• Title/Summary/Keyword: cement production

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The Characteristic of Strength Development of High Volume Fly-Ash Concrete (플라이애쉬 치환율이 높은 콘크리트의 압축강도 발현 특성)

  • Park, Chan-Kyu;Lee, Seung-Hoon;Kim, Han-Jun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2007.11a
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    • pp.67-70
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    • 2007
  • In this study, the characteristic of strength development of high volume fly ash concrete(HVFAC) was experimentally investigated. The production of one ton of portland cement releases about 0.87ton of CO2 into the atmosphere. HVFAC is an emerging material technology and is environmentally friendly because of its reduced use of portland cement, reduced CO2 emissions. For this purpose, two levels of W/B were selected. Seven levels of fly ash replacement ratios and two levels of silica fume replacement ratios were adopted. In the concrete mix, the water content of 125kg/m3 was used, which is less than that of usual water content. As a result, it was observed that the slump of concrete was increased with the increasing fly ash replacement ratio and when the silica fume was incorporated into the concrete, the slump was significantly decreased at the same condition. It appeared that the compressive strength gradually decreased with increasing fly ash replacement ratio at the early age, but the difference of strength up to replacement ratio of 50% was little at the age of 91 days because of the pozzolanic reaction of fly ash.

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A Study on the Physical Properties of Recycled Fine Aggregate (by Dry and Wet Type Production formula) Mortar Using Blast Furnace Slag (고로슬래그를 사용한 건식 및 습식 재생 잔골재 모르타르의 물리적 특성에 관한 연구)

  • Shim, Jong-Woo;Lee, Sea-Hyun;Seo, Chi-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.11a
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    • pp.501-504
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    • 2006
  • Recycled aggregate mortar contains plenty of calcium hydroxide to improve the strength of blast furnace slag, although the surface mortar made of recycled aggregate deteriorates adhesion to cement paste and blast furnace slag has a low initial strength. Therefore, this study assumes that the combination with both recycled aggregate and blast furnace slag will produce a better performance. The results of the experiment show that dry mortar made of recycled aggregate provides with higher strength than wet mortar does at the 3-day and 7-day age, while lower at the 28-day age. It indicates that a large amount of cement mortar made of dry recycled aggregate has deteriorated adhesion strength. The mixes with 30% and 50% of blast furnace slag and 50% and 75% of recycled aggregate provide with much better strength at the 7-day age, although they usually have latent hydraulic property at the 28-day age. It indicates that calcium hydroxide($Ca(OH){_2}$) in recycled aggregate has affected ground granulated blast furnace slag.

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Technical and economical feasibility of using GGBS in long-span concrete structures

  • Tang, Kangkang;Millard, Steve;Beattie, Greg
    • Advances in concrete construction
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    • v.3 no.1
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    • pp.1-14
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    • 2015
  • China accounts for nearly half of the global steel production. As a waste material or a by-product in the manufacture process, a large amount of blast furnace slag is generated every year. The majority of recycled blast furnace slag is used as an additive in low-grade blended cement in China (equivalent to the UK CEM II or CEM III depending on the slag content). The cost of using ground granulated blast furnace slag (GGBS) in such low-grade applications may not be entirely reimbursed based on market research. This paper reports an on-going project at Xi'an Jiaotong-Liverpool University (XJTLU) which investigates the feasibility of using GGBS in long-span concrete structures by avoiding/reducing the use of crack control reinforcement. Based on a case study investigation, with up to 50% of CEM I cement replaced with GGBS, a beneficiary effect of reduced thermal contraction is achieved in long-span concrete slabs with no significant detrimental effect on early-age strengths. It is believed that this finding may be transferable from China to other Asian countries with similar climates and economic/environmental concerns.

A Study on the Application of Ultrasonic Testing for The Interface Integrity Evaluation between Iron and Cement of Porcelain Insulator Cap (자기애자 캡의 금구-시멘트 계면 건전성 평가를 위한 초음파법 활용에 대한 연구)

  • Yoon, Young Geun;Choi, In Hyuk;Son, Ju Am;Oh, Tae Keun
    • Journal of the Korean Society of Safety
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    • v.33 no.6
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    • pp.58-65
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    • 2018
  • The life span of the porcelain insulator was made to be 30 years, but currently many of the 154kV NGK porcelain insulators using in Korea are found to have passed the production life. Accidents caused by aged mechanical breakdown can lead to disruption of power supply in some areas, large economic losses, and casualties. Therefore, ultrasonic method, which is one of the non - destructive test methods, is applied as a method for evaluating the integrity of porcelain insulators. In this study, the experiment on the interface of cap was conducted and the difference between the energy difference and the attenuation coefficient of the reflected wave was derived according to the interface state of the steel - cement. The results of this study are expected to be used as the basic data of the ultrasonic testing to evaluate the interface condition of the porcelain insulator cap.

Development of a 3D Printing System for Construction Using an Articulated Robot (다관절 로봇을 이용한 건설용 3D프린팅 출력시스템 개발)

  • Lee, Giryun;Nho, Hyunju;Jung, Namcheol
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.11a
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    • pp.263-264
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    • 2023
  • 3D printing technology is recognized as a core technology that will lead the next generation, and is a field that can have a large ripple effect if it innovates the existing construction production method. Therefore, this study deals with the development of a 3d printing system using an articulated robot for construction purposes. In this system, ABB robot was used to control the developed cement gun accurately. The system is composed of mixer to mix cementitious materials, pump to transfer the materials, abb robot to motion control and cement gun to extrude the materials to print required construction parts. Using the system developed in this study, a suitable mix ratio of cementitious materials was found and successively printed a 1m high structure that demonstrated possibility of printing structures using 3d printer. In the future, we plan to build a foundation for automated construction through research on construction methods and materials that can be continuously layered for the system.

