• Title/Summary/Keyword: Curing period

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Effects on the Storability Enhancement and Root Yield by Air Curing of the Seed Rhizome of Rehmannia glutinosa Liboschitz ex Steudel (지황 종근의 저장성 및 수량에 미치는 음건 처리의 효과)

  • Lee, Sang Hoon;Yun, Hyeong Muk;Koo, Sung Cheol;Hur, Mok;Han, Jong Won;Lee, Woo Moon;Chang, Jae Ki;Kim, Yeon Bok
    • Korean Journal of Medicinal Crop Science
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    • v.26 no.4
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    • pp.291-295
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    • 2018
  • Background: The use of Rehmannia glutinosa of the family Scrophulariaceae, in traditional medicine is well known. This study was conducted to elucidate the effect of air curing of the seed rhizome of R. glutinosa on its storability and yield. Methods and Results: The root of the R. glutinosa cultivar (Dagang) was harvested in at the end of November. The seed rhizomes were air cured for one to seven days. They were subsequently wrapped with newspaper and further stored in a plastic container at $1^{\circ}C$. It was observed that the weight loss and decay rates were significantly lower in the air cured seeds than in the untreated ones. Moreover, the decay rate of the control was approximately 50%, 120 days after storage. However. the decay rate of all the air cured treatment groups was less than 1%. Additionally, air curing led to an increase in the germination rate of the seeds and the root yield when compared with the untreated groups. Taken together, the ideal treatment period for air curing was found to be 3 days. Under these conditions, the germination rate and yield were 88.7% and 2,185 ㎏/10a, respectively. Conclusions: This study successfully demonstrated that the air curing of seed rhizomes can lead to a considerable increase in the storability and yield of R. glutinosa.

A Study on the Thermal Crack Control of Foundation for Large Turbine (대형 터빈 기초 구조물의 온도균열 제어에 관한 연구)

  • Ha, Ju-Hyung;Cho, Yun-Gu;Lee, Kewn-Chu;Lim, Chang-Keun
    • Journal of the Korea Concrete Institute
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    • v.26 no.3
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    • pp.287-297
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    • 2014
  • Heat of hydration of mass concrete is one of the most important factors that significantly affect structural quality and construction period. Therefore, appropriate methods to control heat of hydration are essential technologies for mass concrete construction. In this study, probability of thermal cracking was checked by thermal analysis prior to the construction of a turbine foundation in a domestic power plant. Subsequently, changes of concrete mix proportion and an effective curing method were proposed to control heat of hydration of mass concrete structures. Concrete manufactured by slag cement was proposed instead of concrete produced by ordinary Portland cement, and an automated curing method was proposed to improve the curing method using typical moist curing with blanket. The automated curing method maintains the temperature difference between center and surface of concrete below a setting value by temperature monitoring. Concrete with slag cement was used for actual construction. One of two identical turbine foundations was cured by an insulated curing method, and the other was cured by the automated curing method to compare the curing methods. And then, the effects of control of heat of hydration were evaluated based on temperature/strain monitoring and crack investigations.

A STUDY OF MONOMER RELEASE FROM PIT AND FISSURE SEALANTS ACCORDING TO VARIOUS LIGHT SOURCES (광원에 따른 수종의 치면열구전색제로부터 용리되는 모노머에 관한 연구)

