• Advances in concrete construction
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• 제13권4호
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• pp.281-289
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• 2022

3D printing cement-based materials (3DPCBM) is an innovative rapid prototyping technology for construction materials. This study is tested on the rheological behavior, printability and buildability of steel slag (SS) content based on the extrusion system of 3D printing. 0, 8 wt%, 16 wt%, 24 wt%, 32 wt% and 40 wt% SS was replaced cement, The test results revealed that the addition of SS would increase the fluidity of the printed paste, prolong the open time and setting time, reduce the plastic viscosity, dynamic yield stress and thixotropy, and is beneficial to improve the pumping and extrudability of 3DPCBM. With the increase of SS content, the static yield stress developed slowly with time which indicated that SS is harmful to the buildability of printing paste. The content of SS in 3DPCBM can reach up to 40% at most under the condition of satisfying rheological property and buildability, it provides a reference for the subsequent introduction of SS and other industrial solid waste into 3DPCBM by explored the influence law of SS on the rheological properties of 3DPCBM.

• Steel and Composite Structures
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• 제49권6호
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• pp.615-631
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• 2023

To investigate the seismic behavior of steel slag self-stressing concrete-filled circular steel tubular (SSSCFCST) columns, 14 specimens were designed, namely, 10 SSSCFCST columns and four ordinary steel slag (SS) concrete (SSC)-filled circular steel tubular (SSCFCST) columns. Comparative tests were conducted under low reversed cyclic loading considering various parameters, such as the axial compression ratio, diameter-thickness ratio, shear-span ratio, and expansion ratio of SSC. The failure process of the specimens was observed, and hysteretic and skeleton curves were obtained. Next, the influence of these parameters on the hysteretic behavior of the SSSCFCST columns was analyzed. The self stress of SS considerably increased the bearing capacity and ductility of the specimens. Results indicated that specimens with a shear-span ratio of 1.83 exhibited compression bending failure, whereas those with shear-span ratios of 0.91 or 1.37 exhibited drum-shaped cracking failure. However, shear-bond failure occurred in the nonloading direction. The stiffness of the falling section of the specimens decreased with increasing shear-span ratio. The hysteretic curves exhibited a weak pinch phenomenon, and their shapes evolved from a full shuttle shape to a bow shape during loading. The skeleton curves of the specimens were nearly complete, progressing through elastic, elastoplastic, and plastic stages. Based on the experimental study and considering the effects of the SSC expansion rate, shear-span ratio, diameter-thickness ratio, and axial compression ratio on the seismic behavior, a peak displacement coefficient of 0.91 was introduced through regression analysis. A simplified method for calculating load-displacement skeleton curves was proposed and loading and unloading rules for SSSCFCST columns were provided. The load-displacement restorative force model of the specimens was established. These findings can serve as a guide for further research and practical application of SSSCFCST columns.

• 한국환경보건학회지
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• 제35권3호
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• pp.226-234
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• 2009

The main objective of this study was to evaluate the effects on shape and size, compressive strength, water absorption and heavy metals leaching with various weight mixing ratios in waste ash brick products using waste recycling MSWI(Municipal Solid Waste Incinerator) bottom ash, steel slag and waste building material. The manufacturing processes for the waste ash brick consist of screening, mixing, conveyor transmission, compaction.forming, and curing steps of raw materials. The weight mixing ratios of steel slag around bottom ash were adjusted within the ranges of 10% to 30%. The reported results show that the width and thickness of the manufactured waste ash brick could be satisfied with $90{\pm}2mm\;and\;57{\pm}2mm$, respectively which are K.S. standards of products qualities. And in case of length, only 20-Ba50Ss30, 20-Ba60Wb20 and 20-Ba50Wb30 for the mixing ratios could be satisfied with $190{\pm}2mm$ that is K.S. standards of products quality. The compressive strength and water absorption for 20-Ba50Ss30 and 20-Ba70Wb10 were over $8N/mm^2$ and below 15% respectively that are K.S. standards of manufactured waste ash brick. The results of tests for the heavy metals leaching in the all manufactured waste ash bricks are also passed to the wastes management regulations. The cost analysis of 20-Ba50Ss30 is evaluated. The manufacturing cost is evaluated 34.3 won/brick with 8 hours and 20tons of raw material per day. Incinerators with problems in bottom ash disposal can therefore derive significant benefits from the application of waste ash brick production.

