraazamacrocyclic ion exchangers tethered to Merrifield peptide resin (DTDM, TTTM) were prepared and the ion exchange capacity of these was characterized. The isotope separation of lithium was determined using breakthrough method of column chromatography. The isotope separation coefficient was strongly dependent on the ligand structure by Glueckauf's theory. We found that the isotope separation coefficients were increased as the values of distribution coefficients were increased. In this experiment the lighter isotope, 6Li was enriched in the resin phase, while the heavier isotope, 7Li in the solution phase. The ion radius of lighter isotope, 6Li was shorter than the heavier isotope, 7Li. The hydration number of lithium ion with the same charge became small as mass number was decreased. Because 6Li was more strongly retained in the resin than 7Li, the isotopes of lithium were separated with subsequent enrichment in the resin phase.

• 방사선산업학회지
• /
• 제5권2호
• /
• pp.151-157
• /
• 2011

Crosslinked SPEEK/PVDF membrane were prepared by EB radiation method with various contents of PVDF. The prepared membranes were subjected to a comparative study of proton exchange membranes for fuel cell appreciations. The crosslinked SPEEK/PVDF membranes were characterized by using DMA, DSC and SAXS. The DMA data indicate that the ionic modulus values and cluster $T_g$ decrease with increasing PVDF content. Thus, it was suggested that the number of clustering in the crosslinked membranes can be reduced with increasing PVDF content. The DSC results were shown that the degree of crystalline of the membrane increased with increasing PVDF content. The morphology of the crosslinkied membranes was shown that with increasing PVDF content, the number of crystalline domain of the SPEEK/PVDF membranes increased but ionic aggregation of the membranes decreased. The water uptake behavior, ionic exchange capacity (IEC) and proton conductivity were decreased with increasing PVDF content. The overall findings suggest that the crosslinked membranes offer the possibility for improving the performance of PEMFC, provided that the membranes have thermal and hydration stability.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1995년도 봄 학술발표회 논문집
• /
• pp.201-206
• /
• 1995

This paper presents the experimental study on crack control of core-wall placed with 700kg/$\textrm{cm}^2$ Ultra high strength concrete. The thermal sensors were installed into the core-walls prior to the concrete casting to measure the heat of hydration and atmospheric temperature whose difference might cause the initial crack. Several curing schemes were taken for each basement floor 8 thru 6 to examine the influence of curing method on the crack width, total crack length and the number of crack occurred. This paper demonstrates that the proper curing scheme have a great favorable effect on the initial crack control on the structural elements with noticiable reduction in crack width.

• Advances in nano research
• /
• 제16권5호
• /
• pp.435-444
• /
• 2024

Microscopic defects within the microstructure of hardened cement paste are the main source of weakness in concrete. As a solution, nano-graphene oxide (GO) can be employed to improve the cement paste microstructure. However, there is a number of disadvantages, e.g., fluidity reduction and non-uniform dispersion. The present study sought to modify GO by fabricating a copolymer (PSGO) in a novel process to exploit the advantages of nano-GO while minimizing its disadvantages. Using 0.03wt% copolymerled to 38.8% higher tensile strength, 29.3% higher compressive strength and 25% higher workability. The SEM images revealed that GO and modified GO enhanced concrete by secondary hydration and bonding with C-S-H, creating a firm, integrated, and foil-like structure, and reducing the crack size and depth.

• 공업화학
• /
• 제8권6호
• /
• pp.914-919
• /
• 1997

본 연구에서는 Bratsch의 전기음성도 동등화 원리를 바탕으로 Pauling의 전기음성도 파라미터를 이용하여 음이온과 비이온 계면활성제의 전기음성도 동등화 및 그룹 전기음성도와 그룹 부분전하를 계산하여 계면활성제의 친수성기와 소수성기의 그룹 부분전하, 전기음성도와 CMC에 대한 특성을 조사하였다. 그 결과 계면활성제의 CMC는 친수성기와 소수성기의 그룹 부분전하와 그룹 전기음성도에 의존한다는 것을 알 수 있었다. 음이온 계면활성제인 경우 소수성기의 탄소수가 증가함에 따라 소수성기에도 음의 부분전하가 비편재화되어 전기음성도가 매우 큰 친수성 그룹의 음의 부분전하가 감소하여 친수성기간의 반발력이 상대적으로 줄어들기 때문에 CMC가 낮아짐을 알수 있다. 비이온 계면활성제의 경우에 소수성기의 탄소수가 증가하면 소수성기에서의 부분전하가 증가하게되며, 전기음성도의 증가가 친수성기의 전기음성도를 감소시켜 CMC가 낮아짐을 알수 있다. 그러나 친수성기의 반복단위가 증가하면 친수성기의 음의 부분전하가 증가하게 되고 따라서 수화능이 증가하기 때문에 계면활성제는 미셀로 존재하기 보다는 물속에 수화되기 때문에 CMC는 증가하게 된다.

• 대한화학회지
• /
• 제37권3호
• /
• pp.302-308
• /
• 1993

Calcium-palmitate의 단분자막을 압전수정결정 위에 Langmuir-Blodgett(LB) 기법으로 적층시켜 수정판의 진동수 변화로부터 LB막의 적층수를 평가할 수 있었다. 바탕용액에 Ca$^{2+}C$ 이온을 포함하는 palmitic acid(PA) 단분자막으로부터 이전 및 적층된 LB막 물질을 적외선 분광분석을 한 결과 1704 cm$^{-1}C$에서 갈라진 흡수띠가 나타나는 것으로 보아 calcium palmitate가 형성되었음을 알 수 있었다. 1580cm$^{-1}C$과 1540cm$^{-1}C$의 두 흡수띠는 각각 calcium carboxylate기의 비대칭 신축진동과 carboxylate가 수화되어 대칭강하된 것으로 확인되었다$^1$. 이사실은 X-선 회절분석에 의해서도 확인되었다. 23$^{\circ}C$ 물 속에서 LB막의 팽윤거동을 LB막이 적층된 수정진동판의 진동수 변화로부터 관측되었다. Calcium palitate LB막은 충분히 팽윤이 되었으나 hexadecanol LB막은 거의 팽윤이 되지 않았다. Calcium palmitate LB막 팽창량은 무게비로 건조 LB막의 47${\%}$였으며 calcium palmitate 단위 분자당 7개의 물분자가 결합되었다. Calcium palmitate 건조 LB막의 화학적 구조는 [CH$_3$(CH$_2$)$_{14}$COO]$_2$Ca${\cdot}$XH$_2$O이고 수화수는 1 H$_2$O였다.

