• Title/Summary/Keyword: Ordinary Portland Cement

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Effect of Microstructure on the Prooperties of High Strength Hardened Cement Paste (II) (고강도 시멘트 경화체의 특성에 미치는 미세구조의 영향 (II))

  • 김정환;최상흘;한기성
    • Journal of the Korean Ceramic Society
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    • v.27 no.8
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    • pp.1034-1042
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    • 1990
  • Investigation for the preparation of high strength hardened cement paste using ordinary portland cement, hydroxypropyl methyl cellulose(HPMC) with various admixtures was carried out. The cement paste was mixed with 0.1 of water cement ratio by twin roll mill and cured 60 days in humidity chamber. When the quartz powder or white cement was added to the paste, the flexural strength was 900∼1000kg/㎠ and the Young's modulus was 8∼9×105kg/㎠. When the silicafume was added, the flexural strength was 800kg/㎠ and the Young's modulus was 6×105kg/㎠.

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Determination of Critical Chloride Content of Ordinary Portland Cement Concrete by Linear Polarization Technique (선형분극법을 이용한 보통프틀랜드시멘트 콘크리트의 임계염화물량)

  • Kim, Hong-Sam;Cheong, Hai-Moon;Ahn, Tae-Song
    • Journal of the Korean Ceramic Society
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    • v.44 no.9
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    • pp.524-528
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    • 2007
  • The results of evaluating steel corrosion in concrete containing chloride content of various levels indicated that the more chloride content in concrete leads to the lower potential and higher corrosion current density. However, the open circuit potential of steel varied with time and exposure condition, and the corelation between the open circuit potential and corrosion current density was not obvious. In order to determine the critical threshold content of chloride of steel corrosion in concrete, the concept of average corrosion current density was employed. The range of critical chloride content in portland cement concretes was about $1.56{\sim}1.77%$($Cl^-$, %, wt of cement content) along with water-cement ratio, and higher water-cement ratio resulted in reduction in critical threshold chloride content.

Flexural Fracture Properties of Reinforced Concrete Beam with Latex Contents (라텍스 혼입률에 따른 철근콘크리트의 휨파괴 거동특성)

  • Jeong, Won-Kyong;Kim, Dong-Ho;Lee, Joo-Hyong;Lim, Hong-Beom;Yun, Kyong-Ku
    • Journal of Industrial Technology
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    • v.22 no.A
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    • pp.177-184
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    • 2002
  • Reinforced concrete(R/C) is commonly used to structures because they have many merits that compressive strength, economy and so on. However, reinforced concrete has a crack at the tensile section which is due to the relatively lower tensile strength than its compressive strength Latex modified concrete(LMC) has higher tensile and flexural strength than the ordinary portland cement, due to the interconnections of hydrated cement and aggregates by a film of latex particles. The purpose of this study was to investigate the flexural behavior of reinforced concrete beam with latex modified concrete, having the main experimental variables such as concrete types(ordinary portland cement concrete, latex modified concrete), latex contents(0%, 15%), flexural steel ratios(0.012, 0.0235), and with/without shear reinforcement. The beam of LMC showed considerably higher initial cracking loads and ductility than that of OPC, but, similar to ultimate strength and deflection. This might be attributed to the interlocking of hydrated cement and aggregates by a film of latex particles, water retention due to hydrophobic, and colloidal properties of the latexes resulting in reduced water evaporation. The beam with latex modified concrete could be adopted at field for controlling and reducing the tensile crack due to its higher tensile strength.

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Physicochemical properties and autogenous healing performance of ternary blended binders composed of OPC-BFS-CSA clinker

  • H.N. Yoon;Joonho Seo;Naru Kim;H.M. Son;H.K. Lee
    • Advances in concrete construction
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    • v.15 no.1
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    • pp.11-22
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    • 2023
  • Autogenous healing of concrete can be helpful in structural maintenance by healing cracks using a healing material created by the precipitation of calcite and by the hydration of unhydrated binder around the cracks. Against this backdrop, this study investigated the physicochemical properties and autogenous healing performance of ternary blended binder composed of ordinary Portland cement (OPC), blast furnace slag (BFS), and calcium sulfoaluminate (CSA) clinker. Ternary blended binders with various contents of OPC-BFS-CSA clinker were prepared, and their physicochemical properties and autogenous healing performances were examined using various analytical techniques and visually observed using a microscope. The obtained results indicated that increase in the BFS content accompanied the increased the amount of unreacted BFS even after 28 days of curing and had a positive effect on the autogenous healing performance due to its latent hydration. However, replacing the CSA clinker did not increase the autogenous healing performance owing to an insufficient sulfate source for the formation of ettringite. The main precipitates around the cracks were calcite, C-S-H. Other hydration products such as portlandite, monosulfate, and ettringite, which were not found in the Raman and scanning electron microscope analyses.

Effect of the Thermally Activated Diatomaceous Rock on Improving the Compressive Strength of Cement Mortar (포졸란성 규회암의 시멘트 몰탈 압축강도 증진에 관한 효과)

  • 백운화;임남웅;류한길;박종옥
    • Proceedings of the Korea Concrete Institute Conference
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    • 1996.04a
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    • pp.166-171
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    • 1996
  • This study examines whether the raw diatomaceous rock, after thermally activated for converting into a pozzolanic form, can improve cement quality(i.e., compressive strength) of the cement-mortar. The diatomaceous rock, heat-treated at 75$0^{\circ}C$ for 30minutes as an optimum pozzolanic form was mixed with OPC(Ordinary Portland Cement) on a weight basis from 0, 2.5, 5.0, 10, 20, 40%. The cement quality was then assessed by the compressive strength and analysis of XRD(S-Ray Diffraction) and SEM(Scanning Electron Microscope).

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Properties of Low-heat Cement and Concrete (저발열 시멘트 및 콘크리트의 특성)

  • Noh, Jae-Ho;Park, Yon-Dong;Song, Yong-Soon;Kim, Hoon;Kang, Suck-Hwa
    • Proceedings of the Korea Concrete Institute Conference
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    • 1996.10a
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    • pp.345-351
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    • 1996
  • The study on the properties of low-heat cement that hear of hydration is relatively lower than that of ordinary portland cement and concrete made of this low-hear cement has been performed to test the hear of hydration and compressive strength, chemical resistance of concrete using low-hear cement to compare with concrete using other several typers of cements.

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Influence of Drying Methods on Measurement of Hydration Degree of Hydraulic Inorganic Materials: 1) Ordinary Portland cement paste and mortar (수경성 무기재료의 수화도 측정에 대한 건조방법의 영향: 1) 보통 포틀랜드 시멘트 페이스트 및 모르타르)

  • Lee, Hyo Kyoung;Kim, Hyeong-Ki
    • Resources Recycling
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    • v.27 no.1
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    • pp.92-105
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    • 2018
  • The present study was carried out to find a suitable drying method for measuring non-evaporable water contents of various hydraulic inorganic materials. In Part 1 of the paper, the case Ordinary Portland cement is discussed. Various drying methods including vacuum and oven drying, and an ignition, were used for the OPC paste and mortar having different w/c. The sole vacuum drying under room temperature led a fluctuation on measurement of hydration degree, while the sole oven drying also yielded unwanted hydration promotion at the early age. A combination of the vacuum and oven drying was considered as a suitable drying method for the OPC case.