• Title/Summary/Keyword: Flowability properties

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A Fundamental Study on the Properties of High - Fluidity Concrete Using Viscosity Agent -Part 1 :Properties of Fresh Concrete - (증점제를 이용한 고유동 콘크리트의 특성에 관한 실험적 연구-제1보: 굳지 않은 상태 의 특성-)

  • 반호영;박상준;윤기원;최응규;한천구
    • Proceedings of the Korea Concrete Institute Conference
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    • 1995.10a
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    • pp.41-44
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    • 1995
  • The purpose of this study is analyze to the properties of high fluidity concrete(W/C 35~50%) with the dosage of viscosity agent(Hydroxy Propyl Methyl Cellulose ; HPMC ; 15U), From the resuls, flowability was good about 200g/㎥. segregation-resisibility and placeability were good upward 300g/㎥, To synthetic, the dosage of viscosity agent are discovered best in 200~400g/㎥

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Adhesive Strength in Tension of SBR-Modified Cement Mortar with Self-Flowability Material for Floor-Finishing (자기 평활성 바닥 마감용 SBR 시멘트 모르타르의 인장부착강도)

  • Do, Jeong-Yun;Soh, Yang-Seob
    • Journal of the Korea Concrete Institute
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    • v.15 no.4
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    • pp.549-556
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    • 2003
  • Various researches on the application of polymer dispersions to the cement mortar and concrete have been practised in many countries like America, Japan and Germany and so on because of high performance and good modification effect of these. In this study, SBR, Polymer dispersion that widely used in situ is employed that the self-flowability may be induced in the cemen mortar. In order to comprehend and investigate the modification of cement mortar with self-flowability by SBR and properties and fracture mode of adhesive strength in tension of that, experimental parameter was set as SBR solid-Cement ratio(S/C) and Cement:Fine aggregate(C:F) and the experiments such as Unit weight, Flow, Consistency change, Crack resistance and Segregation that inform on the general properties have been done. In addition of that, Adhesion in tension is measured with a view to comprehending the properties and fracture mode in tensile load. Consistency change of cement mortar modified by SBR did grow better as the ratio of SBR solid-Cement increased and was much superior to that of resin based flooring such as polyurethane and epoxy which recorded the loss of consistency in 90min. after mixing. Adhesive strength in tension increased with continuity in the curing age and showed the maximum in case of C:F=1:1 and S/C=20%. As the increase of curing age, the fracture mainly happened in the concrete substrate and the interface between the specimen and concrete substrate.

A STUDY ON PHYSICAL PROPERTIES OF FLOWABLE COMPOSITE RESINS (유동성 복합레진의 물리적 성질에 대한 연구)

  • Kim, Ji-Young;Jeong, Byung-Cho;Yang, Kyu-Ho
    • Journal of the korean academy of Pediatric Dentistry
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    • v.29 no.3
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    • pp.423-429
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    • 2002
  • Recently, the clinical uses of flowable composite resins have increased because of fast, convenient and excellent accessibility, but little has been reported about physical properties of flowable resins. The purpose of this study was to measure and compare the physical properties(compressive strength, relative flowability, relative radiopacity) of 4 contemporary flowable composite resins(Filtek flow, Tetric Flow, Revolution Palfique Estelite LV high flow). The results were as follows; 1. There were no significant differences between 4 flowable composite resins in compressive strength, but all were lower than that of traditional hybrid composite resin(p<0.001). 2. The relative flowability were increased in order of Palfique Estelite LV high flow, Revolution, Filtek flow, Tetric Flow and sealant(p<0.001), but there were no significant differences between Filtek flow and Tetric Flow. 3. There were significant differences between flowable composite resins in relative radiopacity and they showed similar or higher radiopacity than dentin(p<0.001), especially Tetric Flow and Filtek Flow showed higher radiopacity than enamel(p<0.001). This results suggested that the stress of application area have to be considered since flowable composite resins have lower compressive strength than hybrid composite, and the differences of flowability between these flowable composite resins can be considered when they are selected. All tested flowable composite resins showed optimal radiopacity to ISO's recommend.

