The objective of this paper is to provide the feasibility of premixed type ternary blended aggregates using raw fly ash(Ra), crushed sand(CS) and sea sand(SS) by studying fresh properties of the concrete. Ra is varied from 2.5% to 10% with interval of 2.5% by weight of mixed aggregates. Test results indicates that the replacement of Ra by mixed aggregates with low quality crushed sand and sea sand resulted in decrease of slump and air contents due to increased viscosity.

화력발전의 부산물인 플라이 애쉬는 포졸란 반응을 통하여 조직구조를 개선하고 장기 강도 및 염화물 저항성에 매우 효과적이다. 본 연구에서는 28일 및 180일 재령의 보통 포틀랜트 시멘트 및 FA를 혼입한 콘크리트에 대하여 압축강도 및 염화물 저항성을 평가하였으며, 재 령의 증가에 따른 상관성을 평가하였다. 이를 위해, 물-결합재비(W/B)를 37%, 42%, 47%의 3가지 수준, Fly Ash를 시멘트 중량의 0%, 30%, 50%의 3가지 수준으로 나누어 총 9가지 배합을 설정하였으며, 28일 및 180일 재령 시, 압축강도, Tang‘s method에 의한 촉진확산계수, 그리고 ASTM C 1202, KS F 2711을 통한 통과전하량을 측정하였다. Fly Ash 혼입율이 클수록, W/B가 낮을수록 염화물 저항성(확산계수 및 통과전하 량)이 개선되었는데, 모든 FA 50 배합에서 염화물 저항성은 재령 28일 대비 재령 180일에서 약 15% 수준으로 감소하였다. 이는 FA의 포졸란 반응으로 인해 공극구조가 더 치밀해져 나타난 결과이며, 염해 저항성이 강도보다 시간에 더욱 의존적임을 알 수 있다. 재령 180일 이후, FA를 혼입한 배합에서 강도와 염해저항성의 뚜렷한 선형관계가 관측되었다.

The use of electrical and electronic products made of low specific gravity and easy processing plastics has increased alongside industrial development. As these products were abandoned, environmental problems such as Dioxine and Furan began to rise. Accordingly, through long-time reviews and discussions, the EU has implemented the Restriction of Hazardous Substances (RoHS) and the Waste Electrical and Electronic Equipment (WEEE) regulations. In addition, the Stockholm Convention was adopted in April 2011 to regulate wastes containing brominated flame retardants. Therefore, the Basel Convention issued technical guidelines and environmentally friendly treatments for wastes containing brominated flame retardants. Proper management and treatment plans that are suitable to Korea’s circumstances are required for Korea to respond to both conventions and changing trends in international POPs management. In this regard, the study identified domestic and international trends in environmental regulations and usages, obtained fundamental data for the management of waste containing brominated flame retardants, and investigated the current status of waste generation in Korea. The results of analyses were used to make a lab-scale incineration reactor as the basis for setting incineration temperature ranges for experiments. After incineration, five general air pollutants (O2, CO, CO2, SOx, and NOx) and three components of BRFs in emission gases and flooring were analyzed to identify whether the PBDEs in waste can be destroyed in a stable and environmental manner during heat treatment. In the analysis, HRMS was used for PBDEs and GC/MS/MS for TBBPA and HBCD. PBDD/DFs was proportionally increased in facilities that had high concentrations of PCDD/DFs during incineration. In conclusion, wastes containing brominated flame retardants in Korea can be incinerated in an environmentally friendly manner.

