• 한국건설순환자원학회논문집
• /
• 제7권4호
• /
• pp.349-357
• /
• 2019

본 연구에서는 현장 굴착토를 활용한 유동화 채움재의 실용화 기술개발의 일환으로서 유동화 채움재의 배합요인별 유동성, 재료분리 저항성, 조기강도 및 재굴착강도 등의 공학적 특성을 검토하여 최적 배합비를 도출하였으며, 이를 토대로 이동식 B/P를 활용한 현장 적용성 평가를 수행하였다. 이동식 B/P를 활용한 현장평가 결과 요구성능을 확보할 수 있었다. 유동화 채움재의 타설 후 후속공정 개시기 확보를 위한 검토에서는 타설 5시간 후 노반재 투입 등 후속공정이 가능한 것으로 확인되었다. 유동화 채움재의 재굴착성 검토를 위해서는 타설 28일 코어 채취 및 강도측정, 기계 및 인력 재굴착 시연으로 재굴착성을 확보할 수 있는 것으로 나타났으며, 타설 단면 굴착 후 관 주변부 충진성 확보를 육안으로 확인할 수 있었다. 또한 품질 지속성을 평가하기 위해 타설 후 침하량을 측정하였으며, 우수한 체적 안정성을 확보할 수 있는 것으로 나타나 굴착토를 활용한 유동화 채움재의 실용화 가능성을 확인할 수 있었다.

• 유기물자원화
• /
• 제26권4호
• /
• pp.45-51
• /
• 2018

본 연구는 도심지 거리 하수 악취 물질인 황화수소($H_2S$)를 제거하기 위해 맨홀에 설치해 악취를 제거하는 맨홀필터 악취제거장치의 적용 가능성을 확인하고자 하였다. 첫번째로 맨홀필터에 들어 있는 첨착활성탄의 황화수소($H_2S$) 흡착 성능 평가 결과 황화수소 제거율이 약 99.8%를 나타냈다. 두 번째로 악취제거장치 성능평가를 위해 서울특별시 대표적인 악취 발생 맨홀 4지점에서 성능을 평가한 결과, 대표적인 악취 유발물질인 황화수소($H_2S$)를 97% 이상 제거하는 것으로 확인되었다. 본 성능 평가 연구결과를 통해 맨홀필터 악취제거장치는 하수관거 맨홀에서 발생되는 악취를 제거하는 장치로써 적용 가능성이 충분한 것으로 판단된다.

• 한국물환경학회지
• /
• 제25권2호
• /
• pp.268-280
• /
• 2009

Oncheon basin which are located in Busan is divided into 43 basin on the basis of main pipe, constructed with Storm Water Management Model (SWMM). Occurrence situation for Outflow and pollutant loads by long-term continuous rainfall is examined for treatment district and river analysis point of Oncheon basin and a reduction vs effectiveness table for effective CSOs managements is made for each of treatment districts according to each of managements. In case that treatment equipment is located at the discharge point of CSO, treatment efficiency is analysed. It is supposed that treatment equipment have an efficiency on the basis of a concentration and runoff discharge over a critical flow is discharged with it untreated and treating runoff discharge with treatment equipment at each of runoff discharge points and treating it gathered at sewage treatment plant (STP) through trunk sewer is compared for a relative treatment efficiency.

• 한국건축시공학회지
• /
• 제6권3호
• /
• pp.91-97
• /
• 2006

Sewage facilities are positively necessary for environment improvement such as rainwater removal, sewage disposal, preservation of the qualify of water and health of the citizens in present-day. Meanwhile, a deterioration of the concrete sewer pipe is increasing rapidly due to the chemical and physical attack and especially biochemical attack that is to say biodeterioration. In this study, researches for the development of antibiotics and antimicrobial concrete were conducted to reduce biochemical corrosion of sewage concrete. First of all, desired performance, such as watertightness, antibiosis, homogeneity, workability and harmlessness, was proposed and performance of antibiotics and antimicrobial concrete were evaluated by them. And developed antimicrobial concrete was applied to actual construction field. As results of this study, dispersibility and antibiosis of liquid antibiotics superior to powdery antibiotics. Antibiosis of antimicrobial concrete was verified, and amount of elution of harmful and effective ingredients was little. In workability, setting time of antimicrobial concrete was delayed. Compressive strength and resistance to carbonation of antimicrobial concrete were more increased than ordinary concrete. Finally, as there were no problems in quality and construction progress of antimicrobial concrete produced in plant, applicability of antimicrobial concrete to actual construction field was verified.

• 제어로봇시스템학회:학술대회논문집
• /
• 제어로봇시스템학회 2005년도 ICCAS
• /
• pp.1791-1796
• /
• 2005

Semi-shield tunneling is one of the propