• 자원리싸이클링
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• 제19권3호
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• pp.16-23
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• 2010

최근 고유가 시대로 접어들면서 연탄의 사용량이 급격하게 증가하고 있어 이때 발생되는 연탄재의 친환경적인 순화자원화 기술개발이 필요하게 되었다. 연탄재에는 가연성분인 미연탄소와 고온열적특성이 우수한 뮬라이트 성분이 다량 함유되어 있어 소성 에코벽돌의 원료로 적합하다고 판단된다. 이 연구의 목적은 연탄재에 함유되어 있는 미연탄소가 소성 에코벽돌의 특성에 어떠한 영향을 미치는 가를 파악하는데 있었다. 미연탄소 함량 10.5 wt%인 연탄재 50 wt%와 폐유리 50 wt%의 배합비율로 제조한 에코벽돌을 $950^{\circ}C$로 소성한 시험체의 압축강도는 소성 점토벽돌 국내규격(KS L 4201)의 1종 규격에 해당하였다. 특히, 미연탄소 함량이 1.0 wt%인 연탄재의 배합비율을 70 wt%까지 증가시켜 제조한 소성 에코벽돌 시험체의 압축강도는 소성 점토벽돌 1종 규격에 해당하였다.

• 한국세라믹학회:학술대회논문집
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• 한국세라믹학회 2004년도 춘계총회 및 연구발표회 초록집
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• pp.49.3-49.3
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• 2004

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.175-176
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• 2023

The masonry structure is constructed by cement mortar binding material of brick objects and uses reinforced hardware(connected hardware or wall tie) together when building. However, over time, the corrosion of reinforced steel and the deterioration of joint mortar as well as bricks cause the risk of collapse. In particular, when the externally decorated brick wall is installed on the concrete girder for each floor, the angle bracket is not constructed or corroded, the full-layer weight load is applied to the wall of 0.5B, which is an example of full-scale or collapse. As a result of the evaluation, it was confirmed that the performance was improved compared to the existing bracket, and we plan to carry out a real-life test and long-term performance review of the building using the bracket in the future.

• 한국세라믹학회지
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• 제15권4호
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• pp.213-223
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• 1978

The purpsoe of this study was to produce domestic stamping materials; sling mass which could be used as unburned refractory for iron melt'ladle. Batch compositions were based on Belgian Ladelite; mineral compositions were composed of 84 wt% of quartz and 16 wt% of clay, and particle sizes were divided into 12 wt% of 1410/297㎛, 18wt% 297/149㎛, 20wt% of 149/74㎛, 11wt% 74/44㎛ and 39wt% 44㎛ under. The effect of variable batch compositions were also investigated such as substitution of pyrophylite or industrial grade alumina for quartz and of zircon for portion of quartz and clay, increase of clay and addition on sericite. Samples were pressed at 100kg/㎠ with 7.4wt% of water or 7.4wt% of 4 wt% PVA solution. Dried and Fired properties of samples such as linear shrinkage, apparent porosity, modulus of rupture, refractoriness and corrosion resistance to blast furnace slag were investigated. The results are summarized as follows. 1. Dried samples are shrinked, but fired at 700-1400℃ expanded. Samples fired at 700-1000℃ and 1200-1400℃ tended to expand with incresing of firing temperature, but fired at 1000-1200℃ tended to shrink with increase of firing temperature. 2. Apparent porosity of samples fired at 700℃ is increased, but fired at 1200-1400℃ decreased with increasing of firing temperature. 3. Modulus of rupture of samples fired at 700℃ is decreased, but fired at above 700℃ increased with increasment of firing temperature. 4. Dried samples with 7.4 wt% of 4 wt% PVA solution better improve modulus of rupture than with 7.4 wt% of water, but the firing strength of the sampels fired at 700-1000℃ is showed reversely. 5. In quartz-clay system, mineral phases of samples fired at above 1200℃ are consisted of α-quartz, α-cristobalite and mullite. Respectively as firing temperature was rising up, intensity of α-cristobalite and mullite is in creased. 6. Quartz-Kibushi clay system, Kimcheun quartz(substitutuion of portion of industrial grade alumina for quartz) Hampyeung clay system and pyrophyllite-clay system are better in corrosion resistance to blast furnace slag than burned pyrophyllite brick. 7. 84 wt% of pyrophyllite-16wt% of clay system is superior in modulus of rupture and corrosion resistance to blast furnace slag to 84 wt% of quartz-16 wt% of clay system.

