• Title/Summary/Keyword: Opc

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Corrosion-Resisting Performance Evaluation of Concrete Mixed with Fly-Ash (플라이애시 혼합 콘크리트의 철근 부식 저항성능 평가)

  • Park, Sang-Soon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.21 no.1
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    • pp.117-125
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    • 2017
  • The role of fly ash in concrete become impotent with finding the characteristics of fly ash in which it is used as cement replacement material. In this paper, corrosion test results obtained by two test methods such as the long-term exposure corrosion test and the accelerated corrosion test method, were compared to investigated the corrosion resistance between fly ash concrete and normal concrete. Corrosion initiation time was measured in two types of concrete, i.e., one mixed with fly ash(FA) and the other without admixture(OPC). The accelerated corrosion test was carried out by four case, i.e., two samples is a cyclic drying-wetting method combined without carbonation(case 1) and combined with carbonation(case 2), and the other two samples is a artificial seawater ponding test method combined without carbonation(case 3) and combined with carbonation(case 4). Whether corrosion occurs, it was measures using half-cell potential method. The ponding test combined without carbonation was most effective in accelerating corrosion time of steel bars. The results indicated that the corrosion of rebar embedded in concrete occurred according to the order of OPC, FA. The delay relative ratio of corrosion obtained by corrosion initiation time between FA and OPC is 1.04 to 1.27. Consequently, fly ash concrete as the age increases its corrosion resistance was improved compared with OPC concrete.

The Development of Protocol for Construction of Smart Factory (스마트 팩토리 구축을 위한 프로토콜 개발)

  • Lee, Yong-Min;Lee, Won-Bog;Lee, Seung-Ho
    • Journal of IKEEE
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    • v.23 no.3
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    • pp.1096-1099
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    • 2019
  • In this paper, we propose the protocol for construction of smart factory. The proposed protocol for construction of smart factory consists of an OPC UA Server/Client, a technology of TSN realtime communication, a NTP & PTP time synchronization protocol, a FieldBus protocol and conversion module, a technology of saving data for data transmit latency and synchronization protocol. OPC UA server/client is a system integration protocol which makes interface industrial hardware device and supports standardization which allows in all around area and also in not independent from any platform. A technology of TSN realtime communication provides an high sensitive time management and control technology in a way of sharing specific time between devices in the field of high speed network. NTP & PTP time synchronization protocol supports IEEE1588 standardization. A fieldbus protocol and conversion module provide an extendable connectivity by converting industrial protocol to OPC. A technology of saving data for data transmit latency and synchronization protocol provide a resolution function for a loss and latency of data. Results from testing agencies to assess the performance of proposed protocol for construction of smart factory, response time was 0.1367ms, synchronization time was 0.404ms, quantity of concurrent access was 100ea, quantity of interacting protocol was 5ea, data saving and synchronization was 1,000 nodes. It produced the same result as the world's highest level.

Analysis of the Reinforcement Effect of Aging Reservoir Reinforced by Environmental Soil Stabilizer as Chemical Grouting Material (친환경 지반안정재를 약액주입재로 사용하여 보강한 노후 저수지의 보강효과 분석)

  • Kim, Se-Min;Seo, Se-Gwan;Cho, Dae-sung
    • Journal of the Korean Geosynthetics Society
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    • v.20 no.2
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    • pp.1-11
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    • 2021
  • In this study, a study related to laboratory and pilot test were performed to use an environmental soil stabilizer developed to induce a hardening reaction similar to that of Ordinary Portland Cement (OPC) by using industrial by-products of blast furnace slag and the combustion ash of a circulating fluidized bed boiler as the main material. For this, specimens were prepared using liquid A of sodium silicate and silica sol, and liquid B of an environmental soil stabilizer (or OPC), and laboratory tests were performed to analyze the strength and environmental characteristics. And pilot test was performed on the aging reservoir, field permeability test and electrical resistivity survey were performed in the field to analyze the applicability. As a result of the laboratory test, the homo-gel compressive strength of the chemical injection material using the environmental soil stabilizer as liquid B was about 2.88 to 3.23 times greater than that of OPC. In addition, the elution amount of most heavy metals was lower than that of OPC, and the survival rate in the fish, acute toxicity test was 100%. Therefore, when judged based on the results of the laboratory test, it was analyzed to be superior to OPC in terms of strength and environment. In the results of the pilot test in the aging reservoir, when the environmental soil stabilizer was reinforced with liquid B of the chemical injection material, the coefficient of permeability in the aging reservoir decreased to 1/50 level. In addition, as a result of the electrical resistivity survey, it was analyzed that the electrical resistivity inside the aging reservoir increased as time passed, the saturation zone disappeared, and the overall reinforcement.