• 대한환경공학회지
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• 제39권5호
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• pp.303-309
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• 2017

본 연구에서는 제강슬래그와 활성탄의 수중의 인 제거 효율을 비교하였다. 제강슬래그는 0.5~2.0 g/200 mL, 활성탄은 3.0~6.0 g/200 mL를 주입하여 흡착실험을 진행하였다. 제강슬래그의 양에 따른 제거 효율은 60분의 실험 결과 47~99%, 활성탄은 240분의 실험 결과 81~98%를 보였다. 흡착등온식을 적용하였을 때 Langmuir식에 더 적합하였으며 제강슬래그와 활성탄의 흡착능력을 비교하였을 때, 이론적 최대흡착량($Q_0$)은 제강슬래그에서 91 mg/g, 활성탄에서 27 mg/g으로 나타났다. 또한 반응속도는 유사 2차식을 따르며 속도상수($k_2$)는 제강슬래그에서 0.023~0.136 g/mg.min, 활성탄에서 0.025~0.122 g/mg.min으로 나타났고, 평형에서의 흡착량($q_e$)은 제강슬래그가 10.8~18.4 mg/g, 활성탄은 3.30~5.49 mg/g로 나타났다. pH의 경우 초기 pH 2에서 제강슬래그와 활성탄 모두 가장 높은 인 제거효율을 나타내었다. 따라서 폐수 내 인 제거 면에서 제강슬래그가 활성탄에 비해 우수하였다.

• Geomechanics and Engineering
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• 제10권2호
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• pp.247-256
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• 2016

In this paper, based on understanding the design theories on soil stabilization, a series of soil stabilizers were prepared with different kinds of industrial wastes such as calcined coal gangue (CCG), blast furnace slag (SS), steel slag (SL), carbide slag (CS), waste alkali liquor (JY), and phosphogypsum (PG). The results indicated that when the Portland cement (PC) proportion was lower than 20% in the stabilizer, for the soil sample selected from Wuhan (WT) and Beijing (BT), the unconfined compress strength (UCS) of the stabilized soil specimens could increase 4.8 times and 5.4 times respectively than that of the specimens stabilized only by PC; compared with the UCS of the specimen stabilized only by PC, the UCS of the specimen which was made from soil sample WT and stabilized by the stabilizer composed only by CCG, CS, and PG increased 1.5 times, and UCS of the specimen which was made from soil sample BT and stabilized by the stabilizer composed only by SS, JY, and PG increased 4.5 times.

• 공업화학
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• 제26권4호
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• pp.477-482
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• 2015

본 연구에서는 순환골재와 순환골재/제강슬래그 조합을 이용하여 수용액상에서 $Cr^{6+}$과 $As^{3+}$ 흡착 특성을 평가하였다. 순환골재와 제강슬래그의 주요 성분(CaO, $SiO_2$, $Al_2O_3$, $Fe_2O_3$)이 각각 91%와 86.9% 함유되어 흡착제로서 유리한 조성을 가지고 있다. 순환골재와 순환골재/제강슬래그 조합에 있어서 $Cr^{6+}$과 $As^{3+}$의 동역학적 평형은 각각 180 min과 360 min 이후에 도달하였다. 동적흡착결과를 유사 1차 모델과 유사 2차 모델로 분석한 결과 두 모델 모두 더딘 평형 결과를 나타냈다. 순환골재와 순환골재/제강슬래그 조합에 있어서, 평형흡착 실험은 Freundlich 모델에 잘 부합했고, $Cr^{6+}$보다 $As^{3+}$의 흡착량이 더 높았다. 용액의 pH가 6에서 10으로 증가함에 따라서 $As^{3+}$의 흡착률은 증가하는 것으로 나타났다. 한편, $Cr^{6+}$는 감소를 나타냈다. 본 연구 결과를 통해 순환골재 및 순환골재/제강슬래그 조합은 중금속($Cr^{6+}$, $As^{3+}$)을 효율적으로 제거할 수 있는 흡착제로 판단된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.247-248
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• 2010

본 연구는 산업폐기물을 이용한 인공경량골재의 제조에 관한 실험적 연구이다. 실험결과, 산화슬래그를 부원료로 사용한 경우, 소성온도 $1,150^{\circ}C$에서 낮은 절건밀도와 낮은 흡수율을 나타내었고 유리연마슬러지의 경우는 본 연구에서 사용한 범위 이상을 사용하여야 경량화가 가능할 것으로 판단된다. 그러나 고로슬래그 미분말은 경량골재 원료로 사용하기에는 부적합한 것으로 판단된다.