In order to investigate the adsorption characteristics for Sr ion using the Na-X zeolite synthesized from coal fly ash, batch tests and response surface analyses were carried out. The adsorption kinetic data for Sr ions, using Na-X zeolite, fitted well with the pseudo-second-order model. The uptake of Sr ions followed the Langmuir isotherm model, with a maximum adsorption capacity of 196.46 mg/g. Thermodynamic studies were conducted at different reaction temperatures, with the results indicating that Sr ion adsorption by Na-X zeolite was an endothermic (ΔHo>0) and spontaneous (ΔGo<0) process. Using the response surface methodology of the Box-Behnken method, initial Sr ion concentration (X1), initial temperature (X2), and initial pH (X3) were selected as the independent variables, while the adsorption of Sr ions by Na-X zeolite was selected as the dependent variable. The experimental data fitted well with a second-order polynomial equation by multiple regression analysis. The value of the determination coefficient (R2=0.9937) and the adjusted determination coefficient (adjusted R2=0.9823) was close to 1, indicating high significance of the model. Statistical results showed the order of Sr removal based on experimental factors to be initial pH > initial concentration > temperature.

생활폐기물 및 산업폐기물로부터 고형연료를 제조하는 과정에서 폐기물 반입량 대비 30 ~ 45%의 비율로 잔재물이 발생되어 매립되거나 일부는 소각장으로 반입되어 처리되고 있다. 이러한 잔재물은 함수율 40% 이상을 나타내어 그대로 매립되었을 경우 오염부하를 증가시킬 수 있으며, 매립에 의한 처분비용으로 전체 시설 운영비의 약 20%가 요구되는 실정이다. 이러한 잔재물은 양 및 질적인 측면에서 볼 때 추가 공정을 통하여 충분히 고형연료로 생산이 가능하다. Bio-drying 기술은 폐기물 내에 존재하는 생분해성 유기물질에 대한 미생물의 호기성 분해열을 이용하여 폐기물의 수분을 건조시키는 건조에너지 소모 및 설치/운영비를 최소화 할 수 있는 경제성이 우수한 기술이다. 본 연구에서는 고형연료화 시설에서 발생된 잔재물을 대상으로 Bio-drying 기술을 적용시켜 생산된 비성형 고형연료의 벤치규모 연소실험을 통해 연소 공기비에 따른 바닥재와 비산재의 발생 특성을 고찰하였다. 또한 기존 시중에 판매되고 있는 비성형 고형연료와의 연소특성 비교/분석을 통해서 Bio-dyring 고형연료의 연소특성을 파악하고 연소 조건의 최적화를 진행하였다. Bio-drying 고형연료와 판매용 고형연료의 연소 바닥재의 XRF 분석 결과 CaO, SiO2, Al2O3, Fe2O3가 주성분을 이루며 그 중에서 CaO 성분이 각각 36.6%와 48.6%로 가장 높게 나타났다.

This paper presents evaluation of diffusion coefficient, passed charge, and compressive strength considering 3 substitution ratios of fly ash(0%, 30%, and 50%) and 3 different W/B ratios(37%, 42%, and 47%). Also, the relationships among diffusion coefficient, passed charge, and compressive strength are investigated focusing on the results at 28 days and 180 days. With increasing replacement ratio of FA and decreasing W/B, the resistances to chlorides(diffusion coefficient and passed charge) are improved. At 28 days and 180 days, linear relationship are observed between strength and resistance to chloride on the whole.

The purpose of this study was to evaluate flowability of engineered cemetitious composite(ECC) Using blast furnace slag and fly ash as a binder in mixture. From the test result, flowability value of all ECC mixtures show good flowability and self compacting performance.

In general, polymer cement mortars that is made from organic polymer dispersion and cement have good workability compared with ordinary cement due to ball-bearing acting of polymer particles in cement mortar. The purpose of this study is to evaluate the workability of cement mortar according to adding of admixtures such as polymer dispersions, blast-furnace slag and fly ash. From the test results, the flow of polymer-modified mortars is increased with increasing polymer-cement ratio, and also is a little improved according to adding of fly ash compared to blast-furnace slag.

