• Title/Summary/Keyword: Alkali-Silicates

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Properties of Intumescence Alkali Silicates for Building Fire-Resistant (건축용 내화 재료로서의 포비성 알칼리 규산염의 특성에 관한 연구)

  • Kang, Hyun Ju;Kang, Seung Min;Song, Myong Shin;Kim, Young Sik;Park, Jong Hun
    • Applied Chemistry for Engineering
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    • v.20 no.4
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    • pp.416-422
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    • 2009
  • The buildings constructed with steel structure are coated with certified fire resistive material to resist from fire. All the building materials lose their initial performances as time passes by, so they need some maintenance. The Sprayed Fire Resistive Material (SFRM) also loses its performance and this performance loss of the SFRM is very important because fire resistance of buildings depends on SFRM. So this study was aimed to synthesis of alkali-silicates for SFRM and to evaluate the effect of alkali-silicates, K-silicates, Na-silicates and Li-silicates, by exchange of mole ratios as basic factors, tested solubility, intumescence ratios, thermal analysis, powder X-ray diffraction, fire-resistant and heat-resistant.

Carbonation and Cl Penetration Resistance of Alkali Silicate Impregnant of Concrete (Silicate계 콘크리트 침투성 함침제의 탄산화 및 염해 저항성)

  • Song, Hun;Chu, Yong-Sik;Lee, Jong-Kyu
    • Journal of the Korean Ceramic Society
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    • v.45 no.11
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    • pp.719-724
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    • 2008
  • Every concrete structure should continue to perform its intended functions such as to maintain the required strength and durability during its lifetime. Deterioration of the concrete structure, however, occurs more progressively from the outside of the concrete exposed to severe conditions. Main deteriorations in concrete structures result from carbonation, chloride ion attack and frost attack. Concrete can therefore be more durable by applying surface protection to increase its durability using impregnants, which are normally classified into two large groups in polymeric and silicate materials. Concrete impregnants are composed of silanes and alkali silicates (sodium, potassium and lithium silicate). Thus, this study is concerned with elevating the carbonation and Cl- penetration resistance of concrete structures by applying alkali silicate hydrophilic impregnants including lithium and potassium silicates. From the experimental test results, lithium and potassium silicates produced a good improvement in carbonation resistance and are expected to be used as hydrophilic impregnants of concrete structures.

Some Interference Studies in Alkali and Alkali-Earth Metal Determination of Silicates by Atomic Absorption Spetrophotometry (원자흡광분석법에 의한 규산염중의 알칼리 및 알칼리토금속 정량시의 간섭에 대하여)

  • 박순자
    • Journal of the Korean Ceramic Society
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    • v.13 no.4
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    • pp.15-19
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    • 1976
  • Mutual interferences of alkali and alkali-earth metals in atomic absorption were examined. For determination of Na or K interfering elements increase the absorbancy, and for Ca or Mg decrease. Since influences of coexisting elements become nearly constant by addition of large amount of same coexisting element, could be use mixed standard solution for alkali or alkali-earth metal determination in the presence of other alkali and alkali-earth metals. The metals can be readily incorporated into scheme of rapid silicate analysis. Precision and accuracy are good.

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Experimental Study on the Development and Evaluation of Lt.Wt.& High Strength Composites Utilizing By-Products and Calcium Silicates for Construction Materials(1) (산업부산물 및 규산칼슘계 재료를 이용한 건재용 경량.고강도 복합체의 개발.평가에 관한 실험적 연구(기 1))

  • 박승범
    • Magazine of the Korea Concrete Institute
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    • v.6 no.4
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    • pp.141-152
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    • 1994
  • The results of an experimental study on the development and the evaluation of lightweight and high strength composites utilizing by-products and calcium silicates for construction materials are presented in this paper. The composites using early strength portland cement, by-Products( f1y ash, silica fume), silica powder, quick lime, gypsum, A1 powder and fibers(PAN-derived CF, alkali-resistance GF) were prepared using various mixing conditions. As the test results show, PAN-derived CF and alkali-resistance GF were suitable for rein-forcing fiber of the composites. And the mechanical properties,such as compressive tensile flexural strength, and toughness of Lt. Wt. fiber reinforced calcium silicates cement comp-osites were improved by increasing the fly ash and silica fume contents, and fiber contents, especially by increasing fiber contents the toughness of the composites were remarkably in-creased. Also, compressive tensile flexural strength,and toughness of the composites rein-forcing PAN-derived CF were higher than those of the composites reinforcing alkali-resistance GF..

The Microstructure and Mechanical Properties of Fiber Reinforced Calcium Silicate Hydrates (섬유보강 규산칼슘수화물 경화체의 미세조직과 기계적 특성)

  • 엄태선;최상흘
    • Journal of the Korean Ceramic Society
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    • v.34 no.5
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    • pp.491-499
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    • 1997
  • High flexible lightweight composites containing tobermorite as a main mineral is produced using various amorphous silicates, lime, cement and fibers. Here, Mechanical properties of the composites were studied by observing microstructures of hydrates and fibers. Amorphous silicates having better hydraulicity retarded the crystallization of tobermorite due to better formation of C-S-H gel in water bath curing, but, difficult conversion from C-S-H gel to tobermorite in hydrothermal reaction. In the low molar ratio of CaO/SiO2 (0.67), faster crystalization was observed dued to more impurities such as Al2O3 alkali, resulting in improving mechanical properties due to small crystal size and many contact points. It was identified that a lot of calcium silicate hydates formed at surface of pulps increase bonding strength and the crack-resistance of matrix in the composites, but decrease hardness and compressive strength. The choice of amorpous silicates having better hydraulicity, low CaO/SiO2 adding each fibers bellow about 5% in the raw mixs and lower molding pressure should be needed at improve mechanical properties of composites.

