• Title/Summary/Keyword: pozzolan

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Flexural Behavior of Hwangtoh Concrete Beams with Recycled PET Fiber (재생 PET섬유가 혼입된 황토 콘크리트 보의 휨 거동)

  • Kim, Sung-Bae;Nam, Jin-Won;Yi, Na-Hyun;Kim, Jang-Jay-Ho;Choi, Hong-Shik
    • Journal of the Korea Concrete Institute
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    • v.20 no.5
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    • pp.619-626
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    • 2008
  • There have been numerous studies to develop eco-friendly concrete. The attempt to reduce the amount of cement usage is suggested as one of the solutions for eco-friendly concrete. To reduce the amount of cement usage, the pozzolan-reaction materials such as ground granulated blast furnace slag, fly ash, and meta kaolin are widely used as the mineral admixture. Hwangtoh which deposited broadly in Korea is a well known eco-friendly material and the activated Hwangtoh with pozzolan-reaction can be practically used as a mineral admixture of concrete. Meanwhile, PET fiber made of recycled PET bottle is a type of recycled material, which can be used to control micro cracks in concrete. But the study about concrete mixed with recycled PET fiber is insufficient and the research of Hwangtoh concrete mixed with PET fiber is urgently needed presently. In this study, experiment and analysis flexural behavior of Hwangtoh concrete blended with recycled PET fiber are carried out. The results are discussed in detail.

Drying Shrinkage of High-Volume Fly Ash Concrete (High-Volume 플라이애쉬 콘크리트의 건조수축특성)

  • 최석균;이광명;이진용
    • Proceedings of the Korea Concrete Institute Conference
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    • 1999.10a
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    • pp.195-198
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    • 1999
  • Fly ash is the most common artificial pozzolan, which is a material precipitated electrostatically from the exhaust gases of coal-fired power stations. Fly ash can be used as the supplementary material as well as the material for high performance concrete and hence, the development of high-volume fly ash concrete is imperative. In this study, the characteristics of drying shrinkage of high volume fly ash concrete is investigated. It is found from test results that as the replaced amount of fly ash in concrete is increased, drying shrinkage of concrete is reduced.

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A Study on Durable Concrete for Marine Environment with Flowing Property (고유동의 내해수성 콘크리트에 관한 연구)

  • 최광일;박춘근;하재담;정해문;강민호;김종우
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.04a
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    • pp.292-297
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    • 1997
  • Concrete structure which placed aggressive marine environment must have proper durablity. Portland cement type V has been used for this purpose. However, besides this, flowability was required in specific part. (highly congested reinforced part, hard to vibrating part, etc.) For this purpose concrete mixtures were made with potland type V and specific amount of pozzolan material and tested structural properties including flowabilily and durability.

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Evaluation of the Utilization of Porous Admixtures for Fixing Silane-Siloxane in Cement Mortar (시멘트 모르타르 내 실란-실록산 고정을 위한 다공성 혼화재료의 활용성 평가)

  • Yoon, Chang-Bok
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.67-68
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    • 2023
  • After mixing the pozzolan-based powder and water repellent with porosity into the cement mortar, microanalysis and measurement of the water repellent contact angle confirmed that the NZS specimen using natural zeolite had the highest contact angle. The specific surface area is increased due to the porosity of natural zeolite, so the adhesion of silane-siloxane is relatively better than that of FA, and it is judged to have a uniform distribution inside the mortar.

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Performance of Magnesia Cement Using MgCO3 and Serpentine

