• 한국농공학회논문집
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• 제56권5호
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• pp.37-44
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• 2014

The physical, mechanical and freezing and thawing properties of non cement porous vegetation concrete using non-sintering inorganic binder have been evaluated in this study. Four types of porous vegetation concrete according to the binder type is evaluated. The pH value, void ratio, compressive strength, repeated freezing and thawing properties were tested. The test results indicate that the physical, mechanical and repeated freezing and thawing properties of porous vegetation concrete using the non-sintering inorganic binder is increased or equivalent compared to the porous vegetation concrete using the blast furnace slag + cement and hwang-toh + cement binders. Also, Vegetation monitoring test results indicate the porous vegetation concrete using the non-sintering inorganic binder have increasing effects of vegetation growth.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.929-934
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• 2001

As the notion of environment protection changes throughout the world, construction engineers, as part of the effort to resolve environmental problems, have been actively doing research on environmental friendly porous concrete using large and non-uniform aggregate. Concrete having a great deal of continuous porosity enable water and air to pass freely through firmly hardened material, allowing necessary nutrients to reach roots of vegetation, thereby sustaining them. It is possible to prevent the exhaustion of natural resources by recycling waste concrete and industrial by-products, to reduce damage caused by the destruction of nature through effective management of natural resources, to preserve the natural environment and vegetation in urban areas by activating the soil, protecting the underground ecology system, and growing garden plants through the application of environmentally friendly concrete.

• 한국습지학회지
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• 제1권1호
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• pp.7-16
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• 1999

The objective of this study is to recover the contaminated ditch by using a biofilter filled up with waste-concrete media and vegetation bed. Two systems were tested for elimination of organic compounds, turbidity, nitrogen and phosphate. System 1 is three-stage system which consisted of one biofilter and two vegetation bed, system 2 has three-stage system consisted of one biofilter, one vegetation bed (four bed), and one media trench operated in series. In system 1, HRT of biofilter was 4 hour, and Oenanthe javanica was planted in two vegetation bed. In system 2, HRT of biofilter was varied 2 hours and Persicaria chinensis was planted on the top of the biofilter. And Oenanthe javanica, Hydrocharis asiatica, Salvinia natans were planted in four bed of a vegetation bed and the second vegetation bed of system 1 was rebuilt to a media trench bed. The elimination rate of BOD and turbidity was over 90% in both systems. The mean elimination rates 40~50%(system 1), 30~40%(system 2) for T-N and 40~50% (system 1), 30~40%(system 2)for T-P. T-N and T-P elimination performance of system 1 was a little higher(10%) than that of system 2. Results showed that vegetation bed are not efficient in reducing T-N and T-P. It was considered that HRT of vegetation bed of both systems was much lower(1~2hr) than that of conventional system(5~20days).

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2006년도 학술발표회 논문집
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• pp.472-477
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• 2006

This study aims at investigating the failure cases of the pre-cast block system in river environments which widely used nowadays and reviewing the effect and flow resistance for grass concrete structure through the physical experiments by hydraulic model test and developing application method in river slope or levee which has rigid flood resistance. Grass concrete structure has been independently tested under high velocity flow under the super critical condition, it survived the 8 m/sec maximum flow velocity. This results shows grass concrete system is also suited to use in aggressive river environments such as repairing a flood damaged embankment that had placed at risk the adjacent drainage channel with vegetation.

• 한국습지학회지
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• 제2권1호
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• pp.59-67
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• 2000

The aim of this study is to identify the role of this natural treatment system, which consists of Oenanthe javanica and wasted concrete as bio-media. Therefore, it was designed to experiment water quality, BOD, SS, T-N, T-P to recognize the efficiency of treatment system with one biofilter tank using wasted concrete and vegetation bed using Oenanthe javanica. It was also designed to compare two different biofilter reactors, which are air lift and upflow methods. In the result, it was demonstrated that upflow method is more efficient system to control water quality of polluted streams. The vegetation bed using Oenanthe javanica has the treatment efficiency of 41 % (BOD), 52 % (COD), 60% (SS), 36 % (T-P), 70 % ($NH_4-N$). It was therefore proved that removal rates of nutrients are not so good except $NH_4-N$ concentration with nitrification.