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A Study on the Effects of Fire-Resistant Coating Materials for Prevention of Concrete Spalling (콘크리트 폭렬 저감에 대한 내화 피복재의 영향에 관한 연구)

  • Jeong, Eui-Dam;Song, Myong-Shin;Kang, Hyun-Ju;Kang, Seung-Min
    • Journal of the Korean Society of Hazard Mitigation
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    • v.10 no.5
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    • pp.9-15
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    • 2010
  • Recently, the high-compressive strength concrete where the use is extending was weak in fire because of spalling that was occurring with rise of internal vapor pressure by high temperature. For preventing spalling of high-strength concrete in fire, Organic fibers have been using in concrete generally. By melting of organic fibers in concrete in fire, the internal moistures of concrete moves quickly to the outside, and so, preventing of spalling of high-strength concrete. But this method will be able to prevent the spalling of high-strength concrete, but makes the decrease of the concrete strength after fire. This study make a comparison between properties of preventing of spalling and remaining compressive strength of concrete using intumescence Alkali-Silicates fire-resistant material and that of concrete with organic fibers. Using organic fibers for preventing of spalling of concrete are P.P and Nylon fibers, and anti-fire intumescence material for protection of concrete surface is alkali-silicate materials. Fire resistance test executed as long as 3 hr under the flame temperature $1,200^{\circ}C$ over. In the case of concrete with P.P fibers, don't occurred the spalling, but the remaining compressive strength will not be able to measure, the concrete using intumescence Alkali-Silicates system fire-resistant material is not only preventing of the spalling but also the remaining compressive strength maintained until the maximum 96%.

Experimental Study on the Manufacture and the Mechanical Properties of Fiber Reinforced Calcium Silicates-Cement Composites Utilizing Fly Ash and Cement Sludge for Construction Materials(II) (플라이애쉬와 시멘트슬러지를 이용한 섬유보강 규산칼슘계 시멘트 복합체의 제조 및 역학적 특성에 관한 실험적 연구)

  • 박승범;임창덕;윤의식;김종호
    • Proceedings of the Korea Concrete Institute Conference
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    • 1995.10a
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    • pp.75-79
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    • 1995
  • The results of an experimental study on the manufacture and the mechanical properties of fiber reinforced calcium silicates-cement composites utilizing by products (fly ash or cement sludge) for construction materials are presented in this paper. As the test results show, compressive, tensile, and flexural strength, fracture toughness of fiber reinforced calcium silicates-cement composites were improved by increasing the fly ash and fiber contents, but were decreased by increasing cement sludge contents. Somehat, especially increasing fiber contents the fracture toughness of the composites were remarkably increased. Also, the mechanical properties of the composites reinforcing alkali-resistance GF were higher than those of the composites reinforcing Samoa Pulp.

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Penetration Depth and Porosity of Alkali Silicate Concrete Impregnants (알칼리 실리케이트계 침투성 표면보호제의 침투깊이 및 공극특성)

  • Song, Hun;Chu, Yong-Sik;Lee, Jong-Kyu
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.521-522
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    • 2009
  • This study is concerned with elevating the penetration depth after carbonation and porosity change of concrete structures by applying alkali silicate hydrophilic impregnants including lithium and potassium silicates.

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Valorization of bottom ash with geopolymer synthesis: Optimization of pastes and mortar

  • Froener, Muriel S.;Longhi, Marlon A.;de Souza, Fabiana;Rodriguez, Erich D.;Kirchheim, Ana Paula
    • Advances in concrete construction
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    • v.14 no.1
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    • pp.1-13
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    • 2022
  • Due to the physical-chemical characteristics of some bottom ash (BA), there are technical, economic and environmental limitations to find a destination that will add value to it. In Brazil, this residue is eventually used for filling coal extraction pits or remains in sedimentation ponds, creating a susceptible panorama to environmental issues. The geopolymers binders are one of the alternatives to the proper use high amounts of these materials. In this work, geopolymeric binder pastes were produced with BA mixed to activators with different alkali contents (expressed as %Na2O), as well as the incorporation of soluble silicates (Ms content). The production of binary geopolymeric pastes based on the use of two industrial wastes: fluid catalytic cracking (FCC) and aluminum anodizing sludge (AAS), was also assessed. The content in mass of BA/FCC and BA/AAS ranged from 100/0, 90/10; 80/20 and 70/30. Systems with soluble silicates as activator in a molar ratio SiO2/Na2O of 1.0 (Ms = 1.0) and Na2O content of 15%, showed the best results of mechanical strength (42 MPa at day 28th). The improvement is up to 5X when compared to NaOH based systems. For systems with partial replacement of BA of 10% of AAS and 20% of FCC (80/20), the presence of soluble silicates was also effective to increase compressive strength.