• 제목/요약/키워드: expansion additive

검색결과 69건 처리시간 0.028초

무수축 고강도 콘크리트의 특성 (Properties of Non-Shrinkage High Strength Concrete)

  • 조일호;민정기;윤준노;김영익;성찬용
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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    • pp.283-288
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    • 1999
  • This study is performed to evaluate slump , air content, compressive strength and length change ratio of non-shrinkage high strength ocncrete is achieved by 10% expansive additive contained. The length change ration of non-shrinkage high strength concrete which is in water curing, shows 0.055% expansion in 10% expansive additive contained concrete and 0.308 expansion in 20% expansion additive contained concrete when it is curing 28 days.

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A Study on the Creep and Autogenous Shrinkage of High Performance Concrete with Expansive Additive and Shrinkage Reducing Admixtures at Early Age

  • Park, Sun-Gyu;Noguchi, Takafumi;Kim, Moo-Han
    • International Journal of Concrete Structures and Materials
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    • 제18권2E호
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    • pp.73-77
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    • 2006
  • This paper shows a study of the efficiency of expansive additive and shrinkage reducing admixture in controlling restrained shrinkage cracking of high performance concrete at early age. Free autogenous shrinkage test of $100{\times}100{\times}400mm$ concrete specimens and simulated completely-restrained test with VRTM(variable restraint testing machine) were performed. Creep and autogenous shrinkage of high-performance concrete with and without expansive additive and shrinkage reducing admixture were investigated by experiments that provided data on free autogenous shrinkage and restrained shrinkage. The results showed that the addition of expansive additive and shrinkage reducing admixture effectively reduced autogenous shrinkage and tensile stress in the restrained conditions. Also, it was found that the shrinkage stress was relaxed by 90% in high-performance concrete with and without expansive additive and shrinkage reducing admixtures at early age.

에트링가이트-석회 복합계 팽창재의 수화반응 모델화 (Hydration Model of Ettringite-Gypsum Type Expansive Additive)

  • 박선규;야구귀문;송하원;김무한
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.683-686
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    • 2004
  • In recent years, some attention was particularly given to cracking sensitivity of high performance concrete. It has been argued and demonstrated experimentally that such concrete undergoes autogenous shrinkage due to self-desiccation at early age, and, as a result, internal tensile stress may develop, leading to micro cracking and macro cracking. One possible method to reduce cracking due to autogenous shrinkage is the addition of expansive additive. Tests conducted by many researches have shown the beneficial effects of addition of expansive additive for reducing the risk of shrinkage-introduced cracking. However, the research on hydration model of expansion additive has been hardly researched up to now. This paper presents a study of the hydration model of Ettringite-Gypsum type expansive additive. Result of comparing forecast values with experiment value, proposed model is shown to expressible of hydration of expansive additive.

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다공성 $ZrTiO_4$ 재료의 제조 및 특성 (Fabrication and characteristics of porous ceramics from $ZrTiO_4$ based ceramic material)

  • 허근;명성재;이용현;전명표;조정호;김병익;심광보
    • 한국결정성장학회지
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    • 제18권1호
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    • pp.5-9
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    • 2008
  • 코디어라이트는 낮은 열팽창계수를 가지나, 디젤 배기가스 담체로써 사용하기에는 기계적 강도가 낮고, 황에 대한 내산성이 취약한 문제를 가지고 있다. 본 연구에서는 $SiO_2,\;Al_2O_3$, MoOx, $Cr_2O_3$$Nb_2O_5$가 첨가된 $ZrTiO_4$의 물성을 XRD, SEM, UTM 및 열팽창계수 측정 장치를 사용하여 측정하고 분석하였다. $ZrTiO_4$$TiO_2$$ZrO_2$를 출발원료로 볼빌에서 혼합한 후 $1240^{\circ}C$ 이상의 온도에서 3시간 하소함으로써 monoclinic 구조로 합성되었다. 꺽임강도 및 열팽창계수 측정용 시편은 $ZrTiO_4$와 첨가제를 혼합 성형하고, $1300^{\circ}C$에서 3 시간 소성함으로써 얻어졌다. 소결된 시편의 기공율은 첨가제의 함량이 5%로 증가함에 따라 첨가제의 종류에 관계없이 감소하였으나, 첨가제의 함량이 10% 로 증가하면 기공율은 포화되었다. 꺾임강도는 $Al_2O_3$를 5, 10 wt% 첨가 시 큰 폭으로 증가하였으나, 나머지 첨가제에 대해서는 꺾임강도가 감소하였다. $ZrTiO_4$의 열팽창계수 $(1000^{\circ}C)$$Nb_2O_5$를 제외하고는 첨가제가 증가할수록 계속적으로 감소하였으며, 특히, $SiO_2$가 첨가된 경우 가장 낮은 열팽창계수를 나타내었다.

