• Title/Summary/Keyword: 혼화

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A Study on Optimum Proportion of FA and BS for Ternary Cement (3성분계 시멘트에서 FA 및 BS의 최적혼합비율 도출에 관한 연구)

  • Han, Cheon-Goo;Park, Sung-Bae
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.2
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    • pp.143-148
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    • 2016
  • The aim of research is inducing the optimum proportion of fly ash(FA) and blast furnace slag(BS) for ternary cement. In this research, hence, the fundamental properties of mortar mixtures were evaluated depending on various proportion of FA and BS. The results of the experiment, within the scope of the study, obtained the following conclusions. Flow of the mixtures was increased with addition of binary supplementary cementitious material(SCM), and especially, portion of FA. The air content of the mixtures was increased with addition of binary SCMs, while it was decreased with increased FA content. In the case of unit mass, increased value was obtained due to the increased air content within 25 to 45% of binary SCM content, while it was increased within 65 to 100% of binary SCM up to only 20% of FA content and decreased more than 20% of FA because of the low density of FA. The setting time of the mixtures was delayed with addition of binary SCM and FA. In the case of compressive strength, at 91-day age, the highest value was obtained with 25 and 45% of binary SCM with the proportion of FA to BS of 40 to 60. Therefore, based on the compressive strength, it is considered that the binary SCM content of 25 and 45% with the proportion of FA to BS of 2 : 3 is the most favorable conditions in this research scope.

Estimation of Long-term Aging Compressive Strength Through Non-Destructive Testing of Concrete Structure Using Mineral Admixtures (혼화재를 사용한 콘크리트 구조체의 비파괴 시험에 의한 장기재령 압축강도 추정)

  • Kim, Jeong-Sup;Shin, Yong-Seok;Lee, Chang-Hyun;Lee, Seung-Jung;Kim, Kwang-Seok
    • Journal of the Korea Institute of Building Construction
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    • v.11 no.5
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    • pp.426-434
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    • 2011
  • Recently, the use of mineral admixtures in concrete has been studied in many laboratories, and been applied in the field. But the non-destructive testing equation proposed in Japan for normal strength concrete has been used to determine compressive strength, because there has been a lack of systematic research on the compressive strength of concrete using mineral admixtures. For this reason, it is essential to suggest a non-destructive testing equation to estimate the compressive strength of concrete using mineral admixtures. Therefore, this study made a cylindrical specimen and core tube specimen of concrete using a mineral admixture, and suggested a strength estimation of long-term age (4 years) through non-destructive and destructive tests. The results of the research are as follows. Comparing error rates between conventional suggested equations and this estimated equation shows some differences by age, but the error rate of this study was reduced to 0.3 %~115.0 % compared to conventional equations by re-bound hammering, 0.2 %~22.8 % by the ultrasound velocity method and 0.5 %~102.3 % by complex method. Accordingly, it is judged to be suitable for assessing the compressive strength of concretes using mineral admixtures.

A Study on the Estimation of Strength Nondestructive Test of the Admixture Concrete (혼화콘크리트의 비파괴 강도 추정에 관한 연구)

  • Kim, Jeong-Sup;Shin, Yong-Seok;Kim, Pan-Sun;Cho, Cheol-Hee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.9 no.4
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    • pp.217-226
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    • 2005
  • This study made member specimen for taking specimen, core with the concrete mixing normal concrete, admixture and conducted the same air curing as field conditions. After performing destructive and nondestructive test by age, estimate expression was suggested by analyzing correlations between compressive strength, rebound number and ultrasonic pulse velocity and the results are as follows. As a result of comparing error rate of existing expressions and this estimation expression, error rate of this estimation is reduced compared to existing expressions and has higher reliability. When conventional concrete expression is applied to admixture concrete, error rate occurs and then this study suggests the estimation expressions depending on types of admixture concrete.

Ultrasonic Spray Nozzle System with Piezoelectric Device for Chemicals Dispersion (압전체를 이용한 약품 분사용 초음파 분사 노즐 시스템)

  • 고재석;김용현;김형수;조순행;최승철
    • Journal of the Microelectronics and Packaging Society
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    • v.10 no.4
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    • pp.65-71
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    • 2003
  • A new type of ultrasonic spray nozzle was fabricated employing a piezoelectric device. The spray nozzle was designed to disperse chemicals in a water treatment mixing tank. The piezoelectric properties in ultrasonic spray nozzles were optimized to improve the dispersion of chemicals. The piezoelectrics were packaged in an aluminum case with silicone resin for the aqueous solution proof packaging. Chemicals were dispersed with high efficiency and the chemicals consumption was reduced by the ultrasonic fine particle spraying. The concentration of Escherichia coli in mixing tank was decreased remarkably using ultrasonic spray nozzle dispersion compared to the conventional methods.

