• Title/Summary/Keyword: ecological concrete

검색결과 169건 처리시간 0.026초

주민참여에 의한 경지정리지구내의 자연친화적 수변공간조성 (Creation of the naturally favorable waterside space in the arrangement of an arable land by the residents participation)

  • 김선주;양용석
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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    • pp.185-191
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    • 1999
  • In a mean time, arrangement of a arable land is lead by government with same way, same type. It means that there are no considering on characteristic features of region and aspect of ecological environment that can experess its natural charactersistics. Because whenever there is needed to be arranging , most of structure are made by a ward office from a desgin to a execution so that cause many public resentment and durability is very short by a inappropriateness its maintenance. The purpose of this study is divided into four parts ; First, to form the naturally favorable waterside spaces by performing the basic water controlling funtions of the irrigation channel and the drainage channel. Second, to provide the meeting place of the residents and to restrore the ecological system by means of the formation of the naturally favorable waterside spaces. Third, to lead to the optimal design and maintenance that residents want by inviting the residents to participate at the begining stage of planning. A district of this study is located on Songsam(13-14 zone), Samseung-Lee Ganam-Meon Yeoujoo-Gun Jyonggi Province and a length of section is 420m. This study came up with the following results. First, estabished the type of design and area of the area by means of the collected residents' opinions. Seconds, changed the straight line water channel already designed to the curve water channel . Third changed the structure materials of the steel concrete structure to the natural materials . Fourth, change dthe design by area for the ecological system and the meeting place of the residents. Fifth, divided the whole area into fourth area in order to satisfy the residents' requests.

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박테리아를 흡착한 팽창질석 기반의 친생태 모르타르 개발 (Compressive Strength and Ecological Characteristics of Mortars Using Expanded Vermiculite Absorbing Bacteria)

  • 윤현섭;정승배;양근혁;이상섭;이재영
    • 한국건설순환자원학회논문집
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    • 제4권2호
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    • pp.165-171
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    • 2016
  • 본 연구에서는 에코 프리캐스트 콘크리트 제품 개발을 위한 기초 연구로서 박테리아를 흡착한 팽창질석 기반의 친생태 모르타르를 개발하였으며, 압축강도 발현 및 생태환경영향 평가를 실시하였다. 경화된 모르타르의 극건조 환경 및 강알칼리성 환경에서 생장이 가능하며, 식물생장성 증대 효과를 갖는 Bacillus alcalophilus와 Rhodoblastus acidophilus를 분리 및 배양하였다. 배양이 완료된 박테리아는 생장처 제공을 위한 재료로서 선택된 팽창질석에 흡착하였으며, 이를 배합시 골재의 체적 대비 혼입하여 모르타르를 제작하였다. 평가 결과 친생태 모르타르는 COD 및 T-N 수질정화능력 및 식물생장증대에 효과를 보였다. 모르타르의 압축강도 발현 및 비용적 측면을 고려했을 때, 박테리아 기반 팽창질석의 최적 치환율은 최대 10% 이하가 추천될 수 있었다.

Low-Cost Cultivation and Sporulation of Alkaliphilic Bacillus sp. Strain AK13 for Self-Healing Concrete

  • Hong, Minyoung;Kim, Wonjae;Park, Woojun
    • Journal of Microbiology and Biotechnology
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    • 제29권12호
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    • pp.1982-1992
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    • 2019
  • The alkaliphilic, calcium carbonate precipitating Bacillus sp. strain AK13 can be utilized in concrete for self-repairing. A statistical experimental design was used to develop an economical medium for its mass cultivation and sporulation. Two types of screening experiment were first conducted to identify substrates that promote the growth of the AK13 strain: the first followed a one-factor-at-a-time factorial design and the second a two-level full factorial design. Based on these screening experiments, barley malt powder and mixed grain powder were identified as the substrates that most effectively promoted the growth of the AK13 strain from a range of 21 agricultural products and by-products. A quadratic statistical model was then constructed using a central composite design and the concentration of the two substrates was optimized. The estimated growth and sporulation of Bacillus sp. strain AK13 in the proposed medium were 3.08 ± 0.38 × 108 and 1.25 ± 0.12 × 108 CFU/ml, respectively, which meant that the proposed low-cost medium was approximately 45 times more effective than the commercial medium in terms of the number of cultivatable bacteria per unit price. The spores were then powdered via a spray-drying process to produce a spore powder with a spore count of 2.0 ± 0.7 × 109 CFU/g. The AK13 spore powder was mixed with cement paste, yeast extract, calcium lactate, and water. The yeast extract and calcium lactate generated the highest CFU/ml for AK13 at a 0.4:0.4 ratio compared to 0.4:0.25 (the original ratio of the B4 medium) and 0.4:0.8. Twenty-eight days after the spores were mixed into the mortar, the number of vegetative cells and spores of the AK13 strain had reached 106 CFU/g within the mortar. Cracks in the mortar under 0.29 mm were healed in 14 days. Calcium carbonate precipitation was observed on the crack surface. The mortar containing the spore powder was thus concluded to be effective in terms of healing micro-cracks.

