• Environmental Engineering Research
• /
• v.21 no.1
• /
• pp.15-21
• /
• 2016

Magnesium potassium phosphate cement (MKPC) is an effective agent for solidification/stabilization (S/S) technology. To further explore the mechanism of the S/S by MKPC, two kinds of Cd including $Cd(NO_3)_2$ solution (L-Cd) and municipal solid waste incineration fly ash (MSWI FA) adsorbed Cd (S-Cd), were used to compare the effects of the form of heavy metal on S/S. The results showed that all the MKPC pastes had a high unconfined compressive strength (UCS) above 11 MPa. For L-Cd pastes, Cd leaching concentration increased with the increase of Cd content, and decreased with the increase of curing time. With the percentage of MSWI FA below 20%, S-Cd pastes exhibited similar Cd leaching concentrations as those of L-Cd pastes, while when the content of MSWI FA come up to 30%, the Cd leaching concentration increased significantly. To meet the standard GB5085.3-2007, the highest addition of S-Cd was 30% MSWI FA (6% Cd contained), with the Cd leaching concentration of 0.817 mg/L. The S/S of L-Cd is mainly due to chemical fixation, and the hydration compound of Cd was $NaCdPO_4$, while the S/S of S-Cd is due to physical encapsulation, which is dependent on the pore/crack size and porosity of the MKPC pastes.

• Resources Recycling
• /
• v.11 no.4
• /
• pp.27-36
• /
• 2002

The clinker of which main component was calcium-chloroaluminate ($l1CaOㆍ7Al_2$$O_3$ㆍ$CaCl_2$), was synthesized with the bottom ash of municipal solid waste incinerator ash. The hydration mechanism and synthesis temperature of calcium-chloro-aluminate were investigated. The synthesized clinker was blended with a cement. It was substituted with 3～13 wt.% for clinker and $CaSO_4$ of ordinary portland cement. The compressive strength and the content of leached heavy metals of its mortar were measured. Calcium-chloroaluminate was synthesized above $800^{\circ}C$ and its main hydrate was ettringite ($3CaOㆍAl_2$$O_3$ㆍ$3CaSO_4$ㆍ$32H_2$O). The calcium-chloroaluminate was also synthesized above $800^{\circ}C$ with the bottom ash of which size fraction was below 30 mesh mainly. The compressive strength of the blended cement mortar was increased as the additive content of the clinker synthesized from the bottom ash was increased by 11 wt.%. The concentration of heavy metals leached from each mortar was satisfied with the value of the environmental standards and regulations.

• Proceedings of the IEEK Conference
• /
• 2001.10a
• /
• pp.581-585
• /
• 2001

Alinite-Calciumchloroaluminate system clinker was synthesized from solid state waste. The raw materials were municipal incineration ash, sewage sludge, limestone and clay. ecocement was prepared by the mixing of synthesized clinker and optimum amount of gypsum and its hydrolysis characteristic was investigated. X-ray diffraction, conduction calorimeter and reflecting microscope were used to analyze structural and physical properties. The main phase of clinker were alinite, calcium chloroaluminate. $C_2$S, $C_3$S. From the results of hardening time, hydration reactivity of synthesized all samples was faster than that of ordinary portland cement.

• Resources Recycling
• /
• v.19 no.5
• /
• pp.68-74
• /
• 2010

The aim of this study is to investigate the behaviors of synthesis of Calcium Chloroaluminte($11CaO{\cdot}7Al_2O_3{\cdot}CaCl_2$) under the melting temperature of municipal solid waste incineration fly ash(MSWI fly ash); $900^{\circ}C-1300^{\circ}C$ of sintering temperature. A sludge generated from a water purification plant (SW) was also used to fill up $Al_2O_3$ source, which might be deficient in MSWI fly ash. MF and SW were mixed at mixing ratio of 10 to 7, which is the mole ratio of CaO to $Al_2O_3$ of calcium Chloroaluminte. Mixed samples were sintered in the opened sintering reactor and the closed sintering reactor, respectively. The results showed that calcium chloroaluminte was formed at $1,000^{\circ}C$ in both reactors, but the temperature of decomposition of calcium chloroaluminte depended upon sintering reactor type; an opened sintering reactor and a closed sintering reactor, owing to the vaporization velocity of Cl.

• Proceedings of the Korean Institute of Resources Recycling Conference
• /
• 2005.10a
• /
• pp.240-242
• /
• 2005

본 연구에서는 생활폐기물 소각장에서 발생하고 있는 바닥재를 이용하여 각 입도에 대해 자력의 세기에 따라 철/비철선별 하였다. 자력의 세기에 따른 분리량과 분리된 산물의 철함 유량을 조사함으로써 자력 및 비철 효율을 파악하고자 하였다. 또한, 비철 선별기를 사용하여 비철 선별 효율을 조사하였다. 자력선별결과, 자력의 세기가 증가할수록 자력선별에 의해 분리량이 증가하였으나, 분리된 산물의 철함유량은 감소하는 경향을 나타내었다. 이러한 결과는 자력세기의 증가가 철회수량의 증가보다는 불순물의 혼입량을 증가시키는 것으로 생각된다. 비철의 경우, 입자크기가 커짐에 따라 분리율이 높았으며, 4.75mm이상에서는 대부분의 비철이 회수되었다.