팽창밸브 개폐용 감온통 혼합가스의 첨가제 연구 (A Study on the Additives of mixed Gas charged in Thermostatic Bulb for Expansion Valve)

  • 김시영;주창식;구수진
    • 동력기계공학회지
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    • 제18권6호
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    • pp.126-132
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    • 2014
  • The P-T characteristics of mixed refrigerant in thermostatic expansion valve sensing bulb were studied using R-134a and R-410A refrigerant. The characteristics of mixed refrigerant were investigated according to pressure variation and the variation of composition ratio of R-134A and R-410A in the temperature range of $-15^{\circ}C{\sim}15^{\circ}C$. The Thermodynamic characteristic values of the mixed refrigerants were identified using the characteristic value analysis program of mixed refrigerant(Refrop v9.0, NIST). The P-T characteristics in the case of the mixing ratio of 90:10 for R-410A and R-134A were the same result as R-22. And the physical properties showed similar results with R-22. The Maximum operating pressure(MOP) of mixed refrigerant showed a tendency to decrease with decreasing the mixing ratio of additive gases($N_2$ or He) gases. The characteristics in the case of the mixing ratio of 80:1 for mixed refrigerant and additive gases were the similar result as Reference refrigerant.(R-22 MOP, Sporlan company) In addition $N_2$ and He, both showed the same results. It was able to confirm that a MOP on the thermostatic expansion valve sensing bulb can be maintained by adjusting the mixing ratio of mixed refrigerant gases and additive gases.

팽창 콘크리트를 충전한 강관충전 콘크리트의 물성에 관한 연구 (A Study on Properties of CFT filled with Expansion Concrete)

  • 박춘영;이진성;송종목;김효열;강병희
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2008년도 추계 학술논문 발표대회
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    • pp.117-120
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    • 2008
  • The Purpose of this is properties of CFT filled with expansion concrete. CFT(concrete filled steel tube) is the structure that circle shape steel column filled with concrete. 3 kinds of expansive additives and variation of replacement rate. we changed expansive additive from 0%, 10%, 20%, 30% of ratio of addition rate are selected for this experiment. Merits of CFT are concrete internal force rising influenced by steel shape restriction, reinforcing the local buckling, excellent resistance to transformation. Generally, High rise building using CFT utilize the high strength and fluidity concrete for packing the tube inside. As the result a steel tube charged expensive concrete has stiffness 1.5times more than a steel tube not charged concrete. Increase of resisting power about compressive stress by binding expansion of expansive concrete affects strength increase and softness.

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팽창재를 혼입한 시멘트 경화체의 팽창모델 (Expansion Model of Cement Paste using Expansive Additive)

  • 박선규;야구귀문;김무한
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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    • pp.789-792
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    • 2005
  • Development of high-strength concrete and improved durability has brought new opportunities to the construction industry. However, some attention was given to characteristics of such concrete, in particular with respect to their cracking sensitivity. It has been argued and demonstrated experimentally that a low water/cement ratio concrete undergoes shrinkage due to self-desiccation. This so-called autogenous shrinkage cracking is a major concern for concrete durability. One possible method to reduce cracking due to autogenous shrinkage is the addition of expansive additive. Tests conducted by many researches have shown the beneficial effects of addition of expansive for reducing the risk of shrinkage-introduced cracking. This paper aimed at forecasting deformation of high strength cement paste with expansive additive for early age.