  • Seo, Hyun-Woo;Park, Ho-Won
    • Journal of the korean academy of Pediatric Dentistry
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    • v.32 no.2
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    • pp.284-292
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    • 2005
  • The aim of this study was to identify and quantify the major or detectable monomers released from any of five commercially-available, light-cured pit and fissure sealants with three different light sources : conventional halogen light curing unit, plasma arc light curing unit and LED curing unit. After curing, specimens were immediately immersed in distilled water for different time intervals. The time related release of monomers were analyzed by high performance liquid chromatography(HPLC). Identification and quantitative analysis of monomers were performed by the comparison of the elution time and the absorption peak height of the eluates with those of the authentic sample. The result of this study can be summarized as follows. 1. Standard solution peaks with retention times of 2.3, 3.2, 5.6, 6.5, 10.4 minutes were identified as BPA, TEGDMA, UDMA, Bis-GMA, Bis-DMA, respectively. 2. None of the chromatograms of the tested sealants displayed peaks with the same retention time as that of the standard solution, except for TEGDMA. 3. The highest release rate of TEGDMA was observed during the 12hr period for all samples and declined thereafter. 4. The elution of TEGDMA from curing with Halogen curing unit for 20 second and LED for 10 second was less than that resulting from curing with Plasma arc for 3 second. 5. TEGDMA was detected at much lower levels in eluates from the Pit & Fissure $Sealant^{TM}$ than other sealants. The elution of TEGDMA from the $Helioseal^{(R)}$ F cured with Halogen light curing unit, the $Concise^{TM}$ cured with Plasma arc curing unit and the $Teethmate^{(R)}$ F-1 cured with LED curing unit were higher than other sealants.

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Comparative proteome profiling in the storage root of sweet potato during curing-mediated wound healing (큐어링 후 저장에 따른 고구마 저장뿌리 단백질체의 비교분석)

  • Ho Yong Shin;Chang Yoon Ji;Ho Soo Kim;Jung-Sung Chung;Sung Hwan Choi;Sang-Soo Kwak;Yun-Hee Kim;Jeung Joo Lee
    • Journal of Plant Biotechnology
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    • v.50
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    • pp.1-10
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    • 2023
  • Sweet potato (Ipomoea batatas L. Lam) is an economically important root crop and a valuable source of nutrients, processed foods, animal feeds, and pigment materials. However, during post-harvest storage, storage roots of sweet potatoes are susceptible to decay caused by various microorganisms and diseases. Post-harvest curing is the most effective means of healing wounds and preventing spoilage by microorganisms during storage. In this study, we aimed to identify proteins involved in the molecular mechanisms related to curing and study proteomic changes during the post-curing storage period. For this purpose, changes in protein spots were analyzed through 2D-electrophoresis after treatment at 33℃ (curing) and 15℃ (control) for three days, followed by a storage period of eight weeks. As a result, we observed 31 differentially expressed protein spots between curing and control groups, among which 15 were identified. Among the identified proteins, the expression level of 'alpha-amylase (spot 1)' increased only after the curing treatment, whereas the expression levels of 'probable aldo-keto reductase 2-like (spot 3)' and 'hypothetical protein CHGG_01724 (spot 4)' increased in both the curing and control groups. However, the expression level of 'sporamin A (spot 10)' decreased in both the curing and control treatments. In the control treatment, the expression level of 'enolase (spot 14)' increased, but the expression levels of 'chain A of actinidin-E-64 complex+ (spot 19)', 'ascorbate peroxidase (spot 22)', and several 'sporamin proteins (spot 20, 21, 23, 24, 27, 29, 30, and 31)' decreased. These results are expected to help identify proteins related to the curing process in sweet potato storage roots, understand the mechanisms related to disease resistance during post-harvest storage, and derive candidate genes to develop new varieties with improved low-temperature storage capabilities in the future.

Evaluation of Strength and Chloride Diffusion in Concrete with FA Considering Temperature Effect (FA를 혼입한 콘크리트의 온도 영향을 고려한 강도 및 염화물 확산성 평가)