  • Lee, Jong-Kyu;Soh, Jung-Sub
    • Journal of the Korean Ceramic Society
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    • v.53 no.1
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    • pp.116-121
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    • 2016
  • The amount of carbon dioxide ($CO_2$) released while producing building materials is substantial and has been targeted as a leading contributor to global climate change. One of the most typical methods of reducing $CO_2$ in building materials is the addition of slag and fly ash, like pozzolan material another method is to reduce $CO_2$ production by developing carbon negative cement. MgO-based cement from the low-temperature calcination of magnesite required less energy and emitted less $CO_2$ than the manufacturing of Portland cements. It is also believed that adding reactive MgO to Portland-pozzolan cements can improve their performance and also increase their capacity to absorb atmospheric $CO_2$. In this study, basic research on magnesia cement using $MgCO_3$ and magnesium silicate ore (serpentine) as the main starting materials, as well as blast furnace slag for the mineral admixture, was carried out for industrial waste material recycling. In order to increase the overall hydration activity, $MgCl_2$ was also added. In the case of the addition of $MgCl_2$as accelerating admixture, there was a promoting effect on the compressive strength. This was found to be due to the production of needle-like dense Mg-Cl hydrates. Mgnesia cement has a high viscosity due to its high specific surface area therefore, when the PC-based dispersing agent was added at a level of more than 1.0%, it had the effect of improving fluidity. In particular, the addition of $MgCl_2$ in magnesia cement using $MgCO_3$and magnesium silicate ore (serpentine) as main starting materials led to a lower expansion ratio and an increase in the freeze-thaw resistance finally, the addition of $MgCl_2$ as accelerating admixture led to good overall durability.

Improvement on the Properties of Recycled Aggregate Concrete Using Pozzolanic Materials (포졸란 재료를 사용한 순환골재 콘크리트의 품질 개선)

  • Moon, Dae-Joong;Kim, Wan-Jong;Kim, Hak-Soo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.5 no.1
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    • pp.117-124
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    • 2010
  • The aggregate, which does not satisfy the standard of KS F 2573, was selected for this investigation. The 28day compressive strength of recycled aggregate concrete without pozzolan material was 21.7MPa, which was less than the strength of concrete made with crushed stone. However, the compressive strength at 28 days was improved by mixing early rapid hardening cement to the cement at the weight ratio of 2.5%. Furthermore, the compressive strength at 91 days and 180 days increased significantly by adding fly ash, slag powder, and diatom powder. The tensile strength of recycled aggregate concrete with pozzolan material also increased about 40% compared to the general concrete. Futhermore, the shrinkage and creep of recycled aggregate concrete with fly ash and slag powder was a little decreased that of recycled aggregate concrete with fly ash and diatom powder. Relationship between compressive strength and creep coefficient was shown to the linear relation like as ${\sigma}_c=-30CF+404$.

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Mechanical Properties and Flexural Behavior of Recycled PET Fiber Reinforced Eco-Friendly Hwang-toh Concrete (재생 PET 섬유로 보강된 친환경 황토 콘크리트의 역학적 특성과 휨 거동)

  • Kim, Sung-Bae;Yi, Na-Hyun;Kim, Hyun-Young;Kim, Jang-Ho Jay
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.14 no.3
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    • pp.152-159
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    • 2010
  • Recently, the public interest in eco-friendly material and structure has been increasing and many Hwang-toh researches are being actively performed. Hwang-toh is one of the traditional environment friendly construction materials used as a construction and plastering material. Hwang-toh has many advantages as construction material due to its high heat storage capacity, auto-purification, antibiotic ability, and infrared ray emission characteristics. But, currently it has not been developed into construction material and used in modern construction due to its low strength and dry shrinkage cracking prone characteristics. According to the recent researches and study results, Hwang-toh can be used as a natural pozzolanic material like fly-ash or pozzolan. In this study, mechanical properties and structural flexure behavior experiments of slag, recycled PET fiber, and Hwang-toh added concrete are carried out. The test results showed that drying shrinkage of concrete mixed with Hwang-toh has lower compressive strength and elastic modulus than those of control cement concrete specimen, but it has the similar flexural behavior in reinforced concrete beams.