• Advances in concrete construction
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• 제13권3호
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• pp.215-221
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• 2022

Considering their similar mass densities, an attempt was made to optimize the mix design of micro-concrete that used barite sand as an aggregate by substituting marble powder (5%, 10%, 20%, 30%, 40%, 50%, 70%), clay brick powder (30%, 50%, 70%), and fly ash (30%, 50%, 70%) for the concrete (by mass) to form specimens for shaking table tests. The test results showed that for these three groups of materials, the substitutions had little effect on the density. The barite sand played a decisive role in the density, and the overall density of the specimens reached approximately 2.9 g/cm³. The compressive strength and elastic modulus decreased with an increase in the substitution rates for the three types of materials. Among them, the 28 day compressive strength values of the 40% and 50% marble powder groups were 11.73 MPa and 8.33 MPa, respectively, which were 58.7% and 70.7% lower than the control group, respectively. Their elastic modulus values were 1.33×10⁴ MPa and 1.42×10⁴ MPa, respectively, which were 39.1% and 35% lower than those of the control group, respectively. The 28 day compressive strength values of the 50% and 70% clay brick powder groups were 13.13 MPa and 5.8 MPa, respectively, which were 53.8% and 79.6% lower than the control group, respectively. Their elastic modulus values were 1.54×10⁴ MPa and 1.19×10⁴ MPa, respectively, which were 29.7% and 45.4% lower than those of the control group, respectively. The 28 day compressive strength values of the 50% and 70% fly ash groups were 13.5 MPa and 7.1 MPa, respectively, which were 52.5% and 75% lower than those of the control group, respectively. Their elastic modulus values were 1.36×10⁴ MPa and 0.95×10⁴ MPa, respectively, which were 37.9% and 56.6% lower than those of the control group, respectively. There was a linear relationship between the 28 day compressive strength and elastic modulus, with the correlation coefficient reaching a value higher than 0.88. The test results showed that the model materials met the high density, low compressive strength, and low elastic modulus requirements for shaking table tests, and the test data of the three groups of different alternative materials were compared and analyzed to provide references and assistance for relevant model testers.

• 자원리싸이클링
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• 제25권4호
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• pp.23-31
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• 2016

양양철광산 선광 부산물(폐석, 광미)의 폐기물공정시험기준에 의한 중금속용출량은 환경기준값 보다 낮아 유해성이 없으므로 그 자체를 물질전환법에 의해 순환자원화 하는 데는 문제가 없다. 선광 광미를 시멘트 부원료로 사용할 경우에는 시멘트 품질안정성 차원에서 전 알카리($R_2O$)함량이 포틀랜드 시멘트(KS L 5201) 품질 기준치인 0.6%를 초과하지 않도록 광미 첨가량을 3%이하로 사용하는 것이 좋다고 판단된다. 재활용 점토벽돌(KS I 3013) 1종 규격에 부합되는 비소성 에코벽돌은 무기결합제의 15%를 광미로 그리고 일반잔골재의 100%를 철광산 폐석으로 대체하여 제조 가능하였다. 이처럼 선광 부산물을 시멘트 부원료 및 비소성 에코벽돌로 순환자원화함으로서 광미 적치장의 축소 및 유지관리비용 절감 그리고 에너지 사용 및 $CO_2$ 발생 절감으로 환경적 효과 및 경제적 효과를 동시에 얻을 수 있을 것이다.

• 자원리싸이클링
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• 제8권1호
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• pp.23-28
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• 1999

적점토와 밀스케일, 물유리를 원료로한 축열용 난방재를 개발하기 위해 제반 기초적 실험을 수행하였다. 원료배합 및 소성 조건에 따른 축열재 시료의 소성특성, 열용량, 항절력, 미세조직 등을 분석하였다. 소성체의 수축은 적점토의 비율이 높을수록 증가하였다. $300^{\circ}C$까지는 건조수축이, $300~700^{\circ}C$ 영역에서는 산화철의 상변화에 의한 완만한 팽창, $1200^{\circ}C$ 이상에서는 급격한 팽창을 나타내었다. 항절력은 밀스케일 : 적점토 비가 1:1에서 3:1로 변함에 따라 5.6MPa에서 2.35MPa로 감소하였다. 열용량은 밀스케일 : 적점토의 비율이 1:1~3:1인 경우, $1.25~1.35J/g^{\circ}C$의 값을 나타내었다. 시험편과 공기와의 접촉을 제한함으로써, 시료 내 밀스케일 성분이 소성과정에서 용융하여 시편 표면으로 용출되는 현상을 억제시킬 수 있었고, 이에 따라 균일한 표면의 시료를 제작할 수 있다. 밀스케일의 첨가는 소성체를 다공질화시켜, 축열재의 축열 후 냉각속도를 낮추는데 기여할 것으로 판단된다.