  • Keun-Hyeok Yang;Seung-Jun Kwon
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.11 no.1
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    • pp.62-69
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    • 2023
  • For the nuclear power concrete plant structures in the UAE, it is necessary to consider the deterioration from high sulfate ions in the atmosphere and high chloride ions from the coast. In this study, two strength grade concrete mixture (40 MPa and 27 MPa) and two curing/diffusion temperatures (20 ℃ and 50 ℃) were considered for evaluating the temperature effects on diffusion and strength due to high average temperature above 38 ℃ a year in UAE. When the initial curing temperature was high, the compressive strength increased in high-temperature curing to 7 days, but the strength slightly increased in the 20 ℃ curing condition at 28 days. Regarding diffusion test, unlike the compressive test results, reduced chloride diffusion coefficients were evaluated both in 40 MPa and 27 MPa grade at 28 days. In the case of 91 days of curing, an increase in diffusivity due to high temperature and a decrease in diffusivity due to age effect occur simultaneously. Compared to the results of the curing and diffusion tests at 20 ℃ and 28 days, when the curing and diffusion tests were conducted at 50 ℃ in 91 days, the diffusion coefficients decreased to 76.2 % in 40 MPa grade and 85.4 % in 37 MPa grade with increasing curing period, respectively.

Application of Insulation Curing Method with Double Bubble Sheets Subjected to Cold Weather (이중 버블시트를 이용한 단열양생공법의 한중시공 적용 사례)

  • Hong, Seak-Min;Lee, Chung-Sub;Kim, Jong;Jeon, Chung-Kun;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.1001-1004
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    • 2008
  • This study reviewed the results of utilization of insulation heat curing method using double layer bubble sheet in slab concrete and mass concrete in cold weather environment. First of all, when double layer bubble sheets are applied, it was shown that slab concrete was protected from early freezing by remaining between 6 and $10^{\circ}C$ even in case outside temperature drops $10^{\circ}C$ below zero until the 2nd day from piling, and in the case of mass concrete, with the maximum temperature difference between the center and surface less than $6^{\circ}C$, crack occurrence index was close to 2 and no hydration heat crack occurred by internal constraint. The insulation heat preservation curing method using the double bubble sheet applied in this field prevented early freezing owing to stable curing temperature management, deterring concrete strength development delay at low temperature, and obtained the needed strength. Also, it was proven that the method is highly effective and economic for cold weather concrete quality maintenance through curing cost reduction like construction period shortening and labor cost reduction, etc by reducing the process of temporary equipment installation and disassembling.

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Change in compressive strength of lightweight geopolymers after immersion (침지 후 경량 지오폴리머의 압축강도 변화)

  • Kim, Hakmin;Kim, Yootaek
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.31 no.4
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    • pp.174-181
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    • 2021
  • Lightweight geopolymers were fabricated by using IGCC (integrated gasification combined cycle) slag and Si sludge which are classified as general wastes (recyclable resources). Three curing methods were tried to investigate the changes in compressive strength and density according to the curing method and immersion time. Immersion period was tried up to 21 days to observe long-term performance in water. Compressive strength of the specimens cured in oven decreased abruptly with an increase in immersion time. Compressive strength of the specimen cured in autoclave was low after 3 and 7 day immersion; however, increased rapidly after 21 day immersion. On the contrary, compressive strength of the specimen cured in autoclave and oven was high but substantially decreased after 21 day immersion. Conclusively, it was speculated that oven curing is effective for the compressive strength development at early age; however, autoclave curing is more desirable for the long-term performance in water.

Studies on the Bacteriological Properties of Loin Ham during Curing Period (염지경과에 따른 Loin Ham의 세균학적 특성에 관한 연구)

