• Title/Summary/Keyword: 경량벽돌

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Evaluation of the Physical Properties for Lightweight Bricks Made from Sewage Sludge and Wasted Glass (하수슬러지로 제조한 경량 벽돌의 물성평가)

  • Jeong, Jae-Ah;Son, Yeong-Geum;Lee, Woo-Keun
    • Journal of Korean Society of Environmental Engineers
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    • v.35 no.11
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    • pp.781-784
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    • 2013
  • Ocean dumping of sewage sludge is banned. Therefore, it is needed to develop alternative treatment method. Sewage sludge and waste glass are used to prepare lightweight brick. Large amount of energy is consumed to prepare building material, because of its high preparation temperature, or above $1,200^{\circ}C$. We study to prepare lightweight brick, using sewage sludge and waste glass as raw materials in this research. Lightweight brick was made at low temperature of below $800^{\circ}C$ to reduce $CO_2$ emission by geopolymer technique. Calcination temperature, mixing ratio of sewage sludge/waste glass and water glass/water were discussed to evaluate their effect on the brick prepared. In this study, the optimal conditions for preparing bricks was $750^{\circ}C$ of firing temperature, 1.5 of mixing ratio for water glass/water and 10 : 90 wt% of sewage sludge/waste glass. At this condition, compressive strength and specific gravity of brick prepared were 5.1 MPa and 0.46, respectively. These values satisfy the criteria on a lightweight brick.

조적공사시 개구부상단 인방보용 강재구조물에 관한 실험적 연구

  • Kim, Yeong-Chun;Jeong, Hyeon-Ok;Song, Chang-Seop
    • Proceedings of the Safety Management and Science Conference
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    • 2012.11a
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    • pp.159-166
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    • 2012
  • 본 연구는 조적공사 중 반매(0.5B)쌓기 시멘트벽돌 시공시 개구부 상부에 시공되는 중량의 인방보용 콘크리트 구조물 대신 경량의 강재구조물을 안전하게 사용할 수 있도록 강재구조물이 개구부 상부 시멘트벽돌 하중을 견딜 수 있는지 실험을 통해 검증해 보기위한 것이다. 강재구조물이 시멘트벽돌을 쌓는데 방해가 되지 않도록 강재구조물 형상을 제안하였고 휨실험을 실시하여 구조형상을 검증하였다. 실험결과를 바탕으로 강재구조물에 치올림(camber)을 두어 시멘트벽돌 반매(0.5B)쌓기 실물 재하시험을 실시한 결과 시공성이 개선되고 공사 중 안전사고 방지에도 효과가 있는 것으로 확인되었다.

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The Study of Environmental Standard and Treated Method for Beneficial Use of Dredged Materials (준설토 활용을 위한 환경기준과 처리공법에 대한 고찰)

  • Bae, Yoon-Shin;Yoon, Gil-Lim
    • Journal of the Society of Disaster Information
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    • v.7 no.4
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    • pp.247-258
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    • 2011
  • In this study, both domestic ground and maritime environmental standard and treated method for beneficial use of dredged materials were investigated. To suggest beneficial use of dredged material, cemented bricks and light-weighted bricks were made. The strength of bricks was satisfied with the standard(50kPa), which is the strength for the reclamation work on the reclaimed land.

Utilization of a Coal-preparation Refuse as a Raw Material for Clay Brick (점토벽돌 원료로서 선탄폐석의 활용)

  • Hyun Jong-Yeong;Jeong Soo-Bok;Chae Young-Bae
    • Resources Recycling
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    • v.14 no.4 s.66
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    • pp.3-9
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    • 2005
  • In this study, the utilization possibility of coal-preparation refuse emitted from Hwasun coal mine in Korea as a raw material for ceramic body was investigated. The firing shrinkage ratio of ceramic specimen made from the coal-preparation refuse was reduced with increasing the addition amounts of that, while the compressive strength was slightly decreased. The weight of ceramic body was also reduced because carbon contained in the coal-preparation refuse was burn by fring. The water adsorption ratio of the ceramic specimen was under 10 wt%, and the compressive strength of that was over 21 MPa at over $1,150^{\circ}C$ for 2 hr. Therefore, it was possible to make the 1st garde clay brick of KS L 4201 from the coal-preparation refuse.

The Study of Preparation of Block Using Wastewater Sludge of Petrochemical Factory (석유화학공장 폐수슬러지를 이용한 벽돌제조 연구)

  • Hu, Kwan;Lu, Juk-Yong;Wang, Seung-Ho
    • Journal of the Korea Organic Resources Recycling Association
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    • v.11 no.2
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    • pp.66-73
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    • 2003
  • To investigate the availability of solidified wastes as resource, wastewater sludge, waste gypsum and fly ash were mixed and the results with various mixing ratios are as follows. Compressive strength turned out to be increasing as the amount of waste gypsum increases, keeps longer curing inhibition, and higher forming Pressure under the conditions of waste gypsum/sludge ratio 0.31-0.45, and 0.9kg cement as 15% and 1.2kg cement as 20% of total amount. Solidified agent under the fly ash/sludge ratio 0.45, 0.6, compressive strength seemed to be higher than standard one which means solidified wastes with these conditions could be applicable in real life. These results inform that concentrations of the leachate $Cr^{+6}$, Cu, Zn, Cd, Pb solidified matrix, containing low concentration of heavy metal, were cured with/without enough time it still will cause adverse effect on nature environment and application of heavy metal sequester must be needed to reuse industrial wastes from incineration plant solidified matrix. Total cost price, when considering manufacturing capability of the facilities for resourcerizing as 18,000ton was presented 678,664,000 won, as it were, manufacturing cost price was 37,704 won per ton. The results as above has shown that it's possible to use the mixture of waste gypsum/sludge, fly ash/sludge, cement, additions, and solidification matter as substitute of materials like brick, block, interlocking which has proper compressive strength of KS L 5201 and KS F 4004.

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The changing characteristics of Material and Structure of Rural Housing in the aspect of Period and Region (지역별·시기별 농촌주택의 재료 및 구법 특징 변화 연구)

  • Bae, Woong-Kyoo;Joo, Dae-Khan;Jeong, Dong-Seop;Yun, Yong-Woo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.12
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    • pp.6504-6513
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    • 2013
  • The result can be summarized as follows. First, the following periodically changing characteristics were examined:roof form(gambrel/hipped-flat-gable), structure of roof and wall(wood-framed-cement masonry-RC-Light iron framed), roof material(thatched-tiled-slate-cement/steel sheet-asphalt/sandwich panel/mortar water-proofing), wall material(clay plaster/lime plastered-dressing tile/bricks-painting on the cement plastering-native stone dressing/siding/tile), fence material(masonry of stone and cement bricks), and courtyard materials(clay and concrete). Secondly, the regionally changing characteristics of those elements, rural housing structure, roof form, roof structure material, wall finishing material, fence and courtyard material in the outer space, differed according to the location of rural housing, i.e.north, middle, south region. The changing characteristics of both the roof structure and wall structure are similar to those of the three regions.