• Proceedings of the Korean Institute of Resources Recycling Conference
• /
• 2005.10a
• /
• pp.355-359
• /
• 2005

본 연구에서는 OPC 및 hauyne 클링커의 비산재에 대한 고화특성을 검토하였다. 비산재에 대해 OPC 및 OPC에 hauyne 클링커를 20%까지 대체하였을 때의 압축강도, 길이변화율, 중금속 용출량 등을 조사하였다. 결과로서, hauyne 클링커의 첨가량에 따라 고화체의 압축 강도가 증가하였다. hauyne 클링커의 첨가량은 10%내외가 적합하였으며, 그 이상에서는 길이변화율이 증가하며 팽창하였다. 고화체의 중금속 용출시험결과 모든 배합조건에서 환경기준치이하의 값을 나타내었다.

• Proceedings of the Korean Institute of Resources Recycling Conference
• /
• 2005.05a
• /
• pp.228-230
• /
• 2005

본 연구에서는 생활 폐기물의 소각 바닥재를 사용하여 입도 분리한 후 각 입도별 철 비철 금속이 함유된 바닥재를 자력세기에 따라 분리하였다. 철의 분석결과 4mesh이상의 입자에서 대부분의 철이 회수되었고 4mesh이하에서는 철의 함유량이 적었지만 50mesh 이하의 입자에서는 자력에 의해 대부분 분리되었다. 또한 각 입도에 따른 자력세기별로 철의 회수율을 측정한 결과 $25{\sim}130gauss(30{\sim}150volt)$에서는 낮은 회수율을 보였고 380gauss(150volt이상)의 높은 자력에서만 분리가 일어남을 확인할 수 있었다. 비철은 대부분 4mesh에서 분포하였고 전체적으로 낮은 양이 존재하였다.

• Journal of environmental and Sanitary engineering
• /
• v.16 no.2
• /
• pp.63-70
• /
• 2001

This study was initiated to evaluate and resolve the potential problems caused as the MSWI(Municipal Solid Waste Incinerator) fly ash were stabilized and solidified into the cement. The physical and chemical properties of fly ashes (K and M) used in this study were fixed according to the operating conditions of the incineration plant. The compressible strength of the solidified matrix used in this study were measured at 7, 28, and 56 curing days, respectively, to evaluate the stability of the solidified matrix, which were further analyzed by XRD and SEM. The experimental results obtained in this study showed that the relatively long hours of curing periods were needed to solidify the fly ash. The solidified matrix containing K ash had the high and excellent compressible strength of $200{\;}kg/\textrm{cm}^2$, after 56 curing days, but was not good enough in appearance. The analytical data by SEM confirmed that the alkaline Na and K, which are highly dissolved in water, were included in the fly ash and evenly distributed into the exterior surface of the solidified matrix. Whereas, the solidified matrix containing M ash never showed such a compressible strength as shown in the K ash due to the severe fracture, even as early as 7 curing days. Based on its XRD analysis, it appeared that both $C_2S$ and $C_3S$ highly related to the compressible strength were not crystallyzed into the solidified matrix. However, the compressible strength of the solidified and cemented M ash was remarkably improved by 100 times, after the alkalinity was washed out, which indicated that it is equivalent to 30 to 40g per one kg of fly ash.

• Proceedings of the Korean Institute of Resources Recycling Conference
• /
• 2005.05a
• /
• pp.33-36
• /
• 2005

생활폐기물을 소각한 후 발생되는 바닥재는 토목, 건설 분야에서 골재로서 활용 가치가 높으나, Cu, Pb 등 일부 중금속의 용출량이 환경기준치를 초과하여 바닥재의 재활용을 저해시키는 주요 요인으로 작용하고 있다. 본 연구에서는 바닥재의 중금속 용출을 저감시키기 위한 방법으로서 인위적인 탄산화에 의한 생활폐기물 소각 바닥재의 중금속 안정화 특성을 조사하였다. 4mesh를 기준으로 각 입단에 대해 고액비, 온도, $CO_2(g)$ 주입량에 따라 중금속 용출농도를 조사하였다. 중금속용출시험 결과 Pb, Cr, Cd, As는 미량 또는 불검출되었으며, Cu는 4mesh 이상에서 2.21mg/L, 4mesh이하에서 5.12mg/L로 4mesh이하에서 환경기준치를 초과하였다. 4mesh이하에 대해 탄산화 반응을 수행한 결과 $CO_2(g)$ 주입됨에 따라 pH는 초기 12.5에서 8까지 감소하였으며, Cu의 용출 농도는 pH 10에서 1.34mg/L까지 감소되었으며, pH 9-8에서는 불검출되어 탄산화 반응에 의해 바닥재의 환경적 안정성을 증진시킬 수 있음을 확인할 수 있었다.

• Resources Recycling
• /
• v.15 no.5 s.73
• /
• pp.47-51
• /
• 2006

The total amount of ash generated from the municipal solid waste incineration(MSWI) in Korea was approximately 420,000 tons in 2005 including 68,000 tons of fly ash. Fly ash from MSWI generally contains high amount of CaO (upto ${\sim}50%$) due to the treatment of flue gas by spraying CaO-base materials. Currently, most of fly ash generated is finally ended up with specially designed landfill sites and only less then 20% of fly ash is recycled. In the present work, preparation of $CaCO_3$ from the MSWI ny ash was studied to promote the fly ash recycling. Fly ash obtained from the dust collector in stoker-type MSWI is used to selectively dissolve CaO by using the sugar solution. Then, $CO_2$ gas was passed through the dissolved solution to pro- duce $CaCO_3$ powder. The optimum conditions for CaO dissolution were solid content 10%, reaction time 15 minutes, sugar concentration $10{\sim}15%\;and\;pH\;10.5{\sim}11.0$. The high grade $CaCO_3$ powder was obtained and the experimental conditions are also discussed.