Concrete strength is not only an important factor in design and quality control, but it also represents the overall qualityof concrete. The use of admixture has been increasingly prevalent in the recent cases of concrete production as a meansto improve the functionality of concrete. Of particular note, fly ash is added in either the cement or the ready-mixedconcrete production stage with the general mixing ratio being about 15%; however, using fly ash slows down the initialhydration of the binding material, which can in turn cause a delay in acquisition of strength. In this study, calcium sulfoaluminate (C4A3S; CSA) was added to improve the initial strength of cement after the use of fly ash, and its effect instrength improvement was analyzed. The substitution ratios of fly ash were 0, 10, 20 and 30%, and the amount of CSAadded to improve the initial strength was 8% of the fly ash weight. The results of the experiment showed that adding CSA resulted in high calorific values at peaks 1 and 2 of hydration heat, and an X-ray diffraction analysis showed thatthe amount of unhydrated materials was higher with increasing substitution ratio of fly ash. An increase in CSA wasalso shown to lead to a higher amount of ettringite being generated in the early ages. In conclusion, addition of 30% flyash and 8% CSA led to an ettringite production that was 3 times higher than the mixing ratio of fly ash, which effectivelyimproved the initial strength. The same phenomenon was observed in the electron microscope analysis. Based on theseresults, it was determined that adding CSA in an amount that equaled to 8% of fly ash weight can promote the productionof ettringite, thereby improving the initial strength, which gets reduced by the use of fly ash.

Na-A zeolite (Z-Cl) was synthesized from coal fly ash, which is a byproduct of coal combustion for the generation of electricity. The adsorption of Cu2+ and Zn2+ions onto Z-C1 was investigated via batch tests over a range of temperatures (303.15 to 323.15 K). The resultant experimental equilibrium data were compared to theoretical values calculated using model equations. With these results, the kinetics and equilibrium parameters of adsorption were calculated using Lagergren and Langmuir-Freundlich models. The adsorption kinetics revealed that the pseudo second-order kinetic mechanism is predominant. The maximum adsorption capacity (qmax) values were 139.0-197.9 mg Zn2+/g and 75.0-105.1 mg Cu2+/g. Calculation of the thermodynamic properties revealed that the absorption reactions for both Cu2+and Zn2+ were spontaneous and endothermic. Collectively, these results suggest that the synthesized zeolite, Z-C1, can potentially be used as an adsorbent for metal ion recovery during the treatment of industrial wastewater at high temperatures.

This study is regarding the property evaluation of mortar for ‘ONDOL’ floor (Korean floor heating system) finishing with reduced drying and shrinking properties to use it in the form of ready-mixed concrete mortar. The mortar utilized furnace slag based inorganic binding agent NSB, which has the characteristic of CaO included in HCFA generated from the fluidized-bed-firing power plant. Based on the test results, it is judged that mortar for ‘ONDOL’ floor finishing based on NSB including HCFA can be used in the form of ready-mixed concrete. According to site test construction, the flow property was relatively poor because fine gravel at ready-mixed concrete factory was used. However, since finishing property, crack resistance and water content are good, it is believed that it can be used at construction site in the form of ready-mixed concrete mortar. More study on adhesion property with floor plate would be required in the future.

The objective of this study is to investigated the compressive characteristics properties used cement paste containing 20% fly ash with curing days.

Recently, the amount of the mineral admixture including fly ash and ground granulated blast-furnace slag was increased for the purpose of CO2 gas emission reduction in the concrete industry. However, in the case of korea, estimation model of strength development in concrete structural design code was prescribed a constant value according to cement type and curing method about the portland cement. therefore, the properties of strength development according to time of concrete using fly ash and ground granulated blast-furnace slag does not reflected estimation model of strength development. Accordingly, this paper was evaluated strength according to time on the concrete strength range using fly ash and ground granulated blast-furnace Slag and the strength development constant Bsc of concrete according to the kind of the mineral admixture and mixing ratio was proposed