운동장의 피복 유형별 표면 및 대기온도 비교 (Comparison of Surface and Air Temperature depending on Cover Materials in Playground)

  • 이학형;권오경;신진희;;이광수;류승필;이동운
    • Weed & Turfgrass Science
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    • 제4권1호
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    • pp.71-75
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    • 2015
  • 운동장은 체육활동 공간으로 학생은 물론 일반인들도 자주 이용하는 시설로서 다양한 피복소재들을 사용하고 있다. 본 연구에서는 동일한 운동장에 다양한 피복소재들이 적용되어 있는 경북대학교 상주캠퍼스의 대운동장에서 피복 소재별(나지, 들잔디 식재지, 우레탄 트랙, 콘크리트 바닥면, 에폭시 바닥 처리, 인조잔디)에 따른 표면온도를 비교하고자 수행하였다. 조사는 한국잔디의 녹화시기를 고려하여 5월부터 10월까지 지표면 온도와 지상부 1 m높이의 온도를 측정하였는데 각각 9시, 12시, 15시, 18시에 측정하였다. 지표면 온도는 피복소재 별과 조사 시간대별로 차이를 보였는데 나지와 천연잔디에서는 전체 조사 시간대에서 가장 낮은 온도를 나타내었다. 온도가 높은 지역은 조사시간대별에 따라 차이를 보여 우레탄 트랙과 인조잔디에서는 12시와 15시 조사에서 온도가 가장 높았고, 콘크리트와 에폭시 바닥면에서는 18시 조사에서 가장 높은 온도를 보였다. 지상 1 m 높이의 온도는 조사지역별 온도의 차이는 지표면에 비하여 현저히 적었으나 18시 조사를 제외하고, 모든 조사 시간대에서 인조잔디 지역의 온도가 가장 높게 나타났다. 따라서 운동장에 들잔디와 같은 난지형 천연잔디도 지표면과 지상부 온도 상승 억제 효과가 있어 운동 경기자의 경기력 향상에 기여할 것으로 생각된다.

Quasi-static test of the precast-concrete pile foundation for railway bridge construction

  • Zhang, Xiyin;Chen, Xingchong;Wang, Yi;Ding, Mingbo;Lu, Jinhua;Ma, Huajun
    • Advances in concrete construction
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    • 제10권1호
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    • pp.49-59
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    • 2020
  • Precast concrete elements in accelerated bridge construction (ABC) extends from superstructure to substructure, precast pile foundation has proven a benefit for regions with fragile ecological environment and adverse geological condition. There is still a lack of knowledge of the seismic behavior and performance of the precast pile foundation. In this study, a 1/8 scaled model of precast pile foundation with elevated cap is fabricated for quasi-static test. The failure mechanism and responses of the precast pile-soil interaction system are analyzed. It is shown that damage occurs primarily in precast pile-soil interaction system and the bridge pier keeps elastic state because of its relatively large cross-section designed for railways. The vulnerable part of the precast pile with elevated cap is located at the embedded section, but no plastic hinge forms along the pile depth under cyclic loading. Hysteretic curves show no significant strength degradation but obvious stiffness degradation throughout the loading process. The energy dissipation capacity of the precast pile-soil interaction system is discussed by using index of the equivalent viscous damping ratio. It can be found that the energy dissipation capacity decreases with the increase of loading displacement due to the unyielding pile reinforcements and potential pile uplift. It is expected to promote the use of precast pile foundation in accelerated bridge construction (ABC) of railways designed in seismic regions.

