• Title/Summary/Keyword: 초기 강도발현

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A Review of Physical Properties of Cement-Free Precast Concrete Using Industrial By-Products (산업부산물을 적용한 무 시멘트 프리캐스트 콘크리트의 물리적 특성 검토)

  • Jung, Young-Woong;Yun, Ja-Yeon;Shin, Kyung-Su;Lee, Taegyu;Choi, Hyeonggil
    • Journal of the Korea Institute of Building Construction
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    • v.24 no.3
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    • pp.309-318
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    • 2024
  • This research investigated the feasibility of incorporating industrial by-products into precast concrete formulated with blast furnace slag and natural gypsum. Specifically, the study examined the effects of incorporating steelmaking slag(STS slag), combined heat power plant fly ash, and return dust. The optimal amount of these by-products was determined by measuring air content, slump, and compressive strength at various incorporation levels. Results demonstrated that compressive strength was enhanced across all levels of by-product addition. Notably, incorporating 10% of the by-products led to exceptional early-age strength development. However, a 20% addition of combined heat power plant ash significantly reduced the slump value by approximately 40%. Considering these findings and the requirement for rapid strength development in precast concrete applications, a 10% incorporation of industrial by-products was deemed optimal due to its ability to accelerate early-age strength gain.

A Hydration Reaction and Strength Development Properties of Cement Using Pond Ash in Coal Fired Power Plant (화력 발전소 매립회를 치환한 시멘트의 수화반응 및 강도발현 특성)

  • Lee, Jae-Seung;Noh, Sang-Kyun;Shin, Hong-Chul
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.4
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    • pp.578-584
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    • 2021
  • This study comparatively analyzed the properties of hydration reaction and strength development of four types of pond ash(PA) and fly ash(FA), aiming for the effective use of PA. The PA whose chlorine content was highest due to the seawater movement method had a faster setting time, higher cumulative heat, and greater initial strength development than those of FA due to the acceleration of the cement hydration reaction. However, the activity factor increase rate decreased after seven days of curing due to the rapid generation of early hydrates. The PA that contained impurities, such as a large amount of unburned carbon, had a delayed setting time due to the lower hydration reaction. Moreover, the strength was degraded in all curing ages. The PA whose chlorine content was lower due to the freshwater movement method and the amorphous content exhibited similar hydration reactivity and strength development characteristics compared to that of FA. The thermogravimetric analysis results verified that it had a similar level of Ca(OH)2 consumption and pozzolanic reactivity with that of FA. Conclusively, it is necessary to expand the application of the freshwater movement method and manage the ignition loss to raise PA's usability.

