• Title/Summary/Keyword: hydration of cement

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Effects of carbonation on hydration characteristics of ordinary Portland cement at pre-curing condition

  • Kim, Gwang Mok
    • Journal of Urban Science
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    • v.11 no.1
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    • pp.21-28
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    • 2022
  • Raman spectroscopy is effective to investigate functional groups via molecular vibration. The technique offers the structural information of compounds including subtle changes in the chemical composition of local atomic coordination without critical damage. Thus, the effect of carbonation on the hydration characteristics of Portland cement under pre-curing conditions for carbonation was investigated via Raman spectroscopy in the present study. Gaseous CO2 was injected within 60 seconds, and the reaction time was varied from 0 minute to 90 minutes. The test results indicated that the Ca/Si ratio of C-S-H reduced immediately after mixing and then the C-S-H with a relatively high Ca/Si ratio coexisted as the reaction time increased. The calcium carbonates formed in the present study included calcite and amorphous calcium carbonates. The test results via Raman spectroscopy provide valuable information about the carbonation characteristics of OPC under pre-curing conditions for carbonation.

A Study on The Hydration Heat Characteristics of non-fired Hwangto Substituted Concrete (비소성 황토 치환 콘크리트의 수화열 발현 특성 고찰)

  • Park, Min-Han;Suh, Dong-Kyun;Lee, Yae-Chan;Kim, Gyu-Yong;Nam, Jeong-Soo;Lee, Tae-Gyu
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.11a
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    • pp.34-35
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    • 2021
  • In this study, we compared and analyzed hydration heat of the Concrete(NC) and non-fired Hwangto Concrete(HT). The Concrete(NC) was based on the mix that showed 30, 45 MPa on compressive strength on 28th and Only cement was used to make it. and We substituted 30% of weight of unit cement to non-fired Hwangto to create non-fired Hwangto Concrete(HT).

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Thermal Crack Control of SRC Pier Using Low-Heat Portland Cement (저열 포틀랜드 시멘트 적용을 통한 SRC 교각 온도균열 제어)

  • 김태홍;하재담;유재상;이종열
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.297-302
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    • 2001
  • SRC pier at KTE 6-1 construction area is a very important structure. Precise control of quality is needed. This pier has 3.50m$\times$3.73m section and 38.20m length. So this structure must be treated as mass concrete and thermal crack caused by hydration heat should be controled. In this project belite cement concrete is used to control the thermal crack. As a result of adapting belite cement concrete perfect control is achieved. Finally, hydration heat FEM analysis of horizontal element is executed for Ordinary Portland Cement concrete and belite cement concrete. In comparison of two results, it is confirmed that using low heat portland cement concrete is necessary.

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Synthesis of High-Performance Polycarboxylate(PC)-Type Superplasticizer, and Its Fluidity and Hydration Behavior in Cement Based-System (폴리카복실레이트계 고성능 유동화제의 합성과 시멘트계 내의 유동 및 수화 반응 거동)

  • Shin, Jin-Yong;Chae, Eun-Jin;Hong, Ji-Sook;Suh, Jeong-Kwon;Hwang, Eui-Hwan
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05b
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    • pp.77-80
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    • 2006
  • Graft copolymerized polycarboxylate(PC)-type superplasticizers(PCs) which have carboxylic acid with $\pi$ bond among the molecular structure and polyethyleneglycol methyl ether methacrylate(PMEM) were synthesized by free radical reaction and investigated the chemical structure, polymerization condition, and physical and chemical properties. Also, the effects of PCs in the dispersion, adsorption and hydration of cement were evaluated. As the molecular weight of graft chain decreases, the adsorption amount on cement particles increased. It was advantageous for the flow to reduce molar ratio, the lower the side bone molecular weight, and increase the molar ratio, the larger the side bone molecular weight. The hydration reaction speed was highly delayed at day 1, due to increase in molar ratio and reduction in side bone molecular weight, but it was recovered in the days after.

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Hydration Characteristics of Liquid Red Mud Mixed Cement Paste Neutralized with Sulfuric Acid (황산으로 중화시킨 액상 레드머드를 혼입한 시멘트 페이스트의 수화특성)

  • Kang, Suk-Pyo;Hong, Seong-Uk;Kim, Sang-Jin;In, Byung-Eun
    • Journal of the Korea Institute of Building Construction
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    • v.22 no.5
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    • pp.431-439
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    • 2022
  • In this study, Neutralized red mud(LRM+S) at a pH of 6-8 was prepared by adding sulfuric acid to liquefied red mud(LRM) at a pH of 10~12. After adding LRM and LRM+S to the cement paste, the hydration heat, compressive strength, and hydration products were examined. The observed accumulated hydration heat revealed that the calorific value of the cement paste with LRM was low and its and peak was delayed when compared with that of plain cement paste(referred to as Plain), whereas the calorific value of the cement paste with LRM+S was similar to that of Plain. At the age of 28 days, the compressive strength of the cement paste with 20% LRM was 55% of the strength of Plain. Using X-ray diffraction, it was determined that the cement paste with 20% LRM exhibited a Ca(OH)2 peak after 3 days, whereas the cement paste with 20% LRM+S and Plain exhibited a Ca(OH)2 peak after an hour. Thus, the strength degradation of cementitious materials was improved by adding neutralized red mud prepared by adjusting the pH of highly alkaline LRM with sulfuric acid.