Early Hydration Properties of BFS by a Change of pH (pH 변화에 따른 고로수쇄 BFS의 초기 수화 특성)

  • Kang, Hyun Ju;Lee, Woong Geol;Song, Myong Shin;Kang, Seung Min;Kim, Kyeng Nam
    • Journal of the Korean Ceramic Society
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    • v.49 no.5
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    • pp.442-447
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    • 2012
  • This study investigated on the early hydration and physical characteristics of BFS by pH variation. NaOH solution was used as a pH activator. In the range from pH 12 to pH 14, Experiment was compared the hydration propertied of OPC(Ordinary Portland Cement) and BFS(Blast Furnace BFS) and BFS containing 2 wt% of gypsum. It was found that CAH(Calcium Aluminate Hydrates) phases and CSH(Calcium Silicate Hydrates) phases were formed during the early hydration of BFS, and that CAH phases, CSH phases and ettringites were formed during the early hydration of BFS containing 2 wt% of gypsum. Furthermore, early hydration of BFS and BFS containing 2 wt% of gypsum were faster then OPC at pH 14, and the 1 day compressive strength of BFS increased by approximately 30% compared to OPC, and BFS containing 2 wt% of gypsum also increased by approximately 40% compared to OPC.

Classification of Alkali Activated GGBS Mortar According to the Most Suitable Usage at the Construction Site

  • Thamara, Tofeti Lima;Ann, Ki Yong
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.1
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    • pp.56-63
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    • 2020
  • The usage of OPC-free alkali activated ground granulated blast furnace slag(GGBS) mortar has been widely studied on the previous years, due to its advantages on sustainability, durability and workability. This paper brings a new view, aiming to classify the best application in situ for each mortar, according to the type and activator content. By this practical implication, more efficiency is achieved on the construction site and consequently less waste of materials. In order to compare the different activators, the following experiments were performed: analysis of compressive strength at 28 days, setting time measured by needles penetration resistance, analysis of total pore volume performed by MIP and permeability assessment by RCPT test. In general, activated GGBS had acceptable performance in all cases compared to OPC, and remarkable improved durability. Following the experimental results, it was confirmed that each activator and different concentrations impose distinct outcome performance to the mortar which allows the classification. It was observed that the activator Ca(OH)2 is the most versatile among the others, even though it has limited compressive strength, being suitable for laying mortar, coating/plaster, adhesive and grouting mortar. Samples activated with NaOH, in turn, presented in general the most similar results compared to OPC.

Effects of Ulmus davidiana Planch(Ulmaceae) herbal acupuncture solution on the proliferation of human bone cells (유근피 약침액이 인체의 골세포 증식에 미치는 영향)

  • Lee, Eon-do;Kim, Kap-sung
    • Journal of Acupuncture Research
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    • v.21 no.4
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    • pp.237-249
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    • 2004
  • 유근피는 혈액청정작용과 혈액순환에 영향을 주는 성분으로서 골 손상의 처방전으로 자주 사용된다. 현재까지 유근피가 골재형성에 미치는 영향은 약리학적으로 불확실하였다. 이에 저자들은 본 연구에서 유근피를 약침액으로 제조하여 유근피 약침액이 골세포에 미치는 영향을 in vitro에서 연구하였다. 방법으로 인체의 골아전구세포osteoprecursor cells (OPC-1)를 각각의 다른 유근피 농도를 함유한 매체내에서 부화시키고 그에 따른 세포증식을 연구하였으며, 유근피 약침액의 농도가 $100{\mu}g/ml$ 미만이었을 때 OPC-1의 증식량은 증가되었다. 그러나 농도가 $180{\mu}g/ml$을 초과하였을 때는 약물의 독성에 의해서 OPC-1의 증식량이 확연히 억제되었다. 대부분의 처치에서 세포들이 cyclooxygenase-2 (Cox 2) 단백질에 대해서 매우 명백한 발현을 보여줬다. 배양과정 중에 유근피 약침액 농도 최소치인 $1.0{\mu}g/ml$에서 최대치인 $500{\mu}g/ml$까지 경미하게 강화된 띠를 나타내었다. 이와 같은 실험의 결과로 볼 때 유근피 약침액은 골세포의 증식활동, alkaline phosphatse(ALP) 활동 및 total protein 분비의 증가와 골세포내에서의 농도의존적 약침액 투여량에 따른 OPC-1의 독특한 type I collagen 합성에 직접적인 억제작용을 주는 것을 관찰할 수 있으므로 추후 이와 유사한 실험을 통한 보다 발전적인 연구가 이루어져야 한다고 사료되었다.

