• Title/Summary/Keyword: 실리케이트계

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A Study on Durability Improvement for Concrete Structures Using Surface Impregnant (표면침투제를 이용한 콘크리트의 내구성 향상에 대한 연구)

  • Kwon, Seung-Jun;Park, Sang-Sun;Lee, Sang-Min;Kim, Jeong-Hoon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.4
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    • pp.79-88
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    • 2007
  • Concrete structures undergo degradation of durability performance and it generally propagates to the structural problems. Recently. a lot of materials for surface protection for concrete are developed, however, performance is not clearly improved due to the difficulties such as repair construction technique and quality of materials for repairing. In this study, liquid inorganic impregnant for concrete structures is developed and durability performance for impregnated concrete specimens is carried out. Furthermore, the performances of the concrete specimens with developed impregnant is also compared with those of the specimens with impregnant conventionally used. Additional CSH gel is formed through the reaction of calcium hydroxide ($Ca(OH)_2$) and impregnant with silicate. As a result of the reaction, impregnated concrete is evaluated to have more denser surface and resistance to deterioration. Finally it is experimentally verified that the concrete specimens with developed impregnant show better durability performance than normal specimens and those with conventional impregnant.

Mechanical Properties of Granulated Ground Blast Furnace Slag on Blended Activator of Sulfate and Alkali (황산염 및 알칼리계의 혼합 활성화제에 대한 고로슬래그미분말의 역학적 특성)

  • Kim, Tae-Wan;Jun, Yu-Bin;Eom, Jang-Sub
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.19 no.5
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    • pp.104-111
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    • 2015
  • This study shows the mechanical properties of alkali-activated slag cement (AASC) synthesized using sulfate with NaOH solution. The used sulfates were calcium sulfate ($CaSO_4$, denoted CS) and sodium sulfate ($Na_2SO_4$, denoted SS). The replacement ratio of sulfates was 2.5, 5.0, 7.5 and 10.0% by weight of slag. NaOH solution of 2M and 4M concentration was used. A sample was activated with sulfate and activated with blended activator (blending NaOH solution with sulfate) respectively. 24 mix ratios were used and the water-binder weight ratio for the test was set 0.5. This research carried out the compressive strength, flexural strength, ultrasonic pulse velocity (UPV), absorption and X-ray diffraction (XRD). In the case of samples with CS, sample with 7.5% CS, sample with 2M NaOH+5.0% CS and sample with 4M NaOH+5.0% CS showed the good performance in the strength development. In the case of samples with SS, sample with 10.0% SS, sample with 2M NaOH+7.5% SS and sample with 4M NaOH+2.5% SS obtained good performance in strength. The results of UPV and water absorption showed a similar tendency to the strength properties. The XRD analysis of samples indicated that the hydration products formed in samples were ettringite, CSH and silicate phases. In this study, it is indicated that when compared to the use of sulfate only, the use of both sulfate and NaOH solution makes mechanical properties of AASC better.

The properties of glass ceramics of Li2O-Al2O3-SiO2 system according to nucleation agent (조핵제 원료에 따른 Li2O-Al2O3-SiO2계 결정화 유리 특성)

  • Park, Hyun-Wook;Lee, Ji-Sun;Lim, Tae-Young;Hwang, Jonghee;Ra, Yong-Ho;Noh, Myoung-Rae;Seo, Kwan-Hee;Kim, Jin-Ho
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.28 no.6
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    • pp.229-234
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    • 2018
  • The glass-ceramic of $Li_2O-Al_2O_3-SiO_2$ system was synthesized by using $ZrO_2$, $ZrSiO_4$, $ZrOCl_2$ and $Zr(SO_4)_2$, which is a raw material of Zr serving as a nucleation agent. It was confirmed that Avrami parameter of these four glasses is over 3 for bulk crystallization. The glass synthesized by $ZrOCl_2$, and $Zr(SO_4)_2$ showed high melting quality during the melting process. It is also observed that the Zr component is uniformly distributed in the glass. Various characterizations was evaluated, including composition analysis and bending strength.

Carbon Dioxide Reforming of Methane over a Ni/KIT-1 Catalyst (Ni/KIT-1 촉매를 이용한 메탄의 이산화탄소 개질반응 연구)

  • Ryn, Seong-Yun;Ahn, Wha-Seung;Park, Sang-Eon
    • Applied Chemistry for Engineering
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    • v.9 no.7
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    • pp.1070-1078
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    • 1998
  • Thermodynamic analysis on carbon dioxide reforming of methane was performed using a computer program which can handle condensed species in the products, and the reforming experiments were conducted over $Al_2O_3$, $La_2O_3$, ZSM-5, MCM-41, KIT-1 supported nickel catalysts, and a commercial ICI 46-1. It was estabished that a system which consists of $CH_4$, $CO_2$, CO, $H_2$, $H_2O$, and C is appropriate for theoretical equilibrium calculations and addition of water vapor or oxygen was found to diminish the contribution of carbon dioxide in reforming. Silicate molecular sieve-supported catalysts such as Ni/ZSM-5, Ni/MCM-41, Ni/KIT-1 were effective for high $CH_4$ and $CO_2$ conversions as well as for high CO yield. Coke formation was suppressed when CaO was added as a promoter. Ni/Ca/KIT-1 which contains 10% Ni with 3% Ca showed conversion approaching equilibrium levels above $650^{\circ}C$ and maintained constant activity over 20 h. Despite increased space velocity, relatively high conversion and CO yield were observed.

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Manufacturing Properties and Hardening Characteristic of CO2 Reactive Hardening Cement (이산화탄소 반응경화 시멘트 제조 및 경화특성 연구)

  • Ki-Yeon Moon;Byung-Ryeol Kim;Seung-Han Lee;Moon-Kwan Choi;Kye-Hong Cho;Jin-Sang Cho
    • Resources Recycling
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    • v.31 no.6
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    • pp.52-59
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    • 2022
  • Calcium silicate based cement (CSC) is a low-carbon cement that emits less CO2 by up to 70% compared to ordinary Portland cement during its manufacture. Most developed countries have commercialized CSC, whereas Korea is still investigating the manufacturing characteristics and basic properties of CSC. This paper provides a review of methods for manufacturing CSC using domestic raw materials and discusses the possibility of CSC localization based on an evaluation of the basic physical properties of manufactured CSC. The experimental results of this study indicate that the primary mineral components of CSC were CS, C3S2 C2S, and unreacted SiO2. This suggests the possibility of manufacturing CSC using domestic raw materials that exhibit mineral compositions similar to that of theoretical CSC. The compressive strength of CSC mortar is less than 1MPa at the age of 7 d under wet curing. This implies that hydration does not affect the property development of CSC mortar. Meanwhile, during carbonation curing, the compressive strength is 56 MPa or higher after 7 d, which indicates excellent early strength development. Furthermore, results of Thermogravimetric Analysis Differential scanning calorimetry (TG/DSC) show that a significant amount of CaCO3 is formed, which is consistent with the results of previous studies. This implies that carbonation is associated significantly with the properties of CSC.