• Title/Summary/Keyword: green cement

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Effect of Inorganic Pigments on the Workability of Cement Mortars (무기안료가 시멘트모르터의 유동성 미치는 영향)

  • Lee Jae-Yong;Go Seong-Seok;Lee Hyun-Soo
    • Korean Journal of Construction Engineering and Management
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    • v.1 no.2 s.2
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    • pp.63-70
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    • 2000
  • Since inorganic pigment, among admixtures used for cement composites, can raise the esthetic value of a building due to its effect of coloring, it can be assumed that the quantity consumed is expected to increase in connection with the recent trend of emphasizing the beautiful sights of the city. We carried out a flow test by changing the mix proportion of the cement mortar mixed with an inorganic pigment, water-cement ratio and pigment mixing ratio in order to present the basic materials for utilizing colored cement mortars. In construction by exploring the effect of inorganic pigments on the workability of cement mortar. In case of red pigment mortar and yellow pigment mortar, the workability was found to be rapidly decreased. To secure proper workability, it is necessary to increase the amount of mixing water, or to use superplasticizer. In case of green pigment mortar, however, it recorded $-2.4{\~}6.9{\%}$, showing that there was almost no change in flow. In case of black pigment mortar, it was also confirmed that there is no need to consider workability.

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A Study on the Effect of strength improvement and $CO_2$ reduction by using Eco-concrete in construction site (에코콘크리트 현장 적용에 따른 강도 상승 효과 및 이산화탄소 절감 효과에 관한 연구)

  • Kim, Jeong-Jin;Hwang, Yin-Seong;Lee, Sang-Hyun;We, Joon-Woo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.6 no.1
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    • pp.80-87
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    • 2011
  • Blast furnance slag cement is a cement manufactured with using industrial by-product and it can reduce $CO_2$ by replacing cement when same uit volume concrete is produced. But Blast furnance slag has a short point that early strength of concrete is not good in winter season and it can be used. So, in this study, as long as replacement ratio of Blast furnance slag to original portland cement is under 30%, developed cement, ecoment, improve early strength of concrete and it applied to constructoin site. As a result, it improves 37% in terms of 1-day strength, it reduces 6.7% in terms of $CO_2$ emission when $1m^3$ concrete was produced. The importance and applicability of study wll be expected to increase cosidering global effort and green growth-strategy in country for reducing greenhouse gases.

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A Study on the Reduction of $CO_2$ Emission by the Application of Clean Technology in the Cement Industry (시멘트산업공정에서의 $CO_2$배출량 저감을 위한 청정기술 적용에 관한 연구)

  • Park, Young-G.;Kim, Jeong-In
    • Clean Technology
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    • v.16 no.3
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    • pp.182-190
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    • 2010
  • The feasibility of clean technology to minimize the $CO_2$ emission by recycling and reuse the waste materials and energy have been studied for the cement industry. A life cycle assessment (LCA) was performed for an alternative raw material-supply method to use the molted slag as the major raw material in the cement clinker manufacturing. Using this new method, a 60% of $CO_2$ could be reduced that comes out during the decarboxylation from the cement rotary kiln. The energy-efficiency improvement and the alternative energy methods that had been determined in our previous study through the environmental assessment of cement industry were applied to the study for the reduction of $CO_2$ emission. The natural gas, one of the fossil fuels, was also used as the first choice to get the result at the earliest time by the most economic and the most efficient green technology and to switch into the carbon neutral energy consumption pattern.

Physical Properties of ALC with Various Fineness of Quartzite (규석 분말도에 따른 ALC의 물리적 특성 변화)

  • Chu, Yong-Sik;Jung, Ui-Jong;Song, Hun;Lee, Jong-Kyu;Kim, Young-Gon;Kang, Dae-Gu
    • Journal of the Korean Ceramic Society
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    • v.47 no.5
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    • pp.407-411
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    • 2010
  • ALC was fabricated using cement, lime and quartzite by hydrothermal reaction. ALC has low strength and brittleness on account of inner pores. The studies for resolving these problems were driven by many researchers. Among these researches, the controls of quartzite fineness have been studied for unsuitable properties of ALC. This study experimented with variation of 90 ${\mu}m$ residue for obtain good physical properties. It was found that 90 ${\mu}m$ residue influenced on physical properties of ALC. The lower amount of 90 ${\mu}m$ residue, the higher compressive and bending strength. But the continuing decrease of 90 ${\mu}m$ residue did not cause the increase of strength. In order to application of these results in process, the states of process and hydrothermal products will be considered.

