• Proceedings of the Materials Research Society of Korea Conference
• /
• 2008.05a
• /
• pp.49.2-49.2
• /
• 2008

• Korean Journal of Agricultural Science
• /
• v.5 no.2
• /
• pp.120-126
• /
• 1978

Comparative studies have been carried out to elucidate effects of 3 types of Japanese hardening agents and cement on the compressive and tensil strength of solidified briquette ashes with different ages, when various mixing ratio were applied. 1. The hardening agent, especially type C, were appeared to be better than the cement to obtain higher compressive and tensil strength of the products. 2. The compressive strength when mixing ratio of 1 : 3 applied were : $177.6kg/cm^2$. for type C; $168.6kg/cm^2$ for type A; and $155.94kg/cm^2$ for type B. 3. The tensil strength when mixing ratio of 1 : 3 applied were: $24.63kg/cm^2$ for type C ; $23.14kg/cm^2$ for type B; and $22.45kg/cm^2$ for type A. 4. Although the solidified briquette ashes were found to be not as strong as cement mortar, it is (considered that they could be used instead of low-strength concrete, and that they could contribute to reduce the amount of terminal city-wastes then to reduce pollutions caused by the wastes.

• 발명특허
• /
• v.8 no.11 s.93
• /
• pp.46-48
• /
• 1983

• Korean Journal of Agricultural Science
• /
• v.8 no.2
• /
• pp.185-194
• /
• 1981

This study was carried out to determine the effect of accelerated curing on the strength of standard sand mortar and briquette ash mortar. The standard sand mortars and the briquette ash mortars made by mixture of the standard sand:cement and the briquette ash:cement at the ratio of 2 : 1, 3: 1 and 4 : 1, respectively, were cured at 4 different temperature of $20^{\circ}C$, $60^{\circ}C$, $80^{\circ}C$ and $100^{\circ}C$. The compression and tensil strength of mortars were measured at ${\sigma}_3$, ${\sigma}_7$, ${\sigma}_28$. The results obtained are summarized as follows; 1. At each age of curing and each curing temperature, the compression and tensile strength of the mortars made by the mixture of cement and standard sand was significantly higher than that of the mortars made by the mixture of cement and briquette ash. But the increasing rate of strength in compression and tension was significantly higher at the mortars of cement and briquette ash than those of cement and standard sand. 2. The strength of mortars which showed lower strength than Korean Standard at ordinary curing temperature was significantly increased and showed higher value than Korean Standard by the accelerated curing at high temperature. The increasing rate of strength by the accelerated curing was higher at the mortars containing less amount of cement than those containing more cement. The hardening of the mortars containing less amount of cement was significantly promoted by the accelerated curing in high temperature. 3. When the briquette ash was substituted for the materials of cement mortar, decline of the mortar strength is. unavoidable. But the enhancement of the mortar strength is still expected by the experimental results that the strength of cement-briquette ash mortar showed an increase of 137.6% by the accelerated curing at $60^{\circ}C$, 164.1% at $80^{\circ}C$ C and 183.8% at $100^{\circ}C$, respectively, compared with the strength of mortar cured at $20^{\circ}C$ for 28 days. 4. As the strength of cement briquette mortar is lower than that of cement standard sand mortar, the cement briquette ash mortar is expected to be increased in strength by the accelerated curing at high temperature. The cement briquette mortar is expected to be utilized to the production of secondary mortar goods or the constructions which need low strength of mortar.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
• /
• v.11 no.4
• /
• pp.19-33
• /
• 1982

Briquette ashes, one of important solid wastes in Korea, have relatively high compression strength in spite of their low density, and provide sufficient surface area and some adsorption capacity. Results of this research show that a fixed-film biological process using briquette ashes as media can accomplish BOD removal efficiencies in treating organic wastewaters such as alcoholic waste, diluted nightsoil and sewage , and formula can be derived to determine the effluent BOD concentrations by superficial or volumetric organic loadings. Settling tanks may be required because effluent SS concentration is deteriorated due to the SS in influent or due to the slough-off of slime layer on the media when briquette ashes are utilized for a long period.

• Journal of Aquaculture
• /
• v.9 no.3
• /
• pp.239-245
• /
• 1996

As one of the red tide control method, montmorillonite was used to eliminate the causative organisms in Korea and Japan. We assayed the loess to replace the montmorillonite because it distribute in large quantity and nearby the red tide occurrence in South Coast of Korea. By using the mixture of loess and coal ashes, we examined the decreasing level of nutrients such as ammonia and phosphate, the elimination of causative organisms as a chlorophyll a content, and the harmful effect on aquaculture orgarnisms in cage culture farms. Half of the ammonium and phosphate was adsorbed by the loess particles, but only $25\%$ of ammonium was adsorbed by the coal ashes particles. In water column test, the particles of loess and coal ashes were settled down by $80\%$ in 20 minutes, the red tide organisms was eliminated by $80\%$ after 2 hours in 1,000 ppm of loess suspension, but the organisms were eliminated only $30\%$ by the same concentration of coal ashes. The harmful test of fishes and invertbrates, we observed any other negative effects of test animals than a tint deceleration in yellowtail.