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Preparation and physicochemical characterization of mouthwash granules containing menthol, thymol, eucalyptol and Methyl salicylate (멘톨, 치몰, 유칼립톨, 메틸살리실레이트를 함유하는 구강청결용 과립의 제조와 특성 연구)

  • Kim, Dong-Wook
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.12
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    • pp.329-334
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    • 2017
  • In this study, a new granular type mouthwash with equivalent antibacterial activity to marketed liquid type mouthwash was developed using a material called magnesium aluminometasilicate (Neusilin). This material adsorbs the surface of granules to improve the flowability of granules due to the formation of a eutectic mixture of the main constituents, which have improved flow properties and rapid disintegration time and little residue in the oral cavity. The characteristics of the granules were improved when the amount of Neusilin was 10% or more according to measurements of the granule properties, such as flowability. In addition, a disintegration test in artificial saliva and a sensory test in the human oral cavity were carried out to confirm the improved disintegration characteristics and sensory test results. The antimicrobial test confirmed similar antibacterial activity to that of the liquid oral cleanser already sold in the market. The granular oral cleanser composition prepared in this study can be used for the development of pharmaceuticals containing different drugs with similar characteristics as eutectic mixtures at the same time, which is considered to be useful in the development of medicines in the pharmaceutical industry.

A Study on Rheological Properties for Preparing Flow Mark Free PP Compounds (흐름자국이 없는 PP 복합소재 제조를 위한 유변학적 특성 연구)

  • Lee, Yong-Hee;Nam, Byeong-Uk;Lim, Jae-Gon;Choi, Chi-Hoon
    • Elastomers and Composites
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    • v.44 no.2
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    • pp.156-163
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    • 2009
  • Our objective is to increase the flowability of Polypropylene(PP) compounds and achieve flow mark free surface in injection molded specimen. We have investigated flowabilities of PP compounds which were composed of PP, rubber, talc, and trace amount of additives. Flowability measurement was performed with four types PPs of which molecular weight distributions(MWD) and melt indexes(MI) were different. Rheological properties of the PP compounding materials, such as spiral flow(SF) length, MI, and shear viscosity, were evaluated. When PP with the broad MWD was used, there were remarkable cases where the spiral flow length of low MI PP compound was longer than that of higher MI PP compound. The PP compound having low MI but broad MWD PP has more flowability than the compound with only high MI.

A study of the fresh properties of Recycled ready-mixed soil materials (RRMSM)

  • Huang, Wen-Ling;Wang, Her-Yung;Chen, Jheng-Hung
    • Computers and Concrete
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    • v.17 no.6
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    • pp.787-799
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    • 2016
  • Climate anomalies in recent years, numerous natural disasters caused by landslides and a large amount of entrained sands and stones in Taiwan have created significant disasters and greater difficulties in subsequent reconstruction. How to respond to these problems efficaciously is an important issue. In this study, the sands and stones were doped with recycled materials (waste LCD glass sand, slag powder), and material was mixed for recycled ready-mixed soil. The study is based on security and economic principles, using flowability test to determine the water-binder ratio (W/B=2.4, 2.6, and 2.8), a fixed soil: sand ratio of 6:4 and a soil: sand: glass ratio of 6:2:2 as fine aggregate. Slag (at concentrations of 0%, 20%, and 40%) replaced the cement. The following tests were conducted: flowability, initial setting time, unit weight, drop-weight and compressive strength. The results show that the slump values are 220 -290 mm, the slump flow values are 460 -1030 mm, and the tube flow values are 240-590 mm, all conforming to the objectives of the design. The initial setting times are 945-1695 min. The unit weight deviations are 0.1-0.6%. The three groups of mixtures conform to the specification, being below 7.6 cm in the drop-weight test. In the compressive strength test, the water-binder ratios for 2.4 are optimal ($13.78-17.84kgf/cm^2$). The results show that Recycled ready-mixed soil materials (RRMSM) possesses excellent flowability. The other properties, applied to backfill engineering, can effectively save costs and are conducive to environmental protection.