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An Experimental Study on the Properties of Admixtures for Concrete (콘크리트용 혼화재의 특성에 관한 실험적 연구)

  • Bae, Su-Ho;Chung, Young-Soo;Park, Kwang-Su;Lee, Joon-Gu
    • Magazine of the Korea Concrete Institute
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    • v.11 no.2
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    • pp.115-125
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    • 1999
  • The purpose of this experimental research is to investigate the properties of workability and strength of the concrete containing admixtures such as silica fume, fly ash, ground granulated blast-furnace slag, and rice husk ash. For this purpose, the workability and the strength of the concrete containing each admixture were tested and analyzed according to the unit weight of binder and the replacement ratio of each admixture. As a result, considering their workability and strength, the existence of minimum binder weight and optimum replacement ratio of concrete containing admixture to plain concrete were obtained for each admixture.

Strength properties of Cement Mortar by the Nano admixture of dry process and wet process (건식 및 습식 나노 혼화재를 사용한 시멘트 모르타르의 강도 특성)

  • Kim, Yeon-Hee;Choi, Eung-Kyoo;Park, Jong-Keun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.12 no.3
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    • pp.1452-1457
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    • 2011
  • Strength properties of cement mortar was carried out silica fume(SF) and Titanium Dioxide($TIO_2$) by nano admixture of dry process and wet process. Experimental parameters were Nano admixture as the dry process and wet process 5, 10, 15 or 20%. As a result, strength properties of cement mortar by silica fume(SF) and Titanium Dioxide($TIO_2$) were similar and in a comparative experiment of the dry process and wet process Nano admixture using wet process Nano admixture showed a greater strength properties.

Effects of Admixtures in Properties of Polymer Cement Mortar for Concrete Repair (혼화재료가 보수용 폴리머 시멘트 모르타르의 성질에 미치는 영향)

  • Song, Hyung-Soo;Lee, Chin-Yong;Min, Chang-Shik
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.1
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    • pp.85-94
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    • 2007
  • The EVA polymer is used as a modifier in the repair mortar, which contains various admixtures and mineral admixtures. It has been reported that the effect of polymer in cement mortar by the cement-polymer ratio only, but effect of admixtures over the polymer mortar was unknown. In this study, the fresh and mechanical properties of polymer cement mortar influenced by the range of admixtures(CSA expansive addictive, CSA accelerator, gypsum, silica fume) ratio were investigated.

An experimental study on shrinkage and crack resistance of Hwang Toh concrete mixed with PET fiber (PET보강섬유를 혼입한 황토콘크리트의 건조수축 및 균열저항성에 관한 실험적 연구)

  • Kim, Hyun-Young;Kim, Sung-Bae;Yi, Na-Hyun;Han, Byung-Goo;Kim, Jang-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.797-800
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    • 2008
  • To decrease the usage of cement, the pozzolan reaction materials are used as a mineral admixture. Hwang Toh which is broadly deposited in Korea is well known as a environment friendly material and the activated Hwang Toh which has the property of pozzolan reaction is practically used as a mineral admixture of concrete. PET fiber which is made by recycled PET bottle controls micro crack in concrete. But the study about concrete mixed with reinforcing fiber is not enough and the property of Hwang Toh concrete mixed with PET fiber is more complicated case. So this study performed drying shrinkage experiment to analyse mechanical property of Hwang Toh concrete mixed with PET fiber.

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Reactivity Considerations with Miscibility of Process Gases in Semiconductor industry (반도체 산업 공정가스의 혼화성에 따른 반응성 고찰)

  • Lee, Keun Won
    • Journal of the Korean Institute of Gas
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    • v.20 no.4
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    • pp.15-24
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    • 2016
  • In the semiconductor industry, the risk of chemical accidents due to miscibility between the many types of chemicals and leakage of toxic chemicals has increased. In order to evaluate the reactivity with miscibility of chemicals, experimental method is the most reliable, but there is a time and cost limitations to be evaluated through experiment all the chemicals. In the study, the reactivity of process gases in the semiconductor industry was considered by the CRW (Chemical Reactivity Worksheets) 3.0 program developed by US NOAA (National Oceanic and Atmospheric Administration) and EPA. The reactivity informations with the miscibility of process gases for semiconductor industry provided, and also a KOSHA guide for the storage/separation of gas cylinders in dispensing cabinets in the semiconductor industry was proposed.

An Experimental Study on the Optimal Mix Proportion for Antiwashout Underwater Concrete (수중불분리성 혼화제를 첨가한 콘크리트의 최적배합비에 관한 실험적 연구)

  • 조선규
    • Magazine of the Korea Concrete Institute
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    • v.8 no.5
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    • pp.179-187
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    • 1996
  • Many underwater concrete structures have been constructed recently in proportion to the increase of ocean developments. The research for the underwater concrete construction was mainly focused in view of placing method. Recently, special admixture agents of concrete were developed for antiwashout concrete under water in some foreign nations. They had successful results in experiments and site constructions. However. there are seldom experimental results or placements in domestic contry. In this paper. We had carried out property tests of fresh and hardened concrete with refer to successful results in experiments and site construction and investigated the physical variation of the antiwashout underwater concrete considering the interaction between antiwashout admixture and other ones. We have decided the optimal mix proportion fb;r antiwashout underwater concrete under standerd sea state.