생쥐 초기 배아에서 Aquaporin 8과 9의 발현에 관한 연구

  • 신현상;계명찬;강수만;이성은;이지원;강한승;김문규
    • Proceedings of the Korean Society of Developmental Biology Conference
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    • 2003.10a
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    • pp.68-68
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    • 2003
  • Aquaporin은 막관통 통로 단백질(transmembrane channel protein)로서, 삼투압의 농도구배에 따라 세포막을 가로질러 물분자를 이동시키는 기능을 하고 있다. 포유류 초기배아에서 포배강 형성은 영양외배엽세포에서 $Na^+ / K^+$ATPase에 의한 이온 농도 구배가 형성되면 auqaporin에 의해 물이 포배강으로 유입되면서 이루어진다. 본 연구에서는 생쥐 초기배아에서 반정량적인 역전사 중합효소 연쇄반응 방법(semi-quantitative RT-PCR)과 실시간 역전사 중합효소 연쇄반응 방법(real-time RT-PCR)을 통하여 AQP8과 9의 mRNA발현을 조사하고 다중 면역형광현미경 방법(confocal immunofluorescence microscopy)을 통해 단백질 발현양상을 분석하였다. AQP8 mRNA는 상실기까지 발현되지 않다가 포배기에 이르러 발현되었고 AQP9 mRNA는 수정란에서부터 발현되어 포배기에는 유의할 정도로 증가하였다. 따라서 AQP8 mRNA는 배아유전자가 활성화되어 나타나는 것이고 AQP9 mRNA는 모계유전자 기원임을 알 수 있었다. AQP8 단백질은 상실배 단계까지 발현되지 않다가 포배시기에 영양외배엽세포사이의 접합면에 발현되었고 AQP9 단백질은 상실배 시기에 할구 사이의 인접 부위에서 강하게 발현되었다가 포배시기에는 세포간의 접합면에 약하게 발현하는 경향을 나타내었다. 실시간 역전사 중합효소 연쇄반응 방법으로 조사한 결과 포배에서 물과 글리세롤을 통과시키는 AQP9는 mRNA의 발현양이 AQP8보다 약 4배 정도 많았다. 또한 포배기에 이르러서야 물만을 통과시키는 AQP8의 발현이 나타나는 것을 보아 포배강 형성시 외부에서 영양외배엽을 통해 포배강으로 유입되는 물의 이동(trans- trophectodermal water movements)에 AQP9보다 AQP8이 더 중요하게 관여할 것으로 사료된다., K, Pb, Cd, Cr, Co, Cu, Ni)을 측정하였다. 실험 조건1의 결과로서 각 국의 유아용 일회용 기저귀의 중금속 함량은 거의 유사한 경향을 나타내었으며 Cr, Zn, Pb, Ni, Mn, Mg, Li, K는 detection limit(2 ppm) 이하였고, Cd, Fe, Co, Cu, Ca, Al, Sr는 검출되었지만 기준치 이하였다. 실험 조건2의 결과로서 측정 항목(Cr, Sb, Cd, Pb, Ni, Co, Cu)중 Cr, Cd, Ni, Cu는 detection limit(0.1 ppm) 이하였고, Sb, Pb, Co는 검출되었지만 기준치 이하였다.았다. 4%의 경우에는 8$0^{\circ}C$이하로 온도를 낮추는 것이 좋은 상태를 나타내었다. 이와 같은 결과는 일반적으로 화학적 레팅을 4%, 7%에서한 선행결과와 상당히 다른 결과이다.염 농도가 증가할수록 감소 현상을 보였다.X>, 75BG30은 8.6$\mu\textrm{m}$, 75BG40은 7.02$\mu\textrm{m}$로 나타났다. 따라서 경화제 양에 관계없이 10$\mu\textrm{m}$ 이하로 나타나, 경화제 10$m\ell$만으로 미세한 크기를 얻을 수 있음을 알 수 있다. 젤리 강도 변화에 따른 차이는 300BF는 78.09$\mu\textrm{m}$ 300BG는 56.32$\mu\textrm{m}$로, 75BF나 75BG에 비하여 현저히 증가하여, 젤라틴의 젤리 강도는 캡슐 제조 조건의 주요한 변수임을 알 수 있다.추출물 투여시 혈당강하 및 혈중콜레스테롤 강하가 나타났으며, 상엽복합추출물 투여와 운동을 병행시 이러한 감소 효과가 더 뚜렷하게 나타났다.교육의 적임자로 보는 시각이 비교적 높았고 약 1/2정도는 영양교육에 참여하겠다는 의지를 가지고 있을 뿐만 아니라 실제로 영양지도를

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Determination of Removal Time of the Forms with the Strength Development of High Strength Concrete at Early Age (고강도 콘크리트의 초기강도 발현에 따른 거푸집 탈형시기의 결정)

  • 김은호;김영진;한민철;신병철;한천구
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2003.05a
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    • pp.99-102
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    • 2003
  • This study discusses the determination of removal time of forms with early strength development in high strength concrete. According to the results, as W/B increases by 10%, the setting time is shortened by about 2 hours. The time when compressive strength of 8 MPa is gained is about 20 hours. Bond strength between form and concrete is highest around final setting time, but decreases drastically after that. Amount of concrete sticking on the form is large before setting, but after that, it is little. The rebound value of P type schmidt hammer is measured faster by 2-3 hours than compressive strength. It is also confirmed that the removal of forms is possible when the rebound value of P type schmidt hammer is more than 34

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The Characteristics of Strength Development and Curing Cycle of the Steam Cured Concrete (증기양생 콘크리트의 양생온도주기와 강도발현 특성)

  • Kim, Kwang-Don;Kim, Choon-Ho
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.14 no.5
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    • pp.63-71
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    • 2010
  • This paper is about a research of steam curing which is one of the curing methods for accelerating the early-age strength of pre-cast concrete. With cylinder mold and mock-up specimen, the research was executed to study the best cycle of steam curing temperature through quantifying cycle of steam curing and maximum temperature, while the required strength is developed under the early-age. Moreover, causes and measurements for the high temperature of concrete, which is due to the steam curing, and the crack, which occurs when removing steel form, are stated. Ultimately, the economical method of producing, which satisfies early-age strength development and quality assurance while manufacturing PC structure, is stated.