• 한국환경농학회지
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• 제25권1호
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• pp.14-24
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• 2006

자연정화공법에 의한 농촌 전원 독립가구 하수처리장치의 적정 설치방법을 결정하기 위하여 호기성조와 혐기성조로 구성된 소형 하수처리장치를 설계 및 시공하였다. 소형 하수처리장치에서 여재 깊이에 따른 수처리 효율을 조사한 결과 호기성조와 혐기성조 모두 여재의 깊이가 깊어질수록 수처리 효율이 증가함으로 여재의 깊이를 90 cm이상으로 하는 것이 좋을 것으로 판단된다. 소형 하수처리장치의 최적 깊이인 90 cm하에서 호기성조 대 혐기성조 비율에 따른 수처리 효율을 조사한 결과 모든 여재에서 1 : 2 및 1 : 3의 호기 혐기 비율이 1 : 1에 비해 약간 높은 경향이었다. 따라서 소형 하수처리장치에서의 최적조건은 여재의 깊이는 90 cm이었고, 호기 혐기 비율은 1 : 2의 비율이었으며, 최적 여재는 왕사와 쇄석이었으며, 최적조건하에서 수처리효율은 BOD가 $97{\sim}99%$, COD가 $87{\sim}97%$, SS가 $88{\sim}99%$, T-N이 $57{\sim}68%$ 및 T-P가 $96{\sim}99%$이었다. 따라서 이러한 조건을 자연정화공법을 이용한 하수처리장치에 적용하면 하수처리장치의 부지면적을 최대한 줄이면서 높은 하수처리효율을 유지할 수 있을 것으로 판단된다.

• 한국건축시공학회지
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• 제15권3호
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• pp.273-280
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• 2015

본 연구는 3시간 내화성능을 만족할 수 있는 고성능 무내화피복 CFT 기둥 개발을 위한 연구로서, 고로슬래그 미분말 치환율에 따른 성능평가를 실시한 결과 고로슬래그 미분말 치환율이 증가함에 따라 내화성능이 개선되는 것을 확인 할 수 있었으며, 내화성능을 고려한 CFT 기둥용 100MPa 충전콘크리트의 고로슬래그 미분말 적정 사용량은 40%로 나타났다. 이에 따라 고로슬래그 미분말 40% 혼입 100MPa 충전콘크리트를 적용한 CFT 실물 시험체를 대상으로 재하하중별 내화시험을 실시한 결과 재하하중이 증가함에 따라 내화성능 발현시간이 감소하는 것으로 나타났으며, 재하하중 2,000kN에서는 240분 이상의 내화성능을 나타내었고, 3,000kN에서는 184분, 4,000kN에서는 120분의 내화성능을 나타내었다.

• 한국해양공학회지
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• 제13권4호통권35호
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• pp.28-36
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• 1999

Wet underwater arc welding process is investigated by using experimentally developed flux coated underwater arc welding electrode and SS400 steel plate of 12mm thickness as base metal. Three kinds of different flux covered wet arc welding electrode of 4mm diameter(BK-01, BK-02, BK-03) are individually developed, and one of the improved underwater welding electrode (BK-03) may be put to practical use for underwater wet arc welding process. The results obtained from this experimental study are as follows : 1. Arc stability of developed underwater wet welding electrode is better than that of the domestic covered arc welding electrode. 2. Workability of welding electrode, remove ability of slag and bead appearances using improved underwater wet welding electrode are remarkably better than that of others. 3. Heat affected zone of test specimen welded in the underwater gets to become a lot smaller than that of test specimen welded in the air, and the maximum hardness of heat affect zone of developed underwater wet welding electrode is lower to that of domestic arc welding electrode.