폴리비닐알코올 섬유와 폴리에틸렌 섬유 등의 합성 섬유는 고연성 섬유보강 시멘트 복합재료를 제조하는데 성공적으로 사용되고 있다. 폴리프로필렌 섬유 역시 복합재료를 제조하는데 사용되고 있지만, 고연성을 구현하는 목적보다는 고온에 노출된 콘크리트의 내화 성능 향상 목적으로 사용되고 있다. 이 연구에서는 폴리프로필렌 섬유로 보강된 시멘트 복합재료의 성능을 향상시키는 방법에 대하여 논하고자 한다. 폴리프로필렌 섬유보강 시멘트 복합재료의 성능을 평가하기 위하여 5가지 배합을 결정하였다. 1종 보통포틀랜드시멘트 (OPC)와 OPC를 다량 치환한 플라이애시를 결합재로 사용하였고 물-결합재 비는 0.23~0.25이다. 또한 부피비로 2%의 폴리프로필렌 섬유가 사용되었으며, 연성을 향상시킬 목적으로 폴리스틸렌 비드가 사용되었다. 슬럼프, 밀도, 압축강도, 1축 인장 실험을 포함한 일련의 실험을 수행하였으며, 실험결과, 파괴역학, 마이크로역학, 통계이론을 이용하여 폴리프로필렌 섬유보강 시멘트 복합재료의 성능을 향상할 수 있는 것으로 나타났다.

The objective of this study is to evaluate shrinkage of heavy weight concrete. The main parameter was replacement level of fly-ash. Test results showed that shrinkage of heavy weight concrete was higher than ACI 209 and CEB-FIP codes without replacement of fly-ash in early ages. However, in fly ash substitution rate of 20% case, shrinkage of heavey weight concrete was lower than ACI 209 and CEB-FIP codes after 35 days.

In this study, KS F 2405 was used to investigated the compressive strength of property of high performance concrete (HPC) using the fly ash and silica fume. The experiments were carried out silica fume-binder ratio from 5% (SF5) and fly ash 25%+silica fume 5% (FA25SF5). The compressive strength of HPC determined on 7days and 28days.

This paper addresses the tensile strength of high performance concrete with fly-ash, silica fume. Test variables of this study is replacement ratio of admixture. Test results showed that 7 days tensile strength of specimen SF5 is higher than that of specimen FA25SF5. However, 28 days tensile strength of specimen SF5 and FA25SF5 had similar value.

In this study, KS F 2438 was used to investigated the modulus of elasticity of high performance concrete (HPC) of replacement fly ash, and test results were compared with existing equations. Korea, America and Japan have to use cylinder specimens by KCI(2011). However, in this study was used cubic specimens and the experimental variable of this study is size of cubic specimens.

Zeolite 4A was synthesized by fusion method from coal fly ash discharged at the thermal power plants. The synthesized zeolite(FAZ) was characterized through particle size analyzer, XRD, XRF and SEM. N2 adsorption-desorption measurement was used to examine surface and pore structures. The adsorption experiments were carried out under dynamic conditions of trace SO2 in N2 to investigate SO2 adsorption capacity of FAZ. The experiments were conducted to characterize the breakthrough characteristics of SO2 in a fixed bed under different operating conditions including temperature(50-125℃), concentration of SO2(3000-10000 ppm) and FAZ with 4 kinds of commercial zeolite. The adsorption capacity of FAZ was 53.84 mgSO2/g adsorbent, larger than that of the same type commercial zeolite(WK4A).