Experimental investigation on the effect of cementitious materials on fresh and mechanical properties of self-consolidating concrete

  • Shariati, Mahdi;Rafie, Shervin;Zandi, Yousef;Fooladvand, Rouhollah;Gharehaghaj, Behnam;Mehrabi, Peyman;Shariat, Ali;Trung, Nguyen Thoi;Salih, Musab N.A.;Poi-Ngian, Shek
    • Advances in concrete construction
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    • v.8 no.3
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    • pp.225-237
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    • 2019
  • Although applying self-consolidating concrete (SCC) in many modern structures is an inevitable fact, the high consumption of cement in its mixing designs has led to increased production costs and adverse environmental effects. In order to find economically viable sources with environmentally friendly features, natural pozzolan pumice and blast furnace slag in 10-50% of replacement binary designs have been investigated for experiments on the properties of fresh concrete, mechanical properties, and durability. As a natural pozzolan, pumice does not require advanced equipment to prepare for consumption and only needs to be powdered. Pumice has been the main focus of this research because of simple preparation. Also to validate the results, in addition to the control specimens of each design, fly ash as a known powder has been evaluated. Moreover, ternary mixes of pumice and silica fume were investigated to enhance the obtained results of binary mixes. It was concluded that pumice and slag powders indicated favorable performance in the high percentage of replacement.

Experimental Study on Physical Properties and Water Absorption Resistance Evaluation of Cement Mortar Incorporating Inorganic Metal Salt-based Water Repellent Powder (무기물 금속염계 발수분체를 혼입한 시멘트 모르타르의 물리적 특성 및 수분흡수저항성에 대한 실험적 연구)

  • Lee, Won Geun;Yoon, Chang Bok
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.4
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    • pp.609-616
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    • 2021
  • In this experimental, water-repellent powder, which is a metal salt-based inorganic substance, and natural zeolite powder, which is a pozzolan-based material, were mixed into cement mortar, and their physical properties and resistance to moisture were confirmed. It was confirmed that the test specimen using natural zeolite at the same time had excellent resistance in the water permeation test and the chloride penetration test as compared with the test specimen in which the inorganic metal salt-based water-repellent powder was mixed alone. When a metal salt-based water-repellent powder is used, it cannot be uniformly dispersed inside water due to its insoluble property, and is limited to the surface. When used at the same time as natural zeolite, the setting time at the initial stage of hydration is fast due to the pozzolan reaction, and the water-repellent powder adheres to the porous of the natural zeolite and is evenly distributed inside the test specimen to generate some water resistance.

A Study on Preventive Methods Against Concrete Corrosion by Sea Water of the of West Sea (서해조수에 의한 콘크리트의 부식 방지법에 관한 연구)

  • 고재군
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.14 no.2
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    • pp.2622-2633
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    • 1972
  • This study was attempted in order to search for phyosical properties on various mix designs of concrete as ne of studies relating top revention against corrosion by action of sea water in the West Sea. In this study, as concerete mix design, fly ash, pozzolith and vinsolresin were used as admixtures for normal portland cement respectively, and pozzolan cement and normal cement were also used for each plain concrete. Concrete specimens were made and cured in accordance with the Korean Standard Specifications for concrete. In thetest, compressive strengths of the specimens were measured at the following ages; 7-day, 28-days and 3-months. Absorption test was made by immersing the specimens in water kept at boiling temperature for 5 hours. The results obtained from the tests are summarized as follows; 1. The use of fly ash as an admixture in mix design of concrete, has an effect on compressive strength at each age. But it is actually not effective on absorption by concrete, as the result of the fly ash concrete is almost the same at that of ordinary plain concrete. 2. The use of pozzolith as an admixture in mix design of concrete, has an effect on both of compressive strength at each age and absorption rate. The pozzolith is more effective than vinsol resin, relating to improvement for physical proreties of concrete. 3. The use of vinsol resin as an admixture in mix design of concrete, has also an effect on both of compressive strength at each age and absorption rate. As the above fact, effectiveness of the vinsol resin is some what lower than pozzolith, as far as physical properties of the concrete are concerned. 4. Plain concrete used pozzolan cement only is the most effective on both of strength at each age and absorption rate in this study. The pozzolan cement is characteristic of higher strenth as the age is later. 5. Relationship between compreessive strengths and absorption rates of the concrete is shown by a different regression line dependingon ages. The gradient of the regression line is steeper as the age is later. 6. Throught physical test, it may be expected that the use of pozzolith and vinsol resinas asan admixture respectively will be better resistant than fly ash or ordinary plain concrete and that plain pozzolan concrete will also be the best resistant to action of sea water due to improvement of theirphysical properties.

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