• 한국환경생태학회지
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• 제22권3호
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• pp.268-279
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• 2008

본 연구는 서울시내 도림천, 방학천, 성내천, 양재천 일부구간을 대상으로 도시하천의 식생회복을 위한 기초자료 구축을 통해 횡단구조를 유형화하고 유형별 식생분포 특성을 규명하고자 하였다. 도시하천 횡단구조는 제방형태(수직형, 사면형)와 둔치 유무, 호안구조의 3가지 항목을 조합하여 사면형 56개 유형, 수직형 31개 유형으로 구분되었다. 대상지내에서는 SB1(저수호안-자연형 식생호안, 고수호안-자연하안), SG5(저수호안-콘크리트, 고수호안-사석공) 유형을 비롯한 사면형 9개 유형, VH4(제방호안-찰쌓기), VH7(제방호안-콘크리트) 유형 등 수직형 3개 유형이 도출되었다. 이 중 저수호안과 고수호안이 모두 콘크리트로 정비된 SG7 유형과, VG7 유형이 가장 긴 구간에서 분포하였다. 주요 8개 유형에 대한 미지형구조 및 식생구조를 조사 분석결과 유형화 항목별 특성에 따라 횡단구조가 식물생육에 미치는 영향을 파악할 수 있었으나 횡단구조 유형별 식생분포 특성은 뚜렷치 않았다.

• 산업기술연구
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• 제27권A호
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• pp.31-38
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• 2007

Recently produced concrete has a tendency to overcome environmental defects. Porous and planting Eco-concrete requires the neutralization process and enough void in concrete to contain water, to pass air freely, and provides necessary nutrients to vegetation roots. The biological environment in concrete is not suitable for planting because the concrete possesses strong alkali constituent of pH 11-13. This study evaluated the strength and serviceability of concrete as well as the chemical characteristics of concrete mixed by low-grade iron ore left in the abandoned mine and treated by Ammonium monohydrogen phosphate, $(NH_4)_2HPO_4$. Test variables include two kinds of coarse aggregates such as crushed stones and low-grade iron ore, the duration time and the period for neutralization treatment by Ammonium monohydrogen phosphate, $(NH_4)_2HPO_4$, and the proportion ratio of cement, blast furnace slag and silica fume.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.813-816
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• 2006

Recently, improvements in the standard of living in industrial area require the establishment of a convenient residential environment in order to enhance the quality of living. To achieve such an environment, it is necessary to effectively reduce or prevent various environmental problems occurring in and around residential areas. Although conventional concrete has been regarded as a destroyer of nature, water and air can pass freely through concrete when it is made porous concrete by forming continuous void. In view of the harmony between nature and concrete, various research paths are being taken focusing on coarse aggregates to make porous concrete having continuous voids so as to improve water and air permeability, acoustic absorption, water purification, and applicability to vegetation. In this study, the Physical and Mechanical Properties of porous concrete according to compaction method analyzed by void ratio, coefficient of permeability and compressive strength.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.509-512
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• 2007

The fire area need management to prevent enlargement of collapes and sinkage. and it need that repair Vegetation sack work, Soil arresting structure, Terrace-sodding works, Direct seeding works in greening works and Water cushion in erosion control dam. The whole of the Concrete stream grade stabilization structures were broken, it need to be repair. As pass the time, a lot of structures were abandoned. Therefore, it need to reorganize erosion control structures and the method of construction in the fire area

• 한국환경생태학회지
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• 제24권3호
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• pp.302-317
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• 2010

본 연구는 탄천내 기존 콘크리트 호안블럭을 제거하지 않고 호안녹화용 매트를 적용하여 경관개선 및 생물서식기반을 조성하고자 하는 지역의 복원 효과 확인 및 관리방안을 제안하고자 하였다. 모니터링 결과 식물상은 2006년 18과 38종 3변종 총 41종류, 2007년 19과 56종 3변종 총 59종류, 2008년 29과 59종 8변종 총 64종류로 매년 식물종이 증가하고 있었다. 식물상 분포의 특징은 공법 적용지를 중심으로 식재한 물억새, 수크령 등이 세력을 형성하고 있었으며 범람시 토사 퇴적으로 자생종 중심의 다양한 종이 출현하고 있어 생태적으로 양호한 상태이었다. 현재는 자생종이 우점하고 있었으나 주기적인 범람에 의한 교란 유발 종과 외래종의 증가가 예상되므로 장기모니터링을 통해 관리가 이루어져야 양호한 수변생태계가 형성될 수 있을 것이다. 결국 하천천이 초기식생과 교란지 식생이 혼재되어 나타나는 생육양상이었다. 이와 같은 호안 녹화용 식생매트 공법은 콘크리트를 제거하지 않고 상부에 코이어 매트를 포설하여 불량경관을 개선할 수 있을 뿐만 아니라 식물생육의 기반을 제공하여 계속적인 식물종의 증가에 따른 종다양성을 확보하는데 효과가 있는 것으로 분석되었다.