• Title/Summary/Keyword: 산업순환

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Quantitative Analysis of Rietveld Method Minerals by Sintering Temperature of Cement Clinkers with Fly Ash (리트벨트법에 의한 석탄재를 적용한 시멘트 클링커의 소성 온도별 광물 정량분석)

  • Yoo, Dong-Woo;Im, Young-Jin;Park, Tae-Gyun;Lee, Chang-Hyun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.4
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    • pp.514-519
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    • 2020
  • In this study, cement clinkers were sintered at each temperature by replacing some of the clay components of cement clinkers with coal materials. The mineral phase change of sintered cement clinker was quantitatively analyzed by XRD-Rietveld method. As the sintering temperature of cement clinker increased, the amount of belite decreased, the amount of alite increased, and the amount of free-CaO decreased. The form of alite and belite could be distinguished at sintering temperature of 1450℃ or higher. The crystal size was greatly increased at 1500℃ sintering. It was confirmed that the excessive sintering was progressed. Free-CaO decreased with the increase of sintering temperature. At 1450 ℃ or higher, it was less than 0.5%. In 1450℃ or greater, it is determined that enough sintering is included. Therefore, the application of fly ash as a raw material of cement clinker was judged to be usable as a source of chemical components of alumina and iron raw materials.

Basic Factors for Quality Stability of Material Recycling Product Using Plastic Waste from Households (생활계 폐플라스틱 물질 재활용 제품의 품질안정화를 위한 기초 요인 검토)

  • Kang, Suk-Pyo;Kang, Hye-Ju;Shin, Sung-Chul;Kim, Young-Sik;Lee, Hoo-Seok
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.4
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    • pp.436-443
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    • 2020
  • In this paper, we tried to examine the composition ratio of plastic waste from households according to the generated city and the qualities according to the production time of material recycling products. As a result, the composition ratio of recyclable plastic waste among the total plastic waste according to the generated cities is 64.5~90.4%, showing a big difference by city. In addition, the quality evaluation of material recycling products by production time for four months showed that the average tensile strength was 12.33MPa, the average elongation rate was 5.94%, the average density was 1.35g/㎤ and the average ash content was 3.66%.

An Experimental Study on Indoor Pollutant Reduction of Cementitious Composite Using Charcoal and Phytoncide (숯과 피톤치드를 사용한 시멘트계 복합재의 실내 오염물질 저감에 관한 실험적 연구)

  • Jeong, Hyeon-Woo;Jeong, We-Young;Jung, Yoong-Hoon;Han, Song-Yi;Park, Sun-Gyu
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.1
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    • pp.13-19
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    • 2021
  • In modern society, indoor activities time is increasing due to industrial development. Interest in indoor air quality is increasing as indoor activity time increases. The main causes of indoor air pollution are formaldehyde which a chemical cause, and fungi which a biological cause. Phytoncide effectively reduces Formaldehyde and Fungi. Charcoal which possess porous-structure has a good absorbance of pollutants. In this study, the authors manufactured functional cement matrix using by phytoncide and charcoal to remove formaldehyde and fungi. In this study, Functional cement matrix reduced formaldehyde and Fungi and effectively improve indoor air quality.

Characteristics of Thermal Conductivity of Concrete Containing Fine Bottom Ash Aggregates (바텀애시 경량골재를 사용한 콘크리트의 열전도율 특성)

  • Park, Ji-Hun;Jung, Hoe-Won;Yang, In-Hwan
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.4
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    • pp.596-603
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    • 2020
  • In this paper, an experimental study was conducted to investigate the applications of bottom ash, which is an industrial by-product obtained from thermal power plants. Bottom ash was used as fine aggregate in this study, and an experiment was conducted to determine the characteristics of the bottom ash aggregate. In addition, 25, 50, 75, and 100% contents of crushed (natural) fine aggregate were replaced with bottom ash aggregate to produce concrete mixture including bottom ash. Thereafter, test results of the unit weight, ultrasonic velocity, compressive strength, and thermal conductivity of bottom ash concrete were obtained. Moreover, the effect of the curing ages of 28 and 91 days on the material characteristics of bottom ash concrete were identified. Test results showed that bottom ash used as fine aggregate had pozzolanic reaction. Finally, based on the extensive experimental results, relationships between thermal conductivity and unit weight, ultrasonic velocity, and compressive strength was suggested.