• Nuclear Engineering and Technology
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• 제56권2호
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• pp.666-672
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• 2024

In the present work, a new brick series based on the Vietnamese white clay minerals from the Bat Trang was fabricated to be applied in the radiation protection applications during the decommissioning of the nuclear power reactors. The bricks were constructed under various pressure rates varied from 7.61 MPa to 114.22 MPa. The influence of pressure rate on the physical and γ-ray shielding properties were investigated in the study. The experimental measurement for the material's density using the MH-300A density meter showed an enhancement in the prepared bricks' density by 22.5 % with increasing the applied pressure rate while the bricks' porosity reduced by 31.2 % when the pressure rate increased from 7.61 MPa to 114.22 MPa. The increase in the fabricated bricks density and the reduction in their porosities enhances the bricks' linear attenuation coefficients as measured by the NaI (Tl) detector along the energy range extended from 0.662 MeV to 1.332 MeV. The linear attenuation coefficient increased by 13.8 %, 17.6 %, 17.0 %, and 17.1 % at gamma ray energies of 0.662 MeV, 1.173 MeV, 1.252 MeV, and 1.332 MeV, respectively. The enhancement in the linear attenuation coefficient increases the bricks' radiation protection efficiency by 10.22 %, 14.48 %, 14.09 %, and 14.26 % at gamma ray energies of 0.662 MeV, 1.173 MeV, 1.252 MeV, and 1.332 MeV, respectively.

• 자원리싸이클링
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• 제11권2호
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• pp.36-44
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• 2002

폐기처분되는 gamet 미분말의 재활용 측면에서 이를 적벽돌의 원료로 활용하는 방안에 관한 연구를 수행하였다. 적벽돌의 물리적 강도에 있어서 점토가 높은 $SiO_2$, $Al_2$$O_3$및 $Fe_2$$O_3$함량과 점성을 가지는 것은 매우 중요한 성질이다. 그러나 폐garnet 미분말의 경우 이들의 함량은 높지만 점성이 매우 작으므로, 점토를 대체할 수 없을 것으로 판단하여 모래의 대체제로 적용하고자 하였다. 점토의 화학성분 중 강도를 나타내는 함량이 폐garnet 미분말에서도 상당히 높은 것으로 파악되었으며, 이는 적벽돌의 강도에 긍정적인 영향을 주는 것으로 파악되었다. 적벽돌 제조시의 원료 배합은 {점토-모래}, {모래-폐gamet 미분말}, 그리고 {점토-모래-폐gamet 미분말} 조합을 무게 비율로 각각 조절하였으며, 적벽돌 공시체의 물리적 특성 실험은 압축강도.흡수율.수축율.비중에 대하여 실시하였다. 그 결과 최적의 원료 배합 조건은 무게를 기준으로 할 때 {점토50%+모래 30%+폐 gamet 미분말 20%}인 것으로 파악되었다. 본 연구의 결과 폐gamet 미분말을 재활용하여 제작한 적벽돌의 상업적 생산이 가능하며, 유효자원의 재이용 측면에서도 경제성을 가질 것으로 판단되었다.

• Earthquakes and Structures
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• 제23권1호
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• pp.13-21
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• 2022

Masonry constructions exhibit uncertain behaviors under dynamic effects such as seismic action. Complex issues arise in the idealization of structural systems of buildings having different material types and mechanical properties. In this study, the structural behavior of a vaulted masonry building constructed using full clay brick and lime-based mortar and sitting on consecutive arches was investigated by experimental and numerical approaches. The dimensions of the structure built in the laboratory were 391 × 196 cm, and its height was 234 cm. An incremental repetitive loading was applied to the prototype construction model. Along the gradually increasing loading pattern, the load-displacement curves of the masonry structure were obtained with the assistance of eight linear displacement transducers. In addition, crack formation areas, and relevant causes of its formation were determined. The experimental model was idealized using the finite element method, and numerical analyses were performed for the area considered as linear being under similar loading effect. From the linear analyses, the displacement values and stress distribution of the numerical model were obtained. In addition, the effects of tie members, frequently being used in the supports of curved load-bearing elements, on the structural behavior were examined. Consequently, the experimental and numerical analysis results were comparatively evaluated.