• Title/Summary/Keyword: Construction level

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Acid Fermentation Characteristics of Waste Activated Sludge using Acids and Ultrasonication (산용해 및 초음파를 이용한 하수 슬러지의 산발효 특성)

  • Sohn, C.H.;Hong, S.M.;Lee, B.H.
    • Journal of Korean Society on Water Environment
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    • v.23 no.5
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    • pp.781-788
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    • 2007
  • The Carbon source to enhance the denitrification is essential matter in the advanced sewage treatment. For the high level of nutrient removal, external carbons such as ethanol, methanol, volatile fatty acids and so on should be needed. In this study, the methods to increase the sludge solubilization and acidification rate were compared with waste activated sludges and food waste leachate. Ultrasonication and acids were used for the pretreatment of organic particles in sludges. As a results, the optimal temperature and HRT were $60^{\circ}C$ and 5 days, respectively. HAc, HPr, HBr, and other VFAs for acid fermentations reduced up to 22, 16, 14, and 48% with HRT reduction. For the increase of solubilization, 28% of solids destruction rate was shown at 0.3 watts/mL.

An Experimental Study on the Strength Characteristic of Recycled Concrete by Curing Method (재생콘크리트의 양생 방법별 강도 특성에 관한 실험적 연구)

  • Choi Maeng Ki;Park Hee Gon;Kim Kwang Ki;Jung Kwang Sic;Jung Kuen Ho;Jung Sang Jin
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.11a
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    • pp.723-726
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    • 2005
  • As the importance of recycled materials is being emphasized more in the Korean construction market, the production quality has been improved to a significantly high level. Compared to the high quality, however, there are used very limitedly. Among recycled construction materials, recycled aggregates produced through the retreatment of waste concrete are drawing attention because of lack of natural aggregate and heightened consciousness of resource saving and environmental protection and, as a consequence, they are close to natural aggregates in terms of production technology and quality. Despite the high quality and productivity, however,. the utilization of recycled aggregates is very low. Thus, in order to maximize the utility of recycled aggregates, the present study examined the usability of recycled aggregates using both recycled coarse aggregates and recycled fine aggregates together and derived optimal quantity and mixture ratio in the combined use of the two types of recycled aggregate.

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A Fundamental Study on the Performance of Recycled Concrete Used on Mock-up Test (실물대실험에 사용된 재생콘크리트의 성능에 대한 기초적 연구)

  • Choi, Maeng-Ki;Park, Hee-Gon;Lee, Jae-Sam;Lee, Young-Do;Chung, Heon-Soo;Jung, Sang-Jin
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05b
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    • pp.541-544
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    • 2006
  • As the importance of recycled materials is being emphasized more in the Korean construction market, the production Quality has been improved to a significantly high level. Compared to the high quality, however, there are used very limitedly. Among recycled construction materials, recycled aggregates produced through the retreatment of waste concrete are drawing attention because of lack of natural aggregate and heightened consciousness of resource saving and environmental protection and, as a consequence, they are close to natural aggregates in terms of production technology and quality. Despite the high quality and productivity. however, the utilization of recycled aggregates is very low.

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Properties of High Strength Concrete before and after Pumping in Response to Strength Level and Pumping Height (초고층 건축물에서 고강도 콘크리트의 강도 및 압송높이 변화에 따른 펌프 압송 전·후의 물성평가)

  • Jung, Sang-Woon;Lee, Hong-Kyu;Jo, Man-Ki;Kim, Gyu-Dong;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.05a
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    • pp.274-275
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    • 2014
  • As the increase amount of high rise building, equipments for high rise building have been extensively studied. However quality problems caused as the pumping of concrete including loss of flowalility, air content and increasing of the temperature. In this study, fundamental performances of the 80 MPa concrete before·after pumping has been tested. Results showed slump flow increased after pumping temperature of concrete also increased after pumping. Results also shown air content all satisfied the target range and compressive strength of concrete increased about 20 % after pumping, All the performances satisfied the standard for 80 MPa.

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Analysis Strength Improvement on 50 to 80 MPa Level High Performance Concrete (50~80 MPa급 고성능 콘크리트의 강도증진해석)

  • Park, Byung-Kwan;Lee, Ju-Sun;Jang, Ki-Hyun;Choi, Young-Wha;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2008.11a
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    • pp.93-96
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    • 2008
  • This research performed strength improvement analysis after evaluating strength characteristics by estimated temperatures to evaluate the real time strength performance of 50 to 80 MPa high performance concrete equipped with heat resistance, and the results are as follows. The lesser W/B and the lesser target slump flow value difference, compression strength was shown to increase, and the more curing temperature becomes, the strength increased accordingly. According to the correlation review result of strength improvement analysis by estimated temperature change performed using logistic analysis model, the compression strength value predicted with logistic curve expression and the compression strength value measured in experiment were shown to have similar correlation, and the strength improvement analysis value by logistic model was shown to be estimated good when W/B is high.