• Korean Journal of Agricultural Science
• /
• v.19 no.2
• /
• pp.153-160
• /
• 1992

To investigate the potential of paper mill sludge and briquet ash as cultural media in turfgrass, zoysiagrass was grown in the mixtures prepared with paper mill sludge and briquet ash. The mixtures were consisted of sludge and briquet ash in the ratio by volume 3:1, 2:1, 1:1, 1:2, and 1:3 in the order. To compare the growth responses, some plants were grown in the medium containing sand(3), field soil(1) and peatmoss (1) by volume anti regarded as control. 1. Activated sludge mixed with sand increased plant height, fresh weight, and dry weight more than 1.5-2.0 times compared to those of the control. The highest plant growth was shown in mixtures containing 67% activated sludge. 2. Plant density per $100cm^2$ and chlorophyll content were higher in all mixtures containing activated sludge than control. 3. The growth of zoysiagrass was reduced along with the increase of non-activated sludge ratio, but no difference was found in chlorophyll content. 4. Plant height, fresh weight and dry weight were greater in activated sludge combined with sand compared to the briquet ash mixtures, but the difference of shoot density between two mixtures was not shown. 5. Even though non-activated sludge appeared not to be appropriate to the growth of seedlings, the number of tillers of plant propagated with rhizome was more increased compared to control when briquet ash content was less than 75%.

• Korean Journal of Soil Science and Fertilizer
• /
• v.17 no.2
• /
• pp.90-95
• /
• 1984

To improve the physico-mechanical characteristics of heavy clayey paddy soils(Hwadong series) on Diluvial terrace after application of fine sand and briquette ashes, barley and rice were cultivated for 2 years. The influences of sand and briquette ashes on soil properties and on the crops were summarized as follows: 1. Application of the adding materials could not affect the yield of rice but barley yields were increased significantly about 18-19% in the plots of sand 100t/10a(clay 15% adjusted) and in the plots of briquette ashes. 2. The porosity and the content of water stable aggregates were decreased in the plots of sand and briquette ash adding. The chemical properties were slightly decreased in the plots of sands while the contents of av. $SiO_2$: and extr K were increased in the plots of briquette ashes. 3. Soil mechanical properties such as cone penetration resistance, shearing resistance and plastic index etc. were decreased while the friction resistance increased in the plots of sand and briquette ash treatments. Consequently, the adaptability to mechanization was increased. 4. The content of rice roots in subsoils (10-20cm) were increased in the plots of sand and briquette ash treatments.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.12 no.1
• /
• pp.207-217
• /
• 1992

In this study, isolated and cultured nitrogen fixed microbes were seeded in the three-phase fluidized bed in which gas, solid and liquid were contacted directly. Input velocity was varied from 8.12 cm/hr to 16.32 cm/hr. And upflow gas pressure was fixed to 80 psi. Return ratios were from 0.2 to 0.6 with the each experimental condition. According to these condition, movement of media, growth of biofilm and removal efficiency were measured. As the results, in case of briquette ash, biofilm was developed to $170{\mu}m$ when velocity was 8.12 cm/hr and return ratio was 0.6. In this condition, COD removal efficiency was 97% and $NH_4$-N removal efficiency was 83%. At the same condition, biofilm thickness of glass bead was $17.59{\mu}m$ and its COD and $NH_4$-N removal efficiency was 83% and 72%. Nitrogen fixed microbes have following characters: it formed dark-brownish sludge, excellent adhesive force, easy solid-liquid separation and low oxygen uptake ratio, but sensitive to DO concentration. Not only it endured shock loading, but required short time to steady state.

• Journal of the Korean Institute of Landscape Architecture
• /
• v.16 no.1
• /
• pp.37-42
• /
• 1988

For the purpose of cultivating landscape plants, the culture soil of briquet ashes and sludge cakes from urban drainages was used as a bed soil. And Taxus cuspidata, syringa vulgaris, Ligstrum obtusifolia and Buxus microphylla were selected as experimental materials on this soil. The comparison of their growth showed the following results. Each plant showed a slight difference in primary growth and two months after planting, there were notable differences between treated and control plots respectively. Syringa vulgaris shoved the highest growth and the next were Ligstrum obtusifolia and Taxus cuspidata in series. Especially Taxus cuspidata showed the lowest quantity of dry weight compared with other plants, and influenced a little by mean temperature and solar radiation. It is expected to get a high effect in landscape planting by using briquet ashes and sludge cakes.