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Compressive Behavior of Steel Plate-Concrete Structures using Eco-Oriented Cement Concrete (친환경시멘트 콘크리트를 사용한 강판콘크리트구조의 압축거동)

  • Kang, Cheol-Kyu;Choi, Byong-Jeong;Jeoung, Beak-Seon
    • Journal of Korean Society of Steel Construction
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    • v.24 no.5
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    • pp.583-593
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    • 2012
  • The domestic research of the steel plate concrete structures have been focused on the nuclear structures requiring much strong resistance. There are many advantages in the steel plate-concrete structures such as the possibility of prefabricated production and modular construction. This research tried to establish some basic design information of SC structures toward mid to low-rise general buildings with low strength. To reduce the strength mentioned, the some of the cement in weight was replaced by the soils which are traditional and environmental oriented material where the new system can be used to general buildings. This paper studied on the compressive characteristics, effective length factors, buckling loading, steel plate buckling, and stud strength using the compression member subjected to the concentrated compression loadings.

Design of Supplementary Cementitious Materials and Unit Content of Binder for Reducing CO2 Emission of Concrete (콘크리트 CO2 저감을 고려한 혼화재 및 단위 결합재 양의 설계)

  • Yang, Keun-Hyeok;Moon, Jae-Heum
    • Journal of the Korea Concrete Institute
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    • v.24 no.5
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    • pp.597-604
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    • 2012
  • The present study assessed the $CO_2$ emissions of concrete according to the type and replacement ratio of supplementary cementitious materials (SCM) and concrete compressive strength using a comprehensive database including 2464 cement concrete specimens and 776 cement concrete mixes with different SCMs. The system studied in $CO_2$ assessment of concrete based on Korean lifecycle inventory was from cradle to pre-construction, which includes consistent materials, transportation and production phases. As the performance efficiency indicators, binder and $CO_2$ intensities were analyzed, and simple equations to evaluate the amount of $CO_2$ emission of concrete were then formulated as a function of concrete compressive strength and the replacement ratio of each SCM. Hence, the proposed equations are expected to be practical and useful as a guideline to determine the type and replacement ratio of SCM and unit content of binder in concrete mix design that can satisfy the target compressive strength and $CO_2$ reduction percentage relative to cement concrete.

An Experimental Study on the Bond Characteristic of GFRP Bars in PVA Fiber Reinforced Activated Hwangtoh Concrete (PVA 섬유보강 황토 콘크리트에 대한 GFRP 보강근의 부착성능에 관한 실험적 연구)

  • Park, Mi-Rae;Kim, Seung-Hun
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.21 no.1
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    • pp.134-141
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    • 2017
  • Many studies have been conducted with respect to the materials to replace the cement in order to reduce the carbon dioxide emissions during the cement production. Activated hwangtoh as cement replacement material goes through calcination process of $850^{\circ}C$. PVA fibers and GFRP bars are used in order to compensate for the cracks of activated hwangtoh concrete(AHC). This paper presents an experimental study investigating the bond characteristic of GFRP bars in PVA fiber reinforced AHC under tensile loads. Experimental results showed that average bond strength factor of specimens with and without PVA fiber was 2.27~2.48 and was not significantly affected by the ratio of PVA fiber andactivated hwangtoh. In addition, as the bond length was increased, the bond strength was reduced.

Strength and sulfuric acid resistance properties of cement mortar containing copper slag (동 제련 슬래그를 사용한 시멘트 모르타르의 강도 및 황산저항 특성)

  • Hong, Chang Woo;Lee, Jung-Il;Ryu, Jeong Ho
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.26 no.3
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    • pp.101-108
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    • 2016
  • Each year, more than seven hundred thousand tons of copper slag are generated in Korea as a byproduct during the production of copper. Due to the large amount of copper slag produced, there has been increased interest in the use of copper slag as a construction material. To evaluate the potential of copper slag as a construction material, laboratory evaluations were conducted in this study, and three particle shapes and replacement rates of river sand were selected as experimental variables. Strength, air-void characteristics, and sulfuric acid resistance were the three properties evaluated to assess whether copper slag can be used as a construction material. Test results indicate that the gradation of copper slag has an effect on strength, and the maximum strength was achieved when 60 % of river sand was replaced with copper slag. In addition, when compared with ordinary Portland cement mortar, replacing river sand with copper slag reduced air void size and increased sulfuric acid resistance.

Properties of Cement Mortar According to Substitution Ratio of High Calcium Fly Ash Based on Blast Furnace Slag (고로슬래그 기반 고칼슘 플라이애시 치환비율에 따른 시멘트 모르타르의 특성)

  • Cho, Seong-Woo;Mun, Kyung-Ju;Hyung, Won-Gil
    • Journal of the Korea Institute of Building Construction
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    • v.20 no.1
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    • pp.27-34
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    • 2020
  • In the industry, due to the carbon dioxide gas produced during cement production is increasing, research on recycling by-products has been actively conducted. In the industrial by-products, the high calcium fly ash(HCFA) produced by the blast-furnace in the circulating fluidized bed combustion method has a high ratio of CaO and CaSO4. In view of this, the purpose of this is to use high calcium fly ash(HCFA) as a stimulant in blast furnace slag powder and use it as a cement substitute. As a result, it is judged that the substitution ratio of HCFA should be 15% or less. In addition, although durability and strength are relatively lower than of OPC, it is considered that it can be utilized as an environmentally building material.