• Korean Chemical Engineering Research
• /
• 제57권3호
• /
• pp.378-386
• /
• 2019

이 논문에서는 염수 중 이온 농축을 위해 진공 증발법과 하이드레이트 활용법 적용시 소모 에너지를 계산 결과를 보고하고자 한다. 상온 상압의 염수(NaCl 농도 0.35 wt%) 1 mol/s 를 10배 농축할 경우를 가정하여 $69^{\circ}C$, 30 kPa 조건에서 진공 증발시와 객체가스로 $CH_4$, $CO_2$, $SF_6$ 를 사용한 하이드레이트 기반 기술의 에너지 소모량을 계산하였다. 진공 증발시 소모 에너지는 약 47 kJ/mol 이었으며, $CH_4$, $CO_2$, $SF_6$ 하이드레이트 공정을 적용할 경우에는 각각 43, 32, 28 kJ/mol의 에너지가 필요하였다. 에너지 소모량 관점에서 이온 농축시 하이드레이트 활용방법은 경쟁력있는 기술이 될 수 있으나, 객체가스에 따라 수화수(hydration number), 수화에너지, 압축에너지 등이 달라지므로 적절한 객체가스의 선정이 매우 중요한 요소라고 판단된다. 하이드레이트를 이용한 용존 이온 농축 기술의 상용화를 위한 핵심 요소로는 객체가스의 선정, 하이드레이트와 농축수의 효과적 분리, 하이드레이트 형성 속도 향상을 들 수 있다.

• 한국세라믹학회지
• /
• 제50권1호
• /
• pp.25-30
• /
• 2013

The pore volume of hardened cement with waterproofing materials is lower compared to that of hardened cement without waterproofing materials. Thus, fewer gaps will appear by means of chemical reactions between $Ca^{2+}$ ions in hardened cement and water, solutes, and other ions. Due to the selective permeability, the osmotic pressure of hardened cement can change due to physical effects such as the reduction of the pore volume and the reduction in the number of pores, as well as by the electrochemical reaction between water, solutes, other ions and $Ca^{2+}$ ions in hardened cement. Of course, these factors do not have independent effects but instead a combined complex effect. Accordingly, we studied changes in the osmotic pressure due to the difference in the pore structure of hardened cement. A pore size smaller than 1 nm in hardened cement had only a slight effect on the osmotic pressure, whereas a pore size larger than 1 nm had a direct effect on the osmotic pressure.

• 대한간호학회지
• /
• 제36권6호
• /
• pp.959-967
• /
• 2006

Purpose: The purposes of this study were to examine the amount of daily fluid intake among nursing home residents and to explore the caregiver's perceived barriers to elderly's fluid intake. Method: Data was collected from 111 nursing home residents and 64 caregiver's in 4 nursing homes. A random, non-consecutive three days of 24 hour fluid intake was measured and recorded. The caregiver's perceived barriers to elderly's fluid intake was assessed using a structured questionnaire. Results: The average amount of daily fluid intake was 1,035(SD=359)ml with the range of 210m1 to 2,050ml. About 52% (n=58) of the subjects had a less than adequate fluid intake. The amount of daily fluid intake was significantly associated with age, mental status, physical functioning, and the number of oral medications ordered. The most frequently mentioned caregiver's perceived barrier was elderly's concern about incontinence with increased fluid intake. Conclusion: Inadequate fluid intake among nursing home residents is prevalent. To enhance adequate hydration of nursing home residents, an institution wide nursing intervention is necessary.

• International Journal of Concrete Structures and Materials
• /
• 제7권1호
• /
• pp.79-93
• /
• 2013

One of the biggest problems affecting bridges is the transverse cracking and deterioration of concrete bridge decks. The causes of early age cracking are primarily attributed to plastic shrinkage, temperature effects, autogenous shrinkage, and drying shrinkage. The cracks can be influenced by material characteristics, casting sequence, formwork, climate conditions, geometry, and time dependent factors. The cracking of bridge decks not only creates unsightly aesthetic condition but also greatly reduces durability. It leads to a loss of functionality, loss of stiffness, and ultimately loss of structural safety. This investigation consists of field, laboratory, and analytical phases. The experimental and field testing investigate the early age transverse cracking of bridge decks and evaluate the use of sealant materials. The research identifies suitable materials, for crack sealing, with an ability to span cracks of various widths and to achieve performance criteria such as penetration depth, bond strength, and elongation. This paper also analytically examines the effect of a wide range of parameters on the development of cracking such as the number of spans, the span length, girder spacing, deck thickness, concrete compressive strength, dead load, hydration, temperature, shrinkage, and creep. The importance of each parameter is identified and then evaluated. Also, the AASHTO Standard Specification limits liveload deflections to L/800 for ordinary bridges and L/1000 for bridges in urban areas that are subject to pedestrian use. The deflection is found to be an important parameter to affect cracking. A set of recommendations to limit the transverse deck cracks in bridge decks is also presented.