  • Chung, Yung-Gun;Hyun, In-Hwan;Yang, Sung-Ho;Kim, Jong-Kyu
    • Journal of the Korean Society of Food Science and Nutrition
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    • v.15 no.1
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    • pp.63-68
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    • 1986
  • In order to examine related bacteria on the maturation of cured loin ham, bacteria isolated during curing periods from ham, which counted coliform group, psychrotrophic and halo-tolerant bacteria. The results are as follows; The isolated bacteria from ham during the curing period were Staphylococcus spp. 24 strains, Bacillus spp. 21 strains, Lactobacillus spp. 10 strains, Coryneform 2 strains. Microbacterium spp. 2 strains and Gram negative rods 8 strains. Micrococcus spp. were identified M. varians 12 strains and M. luteus 3 strains, and Streptococcus spp. identified S. faecium 14 strains, S. lactis 2 strains. Lactobacillus spp. were isolated L. Plantarum 4 strains, L. brevis and L. casei 1 strains. In the case of cured ham, the number of coliform group and psychrotrophic bacteria were decreased but halo-tolerant bacteria were increased for 10 days of curing period. On the brine solution. the number of coliform group, psychrotrophic and halo-tolerant bacteria were increased for 10 days. 4 days and 20 days, respectively.

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A Study on the Variation of Color and its Components of the Flue-Cured Tobacco Leaf During the Process of Curing (Flue -cured 잎담배의 건조과정중 색상과 색소성분 변화에 관한 연구)

  • 김찬호;김정옥;석영선
    • Journal of the Korean Society of Tobacco Science
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    • v.1 no.1
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    • pp.56-62
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    • 1979
  • Boring the process of curing of the tobacco ( Nicotiana tabacum L. clicks) leaf, the and other fundamental components of the tobacco leaf was observed The amount of total chlorophyll was reduced from 2902$\mu\textrm{g}$/gr to 1, 131$\mu\textrm{g}$/gr as a function of curing time. In the case of total carotene, the concentration was increased from 373-712$\mu\textrm{g}$/gr. to 3, 003~2, 215$\mu\textrm{g}$/gr. up to 70 hours of curing period. However, after 70 hours of curing, the concentration of total carotene stared to be decreased up to 1, 050~1, 039$\mu\textrm{g}$/gr. Simultaneously, the greenish yellow color becomes to be close an intermediate color between yellow and orange. The amount of total nicotine and nitrogen (2~2%) in the green harvested leaf was essentially identical after the curing process. However, the amount of total sugar was enhanced from 17%, in the green harvested leaf, to 35% at the time of 70 hours curing. At the end of the curing, the amount of total sugar was again reduced up to 16%. The correlation coefficient (r) between the axis of the color coordinate and the ratio of chlorophyll/carotene was estimated to be r=-0.96. This result indicates a linear relationship between those two parameters and the following linear equation is obtained as y=28.87-68.38 x. From the above equation, x=0.442 could be estimated when chlorophyll was completely decomposed (ylongrightarrowO). As a consequence of this result, we can suggest the tobacco leaf of Hicks belongs to the high quality level.

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Characteristics of Strength Development of Ultra-High Performance Concrete according to Curing Condition (초고성능 콘크리트의 양생 조건에 따른 강도 발현 특성)

  • Park, Jong-Sup;Kim, Young-Jin;Cho, Jeong-Rae;Jeon, Se-Jin
    • Journal of the Korea Concrete Institute
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    • v.25 no.3
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    • pp.295-304
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    • 2013
  • Ultra-High Performance Concrete (UHPC) has recently been one of the most active research fields in Korea as well as in foreign countries, because it can contribute to a longer life and economic efficiency of structures. Although precast-type UHPC fabricated in a factory is preferable in terms of quality control and reduction of construction period, there exist, even in the precast structure, some parts that need to be cast in-place such as the joints between precast segments. In the cast-in-place UHPC, however, it is probable that an optimum curing condition can hardly be realized in contrast to the factory production. In this study, therefore, the trend of compressive strength development of UHPC was experimentally investigated by assuming various inferior curing conditions that may be anticipated at a construction site. Concrete specimens were fabricated and cured under different conditions with the variables such as curing temperature, delay time before the initiation of curing, duration of curing time and moisture condition. The strengths were compared with those of the specimens cured by standard high temperature steam. Through the analysis of the test results, some minimum requirements for curing have been proposed that are required when the UHPC is cast in-place. It is expected, through this study, that practical use of UHPC in construction sites can be increased.