Intelligent prediction of engineered cementitious composites with limestone calcined clay cement (LC3-ECC) compressive strength based on novel machine learning techniques

  • Enming Li;Ning Zhang;Bin Xi;Vivian WY Tam;Jiajia Wang;Jian Zhou
    • Computers and Concrete
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    • 제32권6호
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    • pp.577-594
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    • 2023
  • Engineered cementitious composites with calcined clay limestone cement (LC3-ECC) as a kind of green, low-carbon and high toughness concrete, has recently received significant investigation. However, the complicated relationship between potential influential factors and LC3-ECC compressive strength makes the prediction of LC3-ECC compressive strength difficult. Regarding this, the machine learning-based prediction models for the compressive strength of LC3-ECC concrete is firstly proposed and developed. Models combine three novel meta-heuristic algorithms (golden jackal optimization algorithm, butterfly optimization algorithm and whale optimization algorithm) with support vector regression (SVR) to improve the accuracy of prediction. A new dataset about LC3-ECC compressive strength was integrated based on 156 data from previous studies and used to develop the SVR-based models. Thirteen potential factors affecting the compressive strength of LC3-ECC were comprehensively considered in the model. The results show all hybrid SVR prediction models can reach the Coefficient of determination (R2) above 0.95 for the testing set and 0.97 for the training set. Radar and Taylor plots also show better overall prediction performance of the hybrid SVR models than several traditional machine learning techniques, which confirms the superiority of the three proposed methods. The successful development of this predictive model can provide scientific guidance for LC3-ECC materials and further apply to such low-carbon, sustainable cement-based materials.

국토환경성평가지도 평가항목 구성의 적정성 검토 (Review of Compositional Evaluation Items for Environmental Conservation Value Assessment Map(ECVAM) of National Land in Korea)

  • 전성우;이명진;송원경;성현찬;박욱
    • 한국환경복원기술학회지
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    • 제11권1호
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    • pp.1-13
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    • 2008
  • This study review of Compositional Evaluation Items for Environmental Conservation Value Assessment Map (ECVAM) in Korea. The ECVAM is composed of legal assessment and environmental/ecological assessment items. ECVAM basically adapts an overlay method for environmental/ecological assessment items. The objective of this study is to suggest supplementary items for the ECVAM with the following process : Overlapping rates of the assessment items in the ECVAM are calculated to understand the grade distribution of the environmental conservation value assessment and to analyze the overlapping rates among the assessment items, as a result it is found that various items are overlapped each other. In order to reflect effectively each assessment item to the ECVAM, Analyzed the overlapping degree among assessment items to be applied to this map. On the concrete we gripped results to be assessed by various items, which were overlapped each other. In order to reflect effectively each assessment item to the environmental conservation value assessment map of national land, we analyzed the overlapping degree on environmental/ecological items, and investigated the grade distribution by field survey. In this study we assessed the ECVAM by 5 kinds of method. Method 1 is Grade 1 areas of each administrative district, Method 2 is Comparing overlapping areas of each assessment items Grade 1, 2 and Permission of each assessment items' duplication, Method 3 is Grade 1, 2 areas by only singular assessment items, Method 4 is Only Grade 1 areas of Method 2 and Method 5 is Only Grade 2 areas of Method 2. As results, Method 1 showed Seoul and other metropolitan cities reveal a high proportion of Grade I regions by the legal assessment items. Kangwon-Do, show a high proportion of Grade I regions by the environmental/ecological assessment item. Method 2 showed 93.4% of diameter Grade II(standard for stability), forest diameter item was accounted for 99.9% by Method 3, Method 4 showed 95.7% of forest diameter and forest density was accounted for 66.4% by Method 5. From now on, this study will contribute to reduce the complexity in the process of manufacturing ECVAM of National Land, and to raise the pliability in the process of managing and updating this map.