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A Study on the anti-Corrosion Properties of Inhibitor in Aqueous Solution (수용액내에서의 방청제 부식성능 평가연구)

  • Ryu, Hwa-Sung;Lee, Han-Seung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.11a
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    • pp.221-223
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    • 2011
  • In this study, in order to comprehend performance of corrosion inhibitor, the experiment study was conducted about corrosion characteristic of 3 steps(0.0, norm 1/2, norm) compared to organic corrosion inhibitor standard use of liquid and molar 3 steps(0.0, 0.3, 0.6%) of Chloride by added amount of inorganic corrosion inhibitor by the corrosion inhibitor types about 2.4kg/㎥, 4.8kg/㎥ based on Chloride ion content 1.2kg/㎥ for service life prediction of concrete structure by using Poteniostat.

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The Mock-up Test of the Exposed Concrete by Applying the Flowing Concrete Method (유동화 공법을 적용한 노출 콘크리트 배합의 현장적용성에 관한 Mock-up Test)

  • Son, Ho-Jung;Park, Kyung-Taek;Hong, Seak-Min;Oh, Ch-Hyun;Han, Cheon-Goo;Han, Min-Cheol
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.11a
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    • pp.165-167
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    • 2011
  • This study is to evaluate the feasibility of the mix design for exposed concrete. Mock-up sized specimens were prepared, and a flowing concrete method was selected for placement. Results showed that the fluidity and air content of fresh concrete achieved target values, the compressive strength at 7 days was 27 MPa, and surface roughness was in the range of between around 1.53 and 1.68 ㎛, which was in the quality level. Therefore it is concluded that the proposed mix design for exposed concrete can be applied in practice.

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Establishment of Building Work Section of LH Guide Specifications (건축부문 LH 전문시방서 작성 방안)

  • Oh, Eun-Ho;Kim, Tae-Song;Lee, Kab-Won;Koo, Jai-Dong
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.11a
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    • pp.177-179
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    • 2011
  • The difference the guide specifications of between housing and land development has been caused many problems, since Korea Land Corporation and Korea Housing Corporation were merged into LH (Land and Housing Corporation) in 2009. Those are that specification criteria to establishing lower level specifications are disordered; duplicated investment on sites; management systems are conflicted site to site, which are based on different operation system from old land and housing corporations, etc. Thus, this paper aims to suggest a direction of integrated guide specification system of LH including improved and advanced classification hierarchy and specification.

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Using AP2RC & P1RB micro-silica gels to improve concrete strength and study of resulting contamination

  • Zahrai, Seyed Mehdi;Mortezagholi, Mohamad Hosein;Najaf, Erfan
    • Advances in concrete construction
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    • v.4 no.3
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    • pp.195-206
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    • 2016
  • Today, application of additives to replace cement in order to improve concrete mixes is widely promoted. Micro-silica is among the best pozzolanic additives which can desirably contribute to the concrete characteristics provided it is used properly. In this paper, the effects of AP2RC and P1RB micro-silica gels on strength characteristics of normal concrete are investigated. Obtained results indicated that the application of these additives not only provided proper workability during construction, but also led to increased tensile, compressive and flexural strength values for the concrete during early ages as well as ultimate ones with the resulting reduction in the porosity lowering permeability of the micro-silica concrete. Furthermore, evaluation of microbial contamination of the mentioned gels showed the resultant contamination level to be within the permitted range.

The study of absorbing material performance for the noise mitigation of slab track (슬래브궤도의 소음저감을 위한 흡음재의 성능에 관한 연구)

  • Kim, Jin-Ho;Lee, Kwang-Do;An, Gang-Yell;Jun, Woo-Sang
    • Proceedings of the KSR Conference
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    • 2007.05a
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    • pp.1044-1049
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    • 2007
  • The construction of concrete slab track system is increased because the system has advantages which are maintenance free and so on, the other side, the system has weak points such as increase of the cost of the early stage construction and noise levels. The increment of noise is due to the reflection of generated noise on the slab tracks. Therefore the acoustic-absorptive materials are considered to reduce noise level. It has been made clear that acoustic-absorptive materials are effective for reducing the wheel/rail noise on slab tracks. The important performance of the acoustic-absorptive material is absorption rates and absorption rates are verified for the considered absorber elements using acoustic duct method. In addition, the required provisons for installing acoustic-absorptive block on slab tracks are considered.

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