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The Influence of KCl on the Hydration Property of OPC (시멘트의 수화 특성에 미치는 KCl의 영향)

  • Lee, Eui-Hak;Jeong, Chan-Il;Park, Soo-Kyung;Lee, Kyung-Hee
    • Journal of the Korean Ceramic Society
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    • v.39 no.10
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    • pp.943-947
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    • 2002
  • In order to examine the possibility of incineration of inderstrial by-product and wastes which contains a large percentage of chlorine by the cement kiln, measured heat of hydration, setting time, flow, change of length, compressive strength of OPC by the amount of KCl. The result was that a shorter setting time, a lower flow, a increasing the degree of initial shrinkage, a increasing of compressive strength before 3 days and decrease after 7 days by the induction period is shorter as promote the hydration with KCl.

Effects of Drynariae Rhizoma on the Proliferation of Human Bone Cells

  • Lee, Bu-Tae;Jeong, Ji-Cheon
    • The Journal of Korean Medicine
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    • v.24 no.4
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    • pp.43-53
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    • 2003
  • Drynariae Rhizorna (DR), an herbal medicine known for its effect to purify blood quality and improve circulation, frequently appears as the main ingredient in prescriptions for bone injuries. Currently, how pharmacologically it contributes to the reformation of bone is unclear. In the present study, the effect of the aqueous extract of DR on bone cells was investigated in vitro for the first time. The human osteoprecursor cells (OPC-I) were incubated in the medium with different concentrations of the aqueous extract of DR and the cell proliferation was studied. When the concentration of DR aqueous extract was $<120{\;}\mu\textrm{g}/ml$, the proliferation of OPC-I was enhanced. However, the proliferation of OPC-I was inhibited by DR extract with the concentrations $>250{\;}\mu\textrm{g}/ml$. Under most treatments, the cells presented very pale expression for cyclooxygenase-2 (Cox 2) protein; a slightly intensified band showed at the highest DR concentration, 1.0 mg/ml during the course of culture. From the results, it was concluded that the aqueous extract of DR was found to directly stimulate the proliferation, alkaline phosphatase (ALP) activity, protein secretion and particularly type I collagen synthesis of OPC-I at dose-dependent manner.

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Investigation on the Fundamental Properties and the Hydration Heat of Concrete Using High Volume Mineral Admixture (혼화재 다량 치환에 따른 콘크리트 기초적 특성 및 수화열 검토)

  • Song, Yong-Won;Yoon, Seob;Jeong, Yong;Lee, Sung-Woong;Gong, Min-Ho;Chung, Gi-Taek
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.257-258
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    • 2010
  • The research was investigated the hydration heat and the fundamental properties of concrete using high volume mineral admixture for reducing hydration heat temperature. The results were that compared to OPC 100%, the dosage of superpasticizer agents was decreased about 50% degree at the same flowing, and the compressive strength was developed about 95% degree. Also, temperature rise of heat of hydration was decreased by 36~48% comparing to OPC and FA25, and it is estimated that it will have a large effect to hydration heat reduction of mass concrete.

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Influence of Cement Factor on the Strength Development of Concrete at the Early Age (콘크리트의 초기강도 발현에 미치는 시멘트 요인의 영향)

  • 김광화;김은호;임주혁;김규동;한천구
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.05a
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    • pp.737-740
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    • 2003
  • In this study, the influence of cement factor on the early strength gain and the other properties of concrete is discussed. According to the result, the setting time is faster in order of alumina cement(AC), high-early-strength cement(HSC) and ordinary Portland cement(OPC), and when OPC are replaced with HSC and AC, the final setting time is faster than when only OPC is used. At 10% replacement of AC, the instant setting happens. As the particle of cement is minute, setting time is shortened. As the properties of hardened concrete, the time when compressive strength of 5㎫, which the form can be removed, is gained is about 18 and 16 hours in the case of OPC and HSC respectively, and in the case of AC, it is about 5 hours. It also shows 16 hours at the replacing ratio of HSC of 50%, and 26 and 72 hours at the replacing ratio of AC of 5 and 10% respectively. And it shows 21, 16 and 12 hours with variation of fineness of cement, so early strength gain is fast with an increase of fineness. The coefficient of correlation between compressive strength and the rebound value is over 0.97, is very favorable. Therefore, if the rebound value of P type Schmidt hammer is more than 25, it is thought that the side forms can be removed.

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