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$Li_2O-Al_2O_3-SiO_2$계 소지의 Mullite 첨가에 의한 열적, 기계적 특성에 관한 연구 (Thermal, Mechanical Properties of LAS with the Addition of Mullite)

  • 최도문;유재근;이응상
    • 한국세라믹학회지
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    • 제30권5호
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    • pp.381-388
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    • 1993
  • Due to the anisotropy of thermal expansion, LAS system which has low thermal expansion property is hard to obtain a dense sintered body. Therefore, the thermal expansion coefficient and the mechanical strength were decreased. In this study, mullite, which has good mechanical properties in high temperature and comparatively low thmeral expansion coefficient, was taken as a additive in LAS system. And then, sintering, thermal, and mechanical properties were investigated. The results are follows; When mullite is added in eucryptite composition (Li2O.Al2O3.2SiO2) of LAS system, the creation of liquid phase results in the densification of sintered body and the specimen sintered at 136$0^{\circ}C$ for 2 hours shows optimum sintering condition. With the addition of mullite in eucryptite composition, mechanical strength is increased by the control of grain growth. Especially, flexual strength of EM0 specimen was about double value than the basic composition. Thermal expansion coefficients of EM0 and EM15 specimens sintered at 136$0^{\circ}C$ were -8.23$\times$10-6/$^{\circ}C$ and -4.90$\times$10-6/$^{\circ}C$ in the temperature range of RT.~80$0^{\circ}C$. As the mullite content are increased, negative thermal expansion ratios are decreased.

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Effects of organic silicone additive material on physical and mechanical properties of mudstone

  • Chai, Zhaoyun;Kang, Tianhe;Chen, Weiyi
    • Geomechanics and Engineering
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    • 제6권2호
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    • pp.139-151
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    • 2014
  • Mudstone is a very common rock that, when in contact with water, can exhibit considerable volume change and breakdown. This behavior of mudstone is frequently encountered in geotechnical engineering and has a considerable influence on infrastructure stability. This is particularly important in the present work, which focuses on mitigating the harmful properties of mudstone. The samples studied are of Permian Age mudstone from Shandong Province, China. Modification tests using organic silicone additive material were carried out. The mechanisms of physical properties modification of mudstone were comparatively studied using corresponding test methods, and the modification mechanism of organic silicone additive material acting on mudstone was analyzed. The following conclusions were drawn. The surface texture and characters of mudstone changed dramatically, surface character turns from hydrophilic to hydrophobic after organic silicone additive material modification. The changes in the surface character indicate a reduction in the water sensitivity of mudstone. After modification, the shape of porosity and fracture of mudstone changed unremarkable, and the total and free expansion ratios decreased obviously, whereas the strength increased markedly.

Triphenyl phosphate as an Efficient Electrolyte Additive for Ni-rich NCM Cathode Materials

  • Jung, Kwangeun;Oh, Si Hyoung;Yim, Taeeun
    • Journal of Electrochemical Science and Technology
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    • 제12권1호
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    • pp.67-73
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    • 2021
  • Nickel-rich lithium nickel-cobalt-manganese oxides (NCM) are viewed as promising cathode materials for lithium-ion batteries (LIBs); however, their poor cycling performance at high temperature is a critical hurdle preventing expansion of their applications. We propose the use of a functional electrolyte additive, triphenyl phosphate (TPPa), which can form an effective cathode-electrolyte interphase (CEI) layer on the surface of Ni-rich NCM cathode material by electrochemical reactions. Linear sweep voltammetry confirms that the TPPa additive is electrochemically oxidized at around 4.83 V (vs. Li/Li+) and it participates in the formation of a CEI layer on the surface of NCM811 cathode material. During high temperature cycling, TPPa greatly improves the cycling performance of NCM811 cathode material, as a cell cycled with TPPa-containing electrolyte exhibits a retention (133.7 mA h g-1) of 63.5%, while a cell cycled with standard electrolyte shows poor cycling retention (51.3%, 108.3 mA h g-1). Further systematic analyses on recovered NCM811 cathodes demonstrate the effectiveness of the TPPa-based CEI layer in the cell, as electrolyte decomposition is suppressed in the cell cycled with TPPa-containing electrolyte. This confirms that TPPa is effective at increasing the surface stability of NCM811 cathode material because the TPPa-initiated POx-based CEI layer prevents electrolyte decomposition in the cell even at high temperatures.