The Experimental Study on the Heat Hydration Properties of Concrete According to Binder Conditions (결합재 조건에 따른 콘크리트의 수화발열 특성에 관한 연구)

  • Choi, Sung-Woo;Jo, Hyun-Tae;Ryu, Deuk-Hyun
    • Journal of the Korea Concrete Institute
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    • v.18 no.6 s.96
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    • pp.769-776
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    • 2006
  • Recently, owing to the development of industry and the improvement of building techniques, concrete structures are becoming larger and higher. In hardening of these large connote structures, the heat of hydration gives rise to considerable thermal stress depending on the size and environmental condition of concrete, which might cause thermal cracking. Especially, the crack may cause severe damage to the safety and the durability of concrete structure. This study investigates the thermal properties of concrete according to several binder conditions, such as OPC, Belite rich cement(BRC), slag cement(SC), blast furnace slag(B) added cement fly ash(F) added cement and blast-furnace-slag and fly ash added cement. As a result of this study, the properly of concrete is most better BRC than others, and fly ash(25%) added cement and BFS(35%)-fly ash(15%) added cement gets superior effect in the control of heat hydration. But synthetically considered properties of concrete, workablity, strength heat hydration, etc, it is more effective to use mineral admixture. Especially, to be used Blast Furnace slag is more effective.

Effect of Nano-sized Calcium-silicate-hydrate (C-S-H) Crystals on Cement Hydration (나노 크기 칼슘-실리케이트-하이드레이트(C-S-H) 결정이 시멘트 수화에 미치는 영향 분석)

  • Gyeong-Tae Kim;Su-Ji Woo;Sung-Won Yoo;Young-Cheol Choi
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.11 no.2
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    • pp.153-160
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    • 2023
  • In this study, nano-sized C-S-H crystals were synthesized using the liquid phase reaction method and their properties were investigated. The synthesized C-S-H crystals were added to the cement composite in suspension form to determine their effect on the hydration properties of the cement. The amount of chemical admixture was varied to obtain nano-sized C-S-H crystals with optimal agglomerated morphology, and SEM photographs were analyzed. A cleaning process was added to remove harmful substances other than the synthesiz ed C-S-H crystals. It was found that the concentration of harmful substances was reduced in the case of C-S-H crystals subjected to the cleaning process. The synthesized C-S-H suspensions were prepared with and without the cleaning process, and cement composites were prepared with the cement weight content as the main variable. The effect of C-S-H crystals on the initial hydration properties of the cement was confirmed by microhydration heat analysis. In addition, mortar specimens were prepared to measure the compressive strength over time. The test results showed that the nano-sized C-S-H crystals act as nucleation sites in the cement paste to promote the early hydration of the cement and increase the early compressive strength.

Early Strength and Properties of EVA Powder Modified High Strength Concrete (EVA Powder 개질 고강도 콘크리트의 초기강도 및 수밀특성)

  • Kim, Young-Ik;Sung, Chan-Yong
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2005.10a
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    • pp.123-127
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    • 2005
  • EVA Powder modified high strength concretes were prepared by varying polymer/binder mass ratio with a constant water/binder mass ratio of 0.3. The effect of EVA powder on the slump, hydration heat, compressive and flexural strength, toughness and water absorption ratio was studied. In hydration heat test, temperature of hydration reaction displayed almost fixed level regardless of containing rate of EVA powder, but peak time of hydration reaction displayed late inclination as containing rate of powder increases. With the same water/binder mass ratio, the compressive strength and water absorption of EVA powder modified concretes decreased slightly when EVA powder was added and the flexural strength of EVA powder modified concretes rised slightly when EVA powder was added. Also, the toughness of the modified concretes can be improved markedly. The interpenetrating structure between the polymeric phase and cement hydrates formed at a $2{\sim}6%$(containing rate of EVA powder). The properties of the polymer modified concretes were influenced by the polymer film, cement hydrates and the combined structure between the organic and inorganic phases.

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Application of Impedance Spectroscopy to Cement-Based Materials: Hydration of Calcium Phosphate Bone Cements

  • Kim, Sung-Moon;Hwang, Jin-Ha
    • Journal of the Korean Ceramic Society
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    • v.43 no.3 s.286
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    • pp.156-161
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    • 2006
  • Impedance spectroscopy was applied to the initial hydration of calcium phosphate bone cements in order to investigate the electrical/dielectric properties. Hydration or equivalently setting was monitored as a function of the amount of water and initial powder characteristics. Higher amounts of water produced more open microstructures, leading to higher conductivity and enhanced dielectric constant. The effects of the initial characteristics in the powder were investigated using bone cement powder prepared with and without granulation. Granulated powder exhibited a significant change in resistance and produced a higher dielectric constant than those of conventional powder. Through a simplified modeling, the effects of thickness in reaction products and pore sizes were estimated by the frequency-dependent impedance measurements. Furthermore, impedance spectroscopy was proven to be a highly reliable tool for evaluating the continuous change in pore structure occurring in calcium phosphate bone cements.

Hydration Heat Analysis of Mass Concrete according to FAC and CGS Replacement Rates (FAC 및 CGS 치환율에 따른 매스 콘크리트의 수화열 해석)

  • Kim, Su-Hoo;Beak, Sung-Jin;Han, Soo-Hwan;Han, Jun-Hui;Kim, Jong;Han, Min-Cheol
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2022.04a
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    • pp.158-159
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    • 2022
  • This study analyzed the temperature stress through mixtures mass concrete hydration heat analysis according to the replacement rates of FAC and CGS. As a result of the analysis, it was possible to confirm the effect of reducing hydration heat when CGS is substituted for the low heat mixture of mass concrete. However, the stress of the FAC+CGS combination exceeded the tensile stress. It is believed that it is necessary to apply the insulating sheet of the surface part and reduce the unit weight of cement.

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