본 연구에서는 (주)한국서부발전의 태안화력발전소에서 생산된 비산재로부터 Li의 용출을 고찰하였다. 본 연구에서는, 반응용액:석탄회 비율, 반응용액의 종류(해수, 증류수), CO2가스의 조건에 따른 Li 용출량을 관찰하였다. 실험 결과, 반응용액의 Li 농도는 고체:용액 비율이 증가함에 따라 계속하여 증가하는 양상을 보였다. 비산재 단위 질량당 Li 용출은 증류수를 사용하였을 때, 그리고 CO2가스의 용해가 제한되었을 때 증가되었으며, 이는 그러한 조건에서 CaCO3의 침전이 억제되었기 때문이다. 해수내 Li의 흡착추출에 방해되는 Mg2+도 고체:용액 비를 증가시킴으로써 효과적으로 제거할 수 있었다.

Road pavement in Korea generally undergoes in-service shorter than an expected life cycle. There are many reasons including increased traffic load and other attacks from exposure conditions. In order to extend service life and upgrade the pavement a new multi-functional composite pavement system is being developed in Korea. This study investigates strength of fiber reinforce lean concrete which used fly-ash and reject ash as a cement replacement. In addition this study suggest an appropriate compaction method in order to minimize the experimental scatters that used to come from non-unified specimen fabrication.

Fly ash dumped generally pollutes environment in the world. With the aim of sustainable development, the contribution of fly ash in concrete to the mechanical properties should be investigated. Variation of the modulus of elasticity of concrete is an important factor to evaluate the performance. In this study, the experiments were carried out over water-binder ratios of 0.34 and fly ash-binder ratios from 0% to 30%. The elasticity of modulus of high performance concrete replacing fly ash were determined on 7days and 28 days.

The adsorption performance of cupper and zinc ions(Cu2+ and Zn2+) in aqueous solution was investigated by an adsorption process on reagent grade Na-A zeolite(Z-WK) and Na-A zeolite (Z-C1) prepared from coal fly ash. Z-C1 was synthesized by a fusion method with coal fly ash from a thermal power plant. Batch adsorption experiment with Z-C1 was employed to study the kinetics and equilibrium parameters such as initial metal ions concentration and adsorption time of the solution on the adsorption process. Adsorption rate of metal ions occurred rapidly and adsorption equilibrium reached at less than 120 minutes. The kinetics data of Cu2+ and Zn2+ ions were well fitted by a pseudo-second-order kinetics model more than a pseudo-first-order kinetics model. The equilibrium data were well fitted by a Langmuir model and this result showed Cu2+ and Zn2+ adsorption on Z-C1 would be occupied by a monolayer adsorption. The maximum adsorption capacity(qmax) by the Langmuir model was determined as Cu2+ 99.8 mg/g and Zn2+ 108.3 mg/g, respectively. It appeared that the synthetic zeolite, Z-C1, has potential application as absorbents in metal ion recovery and mining wastewater.

시멘트 대체 재료로서 플라이애쉬의 사용은 시멘트 생산비용을 절감시키는 효과를 창출하였다. 반면에 플라이애쉬 혼입콘크리트는 OPC에 비해 상대적으로 긴 양생시간과 초기강도의 발현 저하를 들 수 있어 이의 해결을 위해 물리적 방법, 온도 및 화학적 방법 등과 같은 다양한 활성화 기술의 적용을 통하여 플라이애쉬 혼입 콘크리트의 수화를 가속시킬 수 있고, 콘크리트의 부식 저항성을 향상시킬 수가 있다. 본 연구에서는 10～40%의 치환률을 가진 활성화된 플라이애쉬 시편을 통해 개방 회로형 전위측정(Open circuit potential measurement)을 수행하였고, 투수시험, 급속염화물침투시험 및 SEM(Scanning electron microscopy)촬영을 통해 OPC 콘크리트와 비교․분석 하였다. 또한, 치환률의 임계범위 20～30%의 경우에 있어서 활성화된 플라이애쉬를 사용한 콘크리트가 열화저항성에 있어서 개선효과가 나타나고 있음을 확인하였다. 또한 플라이애쉬를 화학적으로 활성화시킨 경우가 본 연구에서 수행된 다른 활성화 방법들에 비해 더욱 좋은 결과를 나타나고 있음도 확인하였다.