In this study, it was developed geopolymer concrete of alkali-activated using the mixed fly ash and blast furnace slag. and it was developed the interlocking block using the developed geopolymer concrete. In addition, the bending strength and water absorption rate of the interlocking block was tested by KS standard. The test results were as follows. The water adsorption ratio of the BSF4 specimen was under 10%, and the flexural strength of that was over 5MPa

This study presents the results of experimental research to investigate the drying shrinkage properties of mortar containing the fly-ash and glycol-ether shrinkage reducing agent. the drying shrinkage of mortar was measured according to KS F 2424. It was confirmed from test results that 10% fly-ash replacement and 1% shrinkage reducing agent is most effective to decrease the shrinkage of mortar

The effect of loading on chloride penetration into concrete is evaluated in this study. It is found that the chloride pene- tration rates for OPC concrete and blast furnace slag BFS concrete under the tensile stress were increased by 29% and 77%, respectively. The diffusion coefficient of FA and BFS concrete was lower than that of conventional concrete without BFS, no loads and stress states. Under tensile stress, the diffusion coefficient for FA and BFS, plain concrete showed higher values with increasing stress. The influence of specific surface area on the diffusion coefficient was investigated. As a result, the larger the specific surface areas of BFS are the lower diffusion coefficients. This tendency was more pronounced under the high stress conditions. The chloride penetration depth was distributed uni- formly when no stress was applied. However, in the case of tensile loading, the diffusion depth was not distributed uni- formly, and showed prominent characteristics. This result indicates that analysis using average values of chloride pene- tration depth is not proper under load conditions.

This study evaluates the adsorption properties of Sr ions in an aqueous solution of the synthetic zeolite (Z-Y1) prepared using coal fly ash generated from a thermal power plant. In order to investigate the adsorption characteristics, the effects of various parameters such as the initial concentrations of Sr ion, contact time, and solution pH were investigated in a batch mode. The Langmuir and Redlich-Peterson model fitted the adsorption isotherm data better than the Freundlich model. The maximum adsorption capacity of Sr ions, as determined the Langmuir model, was 181.68 mg/g. It was found that by varying the Sr ion concentration, pH, and temperature, the pseudo-second-order kinetic model describes the adsorption kinetics of the Sr ion better than the pseudo-first-order kinetic model. The calculated thermodynamic parameters of ΔH0 and ΔG0 showed that the adsorption of Sr ions on Z-Y1 was occurred through a spontaneous and an endothermic reaction. We found that the adsorption of Sr ions by Z-Y1 was more affected by pH than by temperature and Sr ion concentration.

This paper presents evaluation of diffusion coefficient, passed charge, and compressive strength considering 3 substitution ratios of fly ash(0%, 30%, and 50%) and 3 different W/B ratios(37%, 42%, and 47%). Also, the relationships among diffusion coefficient, passed charge, and compressive strength are investigated focusing on the results at 28 days and 180 days. With increasing replacement ratio of FA and decreasing W/B, the resistances to chlorides(diffusion coefficient and passed charge) are improved. At 28 days and 180 days, linear relationship are observed between strength and resistance to chloride on the whole.

The purpose of this study was to evaluate flowability of engineered cemetitious composite(ECC) Using blast furnace slag and fly ash as a binder in mixture. From the test result, flowability value of all ECC mixtures show good flowability and self compacting performance.

In general, polymer cement mortars that is made from organic polymer dispersion and cement have good workability compared with ordinary cement due to ball-bearing acting of polymer particles in cement mortar. The purpose of this study is to evaluate the workability of cement mortar according to adding of admixtures such as polymer dispersions, blast-furnace slag and fly ash. From the test results, the flow of polymer-modified mortars is increased with increasing polymer-cement ratio, and also is a little improved according to adding of fly ash compared to blast-furnace slag.

In this study, it was developed geopolymer concrete of alkali-activated using the mixed fly ash and blast furnace slag. and it was developed the interlocking block using the developed geopolymer concrete. In addition, the bending strength and water absorption rate of the interlocking block was tested by KS standard. The test results were as follows. The water adsorption ratio of the BSF4 specimen was under 10%, and the flexural strength of that was over 5MPa.