Spherical Granule Production from Micronized Saltwort (Salicornia herbacea) Powder as Salt Substitute

  • Shin, Myung-Gon;Lee, Gyu-Hee
    • Preventive Nutrition and Food Science
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    • v.18 no.1
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    • pp.60-66
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    • 2013
  • The whole saltwort plant (Salicornia herbacea) was micronized to develop the table salt substitute. The micronized powder was mixed with distilled water and made into a spherical granule by using the fluid-bed coater (SGMPDW). The SGMPDW had superior flowability to powder; however, it had low dispersibility. To increase the dispersibility of SGMPDW, the micronized powder was mixed with the solution, which contained various soluble solid contents of saltwort aqueous extract (SAE), and made into a spherical granule (SGMPSAE). The SGMPSAE prepared with the higher percentages of solid content of SAE showed improved dispersibility in water and an increase in salty taste. The SGMPSAE prepared with 10% SAE was shown to possess the best physicochemical properties and its relative saltiness compared to NaCl (0.39). In conclusion, SGMPSAEs can be used as a table salt substitute and a functional food material with enhanced absorptivity and convenience.

The Properties of the Super Flowing Concrete using manufactured sand (부순모래를 사용한 초류동 콘크리트의 배합특성)

  • 권영호;이상수;안재현;박칠림
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.10a
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    • pp.83-88
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    • 1997
  • In this paper, we described the basic elements (relative flowing area ratio and funeling velocity ratio in mortar, flowability and self-compactibility in concrete, and etc.) required for the maximum mix design of the super flowing concrete (SFC) using manufactured sand. Also, manufactured sand and fly ash were used for investigating characteristics of SFC through various experiments (replacement ratio of manufactured sand, optimum mix condition) before producing the concrete in batch plant. As the result of this project, the SFC using manufactured sand up to 50% showed high flowability and self-compactibility in fresh concrete. Furthermore, its compressive strength is higher than normal concrete without manufactured sand. From now on, this study may suggest how to apply manufactured sand in the SFC.

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Properties of Non-cement Matrix Using Biomass Fly Ash (바이오매스 플라이애시를 활용한 무시멘트 경화체의 특성)

  • Kim, Dae-Yeon;Lee, Sang-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.06a
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    • pp.185-186
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    • 2020
  • This study In order to reduce the amount of cement that generates a large amount of carbon dioxide and attempts to find a recycling method to solve environmental problems by using biomass fly ash. Experiments were conducted according to replacement ratio of biomass fly ash based on GGBFS, The test items are flowability, air content, unit volume weight, water absorption, flexural strength and compressive strength. As a result of the experiment, as increased replacement ratio of biomass fly ash, the flowability and air content was increased. As increased replacement ratio, the density was decreased and water absorption was increased. The compressive strength tended to decrease as increased replacement ratio. The flexural strength tended to increased as increased replacement ratio.

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Effects of cement type and sand to cement ratio on the properties of PSC grout (시멘트 종류 및 잔골재 시멘트 비율이 PSC 구조물용 그라우트의 기본 물성에 미치는 영향)

  • Park, Gi-Joon;Moon, Do-Young
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.7
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    • pp.4644-4652
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    • 2014
  • This study examined the effects of the cement type and sand to cement ratio on the properties of grout for offshore PSC structures. Types I and III cement were used and the sand to cement ratio was varied from 0.5 to 1.5. When type I cement was used, considerable bleeding occurred on the all S/C after 3 hours and 20 hours. When type III cement was used, bleeding was reduced but the flowability decreased. A comparison of a superplasticizer containing naphthalene with that containing polycarboxylate showed that the problem of flowability could be solved using polycarboxylate.