Freeze-Thaw Resistance of Alkali Activated Ternary Blended Cement Incorporated with Ferronickel Slag (알칼리 활성화제를 첨가한 페로니켈슬래그 혼입 삼성분계 콘크리트의 동결융해 저항성)

  • Cho, Won-Jung;Park, Kwang-Pil;Ann, Ki-Yong
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.2
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    • pp.159-167
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    • 2022
  • The present study assessed the micro structure and durability characteristics of ternary blended cement with different types of alkali activators. Ground granulated blast furnace slag(GGBS) and ferronickel slag(FNS) was replaced until 50 % of the weight of cement. In addition, potassuim hydroxide and sodium hydroxide were used for comparing the properties of different type of alkali activator. Ternary blended cement with alkali activators showed higher peak portlandite peak than that of OPC(Ordinary Portlande Cement) and non activated ternary blended cement. Also, there was no new hydration products in ternary blended cement or/and alkali activators. Based on the mercury intrustion porosimetry(MIP) test result, ternary blended cement increased macro pore while alkali activated ternary blended cement modified pore structure and increased microp pore as compared to OPC as control. Combination with alkali activators is desirable to enhance the compressive strength and freeze thaw resistance.

Effect of Limestone Fineness on Physical Properties and Environmental Impact of Cement (석회석의 분말도가 시멘트의 물리적 특성 및 환경에 미치는 영향)

  • In-Gyu Kang;Jin-Man Kim;Sang-Chul Shin;Geon-Woo Kim;Tae-Yun An
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.12 no.1
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    • pp.82-93
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    • 2024
  • Since the cement industry generates more than 60 % of CO2 during the clinker production process, supplementary cementitious materials are used worldwide to reduce CO2 efficiently. Mainly used supplementary cementitious materials such as blast furnace slag and fly ash, which are used in various industries including the cement industry, concrete admixtures, and ground solidification materials. However, since their availability is expected to decrease in the future according to the carbon neutrality strategy of each industry, new supplementary cementitious materials should be used to achieve the cement industry's goal for increasing the additive content of Portland cement. Limestone is a material that already has a large amount in the cement industry and has the advantage of high grinding efficiency, so overseas developed countries established Portland limestone cement standards and succeeded in commercialization. This study was an experimental study conducted to evaluate the possibility of utilizing domestic PLC, the effect of fineness and replacement ratio on the physical properties of cement was investigated, and the environmental impact of cement was evaluated by analyzing CO2 emissions.

COLOR CHANGE WITH CEMENT THICKNESS AND COLOR SHIFT PATTERN OF EACH SHADE ERIES IN GI CEMENT (두께에 따른 GI Cement의 색상 변화 및 각 Shade 내의 색상 변화 추이도)

  • Park, Ki-Yeon;Shin, Dong-Hoo
    • Restorative Dentistry and Endodontics
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    • v.22 no.2
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    • pp.622-636
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    • 1997
  • Glass ionomer cements, which had been developed in 1972, were widely used as an agent for cementation, base, pit and fissure sealant, and esthetic filling material with the advantages of excellent biocompatibility, anti-cariogenic fluoride release. Specimens were made to evaluate the color change of Glass ionomer cement with a newly developed improved Fuji II Le. Specimens for color change study with cement thickness of 1, 2, 3mm were made and those for the study of color shift pattern were made with the assumption that new mid-shade can be made by mixing of equal amount of both shades in 2mm thickness. After 24 hours in a $37^{\circ}C$ incubator, CIELAB color spaces were evaluated with a spectrophotometer. The results were as follows ; 1. All specimens discolored to dark and blue with an increased thickness in all shades (p<0.05). 2. There were significant $a^*$ space (red-green direction) changes in every A, B, C, D shade series except the relationship between 1mm and 2mm thickness groups in B shade series. But the changes were irregular, i.e., each shade series has its own pattern. 3. Each shade series showed its own specific color shift pattern in all $L^*$, $a^*$, $b^*$ spaces. 4. B shade series showed less amont of changes in ${\Delta}{\pm}E$ than those of A and C shade series (p<0.05), but there was no significant difference in ${\Delta}E$ within each shade series.