This study presents the results of experimental research to investigate the drying shrinkage properties of mortar containing the fly-ash and glycol-ether shrinkage reducing agent. the drying shrinkage of mortar was measured according to KS F 2424. It was confirmed from test results that 10% fly-ash replacement and 1% shrinkage reducing agent is most effective to decrease the shrinkage of mortar.

플라이애시가 시멘트의 대체재로 사용되면서 플라이애시는 콘크리트의 특성변화에 중요한 역할을 하고 있다. 본 연구에서는 보통 콘크리트와 플라이애시를 혼입한 콘크리트의 철근부식에 대한 저항성을 평가하였다. 부식속도가 가장 빠른 간만대 환경을 모사한 최적 건습 반복시험방법을 찾고 해양환경폭로시험장의 간만대에 장기간 노출된 시편의 철근부식모니터링 시험결과와의 비교를 통해 FA 혼입에 따른 OPC 대비 부식 지연비를 도출하였다. 반전지전위법에 의한 부식 모니터링 결과 인공해수에 3일간 침지 후 4일간 건조의 반복 조건보다는 염수 를 시편 상부에 침지시켜 염수 및 산소의 공급이 계속되는 염수 ponding 시험법이 부식을 촉진시키는 것으로 나타났다. 모든 시험법에서 OPC 에 비해 FA의 철근 부식이 지연되었다. FA의 철근부식 지연비율은 재령이 증가할수록 증가하였으며 OPC 대비 최대 27%까지 철근부식이 지 연되었다. 그 결과 플라이애시 콘크리트는 재령이 증가할수록 철근부식 저항성능이 향상됨을 알 수 있었다.

Zeolite (FZ) prepared using coal fly ash from an Ulsan industrial complex was immobilized with polysulfone (PS) to fabricate PS-FZ beads. The prepared PS-FZ beads were characterized by scanning electron microscopy and Fourier transform infrared spectroscopy. The optimum ratio for preparing PS-FZ beads was 1 g of PS to 2 g of FZ. The removal efficiencies of Sr and Cu ions by the PS-FZ beads increased as the solution pH increased and nearly reached a plateau at pH 4. A pseudo-second-order model morel fit the adsorption kinetics of both ions by the PS-FZ beads better than a pseudo-first-order model. The Langmuir isotherm model fit the equilibrium data well. The maximum adsorption capacities calculated from the Langmuir isotherm model were 46.73 mg/g and 62.54 mg/g for the Sr and Cu ions, respectively. Additionally, the values of thermodynamic parameters such as free energy (ΔG˚), enthalpy (ΔH˚) and entropy (ΔS˚) were determined. The results implied that the prepared PS-FZ beads could be interesting an alternative material for Sr and Cu ion removal.

Zeolite (FZ), prepared from fly ash, was immobilized with polyacrylonitrile (PAN) to fabricate PAN/FZ beads. The prepared PAN/FZ beads were characterized by scanning electron microscopy, thermogravimetric analysis, and Fourier transform infrared spectroscopy. The optimum ratio to prepare PAN/FZ beads was 0.3 g of PAN to 0.3 g of FZ. The diameter of the prepared PAN/FZ beads was about 3 mm. Sr and Cu ion adsorption experiments were conducted with PAN/FZ beads. A pseudo-second-order model fit the kinetic data for Sr and Cu ion adsorption by PAN/FZ beads well. The equilibrium data fitted well with the Langmuir isotherm model, and the maximum adsorption capacities were 96.5 mg/g and 74.6 mg/g for the Sr and Cu ions, respectively. Additionally, the values of thermodynamic parameters such as Gibbs free energy (ΔGo), enthalpy (ΔHo) and entropy (ΔSo) were determined. The positive values of ΔHo revealed the endothermic nature of the adsorption process and the negative values of ΔGo were indicative of the spontaneity of the adsorption process.