친환경 기능성 콘크리트의 공학적 성능평가 및 현장적용성능에 관한 실험적 연구 (Experimental Study on Engineering Performance Evaluation and Field Performance of Environmentally Friendly Functional Concrete)

  • 이병재;박승범;김윤용;장영일
    • 콘크리트학회논문집
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    • 제24권2호
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    • pp.165-172
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    • 2012
  • 우리나라는 급격한 도시화 및 산업화를 통하여 토지의 효율적 활용과 하천의 공학적 이치수의 목적만을 위해 하천을 인공화 시켰으며, 더욱이 90년대 이후에는 교통량의 급격한 증가에 따라 개발이 유리한 하천을 복개하여 도로, 주차장 등으로 활용함으로서 하천생태계 파괴와 단절, 도시미관의 훼손 등 많은 문제점을 발생시켰다. 이 연구에서는 우리나라 지형 및 기후에 적합하며 하천의 생태복원 기능 및 자연형 하천의 조기형성 기능을 가지는 친환경 기능성 콘크리트의 개발을 위하여 친수환경 조성과 생태보존에 적합한 기능성 콘크리트의 물리역학적 성능평가 및 구조적 성능평가와 현장적용 성능으로서 식생능력을 평가하였다. 역학적 성능평가 결과, 보강용 PVA섬유 및 실리카퓸의 혼입률이 증가함에 따라 강도가 증가하였고 최적 혼입률은 PVA 섬유 0.05Vol.%, 실리카퓸 10%정도인 것으로 나타났다. 내동해성 평가에서는 PVA섬유 0.05Vol.% 및 실리카퓸 15%를 동시 혼입시 가장 우수한 성능을 발휘 하였다. 구조성능 평가 결과 휨강도가 Plain에 비하여 PVA섬유 0.05Vol% 혼입시 47.7% 강도향상효과를 나타내었고, 휨인성 역시 현저히 개선되는 것으로 나타났다. 현장 적용성 평가를 위한 식생 모니터링 결과, 잔디류가 빨리 발아되었으나 시간이 경과함에 따라 봄철 발아식물인 개양귀비의 생육이 활발하였다. 식피율 측정 결과 모든 모니터링 지점에서 12주 후부터는 95% 이상의 우수한 식피율을 나타내어 친환경 기능성 콘크리트의 우수한 식생기능을 확인하였다.

B2S궤도시스템의 초기 시설 투입비용 분석 (Initial Investment Cost Analysis of Facilities of B2S Track System)

  • 김효산;민준호;유재광;이달재
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.733-739
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    • 2011
  • B2S(Ballasted track To Slab track) that is track system has been first developed in 2004 with foundation of rich experience and know-how of subway track upkeep and mending of facilities in 36 years to improve an existence pebble track at a concrete track. 'B2S' is admitted technology through patent registration in the domestic and Europe and it's made by a factory and put together at field, so it's able to construct precisely and to reduce a construction period. In addition, safety, the ecological balance and durability are excellent, and walking, cleaning, etc. has the advantage of easy maintenance. 'B2S' is currently laying 27.7km at Seoulmetro as of end of 2010 standard, but it'll be expected to be applied to a domestic Metro more from now on. It is possible to classify the total cost resolution structure of B2S system by R&D cost, test production and experiment cost, the initial facility cost, maintenance cost, disposal cost. In this research, it seems useful for selection evaluation which considered the life cycle cost or economics of the concrete track structure by analyzing an initial cost of facilities.

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세계 사운드스케이프 프로젝트의 역사적 전개과정과 성과 (Historical Development Process of World Soundscape Project and the Accomplishments)

  • 한명호;오양기
    • KIEAE Journal
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    • 제11권4호
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    • pp.37-45
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    • 2011
  • In order to have better understanding of the concept and meaning of soundscape, it is very important to consider entirely the objectives, activities, historical development processes and accomplishments of world soundscape project leading by R. Murray Schafer. Therefore, the ultimate purpose of this study is to inquire into the concrete development processes and practical activities of the soundscape in order to correspond to Schafer's conception of a tuning of the world. The establishment of WSP is based on noise pollution, listening attitudes and noisy music. Schafer formulated 5 types of item as a target, and wrote down concrete activities to achieve the goals. Especially, he devised the conceptual, educational, political and social strategies as the practical strategies of WSP. It is obtained various products by the activities of WSP from the planning starting year in 1969 to the stagnation period in 1979. That is, there are the social survey on noise-vancouver 1969, the book of noise, Okeanos, a study of community noise by-laws in canada 1972, the music of the environment, the vancouver soundscape, european sound diary, five village soundscapes, handbook for acoustic ecology and so on. The research activities of WSP arouse inspiration in many people interested in sound. Specially, it is emphasized the importance of increasing for their social roles in order to more actively improve and create the quality of sound environment. Also, it shows us the directions on how to lead our furture sound.