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Durability Properties and Microstructure of Ground Granulated Blast Furnace Slag Cement Concrete

  • Divsholi, Bahador Sabet;Lim, Tze Yang Darren;Teng, Susanto
    • International Journal of Concrete Structures and Materials
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    • v.8 no.2
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    • pp.157-164
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    • 2014
  • Ground granulated blast-furnace slag (GGBS) is a green construction material used to produce durable concrete. The secondary pozzolanic reactions can result in reduced pore connectivity; therefore, replacing partial amount of Portland cement (PC) with GGBS can significantly reduce the risk of sulfate attack, alkali-silica reactions and chloride penetration. However, it may also reduce the concrete resistance against carbonation. Due to the time consuming process of concrete carbonation, many researchers have used accelerated carbonation test to shorten the experimental time. However, there are always some uncertainties in the accelerated carbonation test results. Most importantly, the moisture content and moisture profile of the concrete before the carbonation test can significantly affect the test results. In this work, more than 200 samples with various water-cementitious material ratios and various replacement percentages of GGBS were cast. The compressive strength, electrical resistivity, chloride permeability and carbonation tests were conducted. The moisture loss and microstructure of concrete were studied. The partial replacement of PC with GGBS produced considerable improvement on various properties of concrete.

Sustainable construction material using nanosilica and multi-walled carbon nanotubes in cement concrete

  • Breetha Yesudhas Jayakumari;Elangovan Nattanmai Swaminathan;Pachaivannan Partheeban
    • Advances in nano research
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    • v.16 no.5
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    • pp.459-472
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    • 2024
  • Nanotechnology is a popular field in the construction industry due to its multiple functions. It mitigates CO2 emissions and enhances the desirable properties of concrete by replacing small amounts of cement with supplements. This study assess the sustainability impact of using two different nanoparticles partially replacing the cement with 0.3%, 0.6%, 1.0% of nano silica (NS) and 0.03%, 0.045%, 0.06% of Multi-Walled Carbon Nanotubes (MWCNT) in the green concrete mix developement. Nano-sized fragments at the atomic scale tends to modify the properties of concrete. Concrete may increase its strength, durability by adding nanocomposite materials, which will decrease the amount of nano and micropores in structural parts. The strength of the structural elements can be greatly improved and allowing them to withstand higher loads and resist deformation. It improved durability properties by 64.8% in water absorption, 56.4% in acid attack, 78.1% in sulphate attack, and 53.4% in chloride attack. There was an improvement in compressive strength of 37% and split tensile strength of 90%. SEM, FTIR, and XRD investigations have used to look at the microstructural characteristics of nanoconcrete dictated the microstructure characteristics may be made more consistent and dense by adding nanocomposite materials.

Fresh and hardened properties of concrete containing cold bonded aggregates

  • Thomas, Job;B., Harilal
    • Advances in concrete construction
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    • v.2 no.2
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    • pp.77-89
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    • 2014
  • The properties of fresh and hardened concrete made using three types of artificial cold bonded aggregates are determined. The properties, namely, slump, water absorption, compressive strength and splitting tensile strength of concrete containing artificial aggregate are reported. The variables considered are aggregate type and water-to-cement ratio. Three types of cold bonded aggregates are prepared using fly ash and quarry dust. The water-to-cement ratio of 0.35, 0.45, 0.55 and 0.65 is used. The test result indicates that artificial aggregates can be recommended for making the concrete up to a strength grade of 38 MPa. The use of quarry dust in the production of artificial aggregate mitigates environmental concerns on disposal problems of the dust. Hence, the alternate material proposed in this study is a green technology in concrete production.