Vegetation Effects and Properties on Green Soil Blended with Cement-Based Materials for Slope Stability (시멘트 기반 재료를 혼합한 사면 안정용 녹생토의 물성 및 식생 영향성)

  • Choi, Yoon-Suk;Kim, Joo-Hyung;Cho, Young-Keun;Kim, Ho-Kyu;Park, Ok-Yun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.2
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    • pp.117-126
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    • 2021
  • An experimental study was carried out to investigate the applicability of cement-based materials for green soil which is a soil for promoting plant growth. The results show that the shear strength of the green soil mixed with gypsum cement (No.3) was low, but the hardness (23.6mm) and pH value (7.4) was most suitable for the vegetation environment. In addition, the initial vegetation germination of green soil, which improved performance by adding a moisturizer, was slower than that of general green soil, and the conductivity value tended to be slightly higher. On the other hand, the slope adhesion of advanced green soil was high, and it was found that the plant growth rate and the regeneration capacity were superior after time passed.

Fundamental Study on the Strength and Heat Transferring Charcteristic of Cement Composite with Waste CNT (폐CNT를 혼입한 시멘트 복합체의 강도 및 열전달 특성에 대한 기초적 연구)

  • Koo, Hounchul;Kim, Woon-Hak;Oh, Hongseob
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.1
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    • pp.66-73
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    • 2022
  • The purpose of this study was to develop self-heating concrete by utilizing the conduction resistance of concrete in order to reduce the risk of occurrence of black ice in the concrete pavement in winter and to prevent damage caused by freez-thawing effect. For this purpose, it was attempted to evaluate the strength and temperature exothermic characteristics using powder and liquid waste CNTs and a waste cathode agent as a conduction promotion. It was analyzed that liquid waste CNT had an effective dispersion degree in the mortar and a small decrease in strength occurred. In addition, DC 24 V was supplied by applying steel mesh, copper foil and copper wire to the mortar as electrodes, and the temperature change characteristics according to the mixing ratio of spent CNTs, anodes and carbon fibers were evaluated. In addition, by evaluating the temperature characteristics according to the electrode spacing from the selected optimal mixture, it was confirmed that it had sufficient heating characteristics up to an electrode spacing of 100 mm up to AC 50 V.

Properties of Grout Material for Seawall Using Slags from Steel Making Industry (철강산업부산물을 사용한 방조제용 그라우트 재료 및 그 특성)

  • Ha-Seog, Kim;Kee-Seok, Kim;Bong-Hyun, Baek;Sim-Hoon, Yook
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.4
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    • pp.523-530
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    • 2022
  • The problem in the construction of seawall reinforcing the seawall where there is seawater flow is the outflow of materials. Gravity-type pouring of concrete is difficult to fill the voids smoothly, and the cement of concrete that has not hardened is likely to be dispersed in seawater. This phenomenon not only reduces the reliability of quality after concrete hardening, but can also adversely affect the surrounding environment. Therefore, there is a need for a gel-like injection material that can be injected, In this study, the initial strength and durability improvement effect of seawater immersion were evaluated by using electrofurnace reduction slag and blast furnace slag with acute properties. As a result of the experiment, it was possible to prepare a gel-like injection material having flowability through reaction with silica-based chemical liquid. The flowability of the gel is 105~143 mm depending on the formulation, and the on-site simulation test can fill the voids without external leakage, confirming its on-site applicability.

A Study on the Properties of Hwangto Permeable Block Using Ferro Nickel Slag (페로니켈슬래그를 혼입한 황토투수블럭 물성에 관한 연구)

  • Kim, Soon-Ho
    • Journal of the Korea Institute of Building Construction
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    • v.22 no.6
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    • pp.607-618
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    • 2022
  • This study involves the development of a Hwangto permeable block for rainwater storage tanks. The permeable products that form continuous voids between Hwangto binders and aggregates are fine milled slag powder, which is an industrial by-product generated during the production of Hwangto and iron, and ferro nickel slag. The properties of Hwangto permeable blocks were studied using recycled resource aggregates. The target quality is based on KSF 2394. The Hwangto permeable block for a rainwater storage tank is made of water-permeable material, and the permeability of the Hwangto permeable block itself is 0.1mm/sec or higher, with a physical performance of over 5.0MPa in flexural strength and over 20.0MPa in compressive strength. The physical properties of Hwangto permeable block for rainwater storage tanks were researched and developed. In order to prevent flooding due to heavy rain in summer and the urban heat island phenomenon due to depletion of ground water, continuous pores are formed in the block to secure a permeability function to prevent rainwater from accumulating in the pavement of the floor, and to prevent slippage for comfortable and safe storage.

Hydration Reaction and Strength Characteristics of Cement Mortar Mixed with Spent Coffee Ground (커피찌꺼기를 혼합한 시멘트 모르타르의 수화반응 및 강도 특성)

  • Choi, Yoon-Suk;Lim, Gwi-Hwan;Suh, Jung-Il;Kim, Sung-Bae;Park, Byoungsun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.1
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    • pp.15-22
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    • 2022
  • In this study, the hydration reaction and strength characteristic of cement mortar with spent coffee ground(SCG) was investigated. As a result of the study, it was found that as the firing temperature of the SCG increased, the mass loss due to the combustion of organic matter increased, but the density increased. In addition, when the SCG were mixed, SCG interfered with the hydration reaction and the compressive strength was significantly lowered. On the other hand, the coffee grounds ash(SCG_Ash) calcined at 800 ℃ showed a hydration reaction and a compressive strength equivalent to or higher than that of OPC mortar.

Numerical Simulation of Changes on Mixed Layer Depth with Climate Variability : SCHISM model (기후변동성을 고려한 연안해역의 혼합층 두께 변화양상 검토: SCHISM 적용)

  • Yoo, Hyung Ju;Lee, Joon-Soo;Kim, Dong Hyun;Lee, Seung Oh
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.273-273
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    • 2022
  • 혼합층(Mixed layer)은 온도가 일정한 수심층으로, 해수표면에 작용하는 바람의 영향으로 인하여 해수가 위아래로 섞여 형성된다. 이러한 혼합층은 영양염의 순환과 산소의 공급 등과 함께 일차생산량을 결정하는 중요한 요인이 될 수 있으며 혼합층 두께의 변동은 양식 산업에 영향을 미칠 수 있다. 최근에는 기후변화로 인한 해수면 상승 및 해수온 상승 등이 지속되고 있으며, 이러한 현상은 해양생태계의 변화를 초래하여 수산업의 피해를 유발할 수 있다(강원연구원, 2017). 이에 국립수산과학원, 기상청, 국립해양조사원 등 유관기관에서는 정선해양 수온 관측 및 해수순환모델을 이용하여 혼합층의 분석을 수행하고 있으나 격자 구축 및 초기·경계장 설정의 한계가 존재하여 정밀하고 정확한 혼합층 분석에는 어려움이 있다. 이에 본 연구에서는 비정형격자를 사용하여 격자 구축에 제약이 없는 SCHISM (Semi-implicit Cross-scale Hydroscience Integrated System Model)을 이용하여 우리나라 연안해역의 계절변화 및 기후변동성에 따른 혼합층 두께의 변화를 검토하고자 한다. 연구대상지는 서해·동해·남해를 포함한 우리나라 전체 연안 해역(위도: 32°N ~ 39°N, 경도: 124°E ~ 132°E)으로 선정하였으며, 격자크기 100 ~ 3,000 m인 삼각격자로 격자를 구축하였다. 혼합층을 분석하기 위하여 수직격자 층은 50층으로 SZ(Sigma Z coordinate system)좌표계를 사용하였다. 초기·경계장은 FES(Finite Element Solution)2014, HYCOM(Hybrid Coordinate Ocean Model) 및 대기모델 결과를 이용하여 설정하였다. 수치모형 검증을 위하여 수온관측소에서 수심별 측정한 수온 값과 SCHISM 결과 값을 비교하였고, 상대오차가 약 10% 이내로 나타나 모형의 정확도를 확인하였다. 최종적으로 해수면 상승 및 해수온 상승 시나리오를 고려하여 계절별 연안해역의 혼합층 두께의 변화 양상에 대하여 검토하였다. 향후에는 보다 정밀한 대기모델과의 혼합모형 구축 및 다양한 수심 별 관측자료를 활용한다면 실무에서 적용 가능한 혼합층 분석 및 수산업 피해 발생 지역에 대한 피해저감 대책 수립이 가능할 것으로 판단된다.

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