Experimental Study on the Early Strength Development Mechanism of Cement Paste Using Hardening Accelerator and High-Early-Strength Cement (경화촉진제와 조강시멘트를 사용한 시멘트 페이스트의 조기강도 발현 메커니즘에 관한 실험적 연구)

  • Min, Tae-Beom;Cho, In-Sung;Lee, Han-Seung
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.18 no.1
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    • pp.84-92
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    • 2014
  • The purpose of study is to analyze mechanism with early high portland cement and hardening accelerator. As the result, it was concluded that hardening accelerator makes accelerates appearance of $Ca(OH)_2$ through experiment using TG-DTA when it hydrates with cement. On the result of compressive strength, as increasing the amount of hardening accelerator used, early compressive strength was improved. Also, as a result of hydration heat, hardening accelerator accelerates hydration of $C_3S$ that is cement's component. On the result of XRD's analyzation, hydration product for each age could be check and it was shown that as increasing the amount of hardening accelerator used, peak point of hydration product was recorded high. As the result of SEM, appearance of C-S-H was shown as the amount of $Ca(OH)_2$'s appearance and each age according to additive contents of hardening accelerator. Therefore hardening accelerator used on this study is effective on getting early compressive strength.

Effect of Anhydrite on the Mechanical and Durability Properties of High Volume Slag Concrete (무수석고 함량이 고로슬래그 미분말을 대량 활용한 콘크리트 특성에 미치는 영향)

  • Moon, Gyu-Don;Kim, Joo-Hyung;Cho, Young-Keun;Choi, Young-Cheol
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.2 no.3
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    • pp.239-246
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    • 2014
  • High volume slag concrete is attracting new attention and are thought to have promising potential for industrial applications, partly due to the climate debate, but especially due to their very low heat of hydration and their good durability in chemically aggressive environments. However, High volume slag concretes tend to have slower strength development especially. In this study, the effect of anhydrite ($CaSO_4$) on the mechanical and durability performance of high volume slag concrete were investigated. The main variables were anhydrite contents (0, 4, 6, 8, 10%). Test results show that 4~8% anhydrite concrete have improved engineering properties (hydration, compressive strength, shrinkage, creep, carbonation) as control concrete at early ages.

Durability and Strength of Ternary Blended Concrete Using High Early Strength Cement (조강(早彈)시멘트를 사용(使用)한 3성분계(性分系) 콘크리트의 강도(彈度) 및 내구특성(耐久特性))

  • Hong, Chang-Woo;Jeong, Won-Kyong
    • Resources Recycling
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    • v.19 no.5
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    • pp.50-57
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    • 2010
  • Ternary blended concrete(TBC), which contains both fly ash and granulated blast furnace slag, has an initial cost effective and is environment friendly. Furthermore, it has a lot of technical advantages such as the improvement of long term compressive strength, high workability, and the reduction of hydration heat. However, as the use and study on the performance of ternary blended concrete is limited, it is low short term compressive strength. This study was performed to evaluate the characteristics which are a long and short term compressive strengths, permeability and chemical attacks resistance of hardened high early concrete containing slag powder and fly-ash using high early strength cement(HE-TBC). Replacement rate of FA is fixed on 10% and replacement rate of slag powder are 0%, 10%, 20% and 30%. The test results showed that compressive and flexural strength of HE-TBC increased as the slag contents increased from 0% to 30% at the short term of curing. The permeability resistance of HE-TBC(fly ash 10%, blast 30%) was extremely good at the short and long terms. However, high early strength ternary blended concrete had weak on carbonation of chemical attack.

A Study on the Properties of Early Strength with the Kind and Replacement Ratio of Mineral Admixture (혼화재 종류 및 치환율 변화에 따른 조기강도 특성에 관한 연구)

  • Shin, Jae-Kyung;Choi, Jin-Man;Jeong, Yong;Kim, In-Ho;Choi, Hee-Ju;Park, Cheol
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.209-210
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    • 2009
  • In constuction work, the early compressive strength in reference to the demolding time of side forms is significant on reducing the construction time and improving the economical efficiency. Therefore, this study is investigated the effect of the kind and replacement ratio of mineral admixture on the development of early strength.

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Strength Development of Fly ash Substituted Concrete due to Blast Furnace Slag Powder and Gypsum Addition (고로슬래그 미분말 및 석고혼입에 따른 플라이애시 치환 콘크리트의 강도발현 특성)

  • Han, Cheon-Goo;Han, Min-Cheol;Jeon, Kyu-Nam
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.5 no.2
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    • pp.97-104
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    • 2010
  • In this study, the effect of blast furnace slag and gypsum addition on strength development of fly ash substituted concrete is investigated experimentally. As a result, the fluidity represented a similar or larger level than that of OPC but showed a tendency to decrease the fluidity according to the increase in the replacement level of BS and GS for the FA replacement concrete. In the case of the air content, although it showed a larger decrease compared to that of OPC, it also represented that BS and GS did not affect the air content significantly. Regarding the compressive strength in the case of the replacement of BS and GS for the FA 10% replacement concrete, it showed a higher early strength than OPC. Whereas, in the case of the BS 5% replacement and GS 1% incorporation for the FA 10% replacement concrete showed the most excellent performance due to its high strength. In the correlation of the compressive strength according to the kinds of admixtures, it was evident that the GS incorporation played an important role in high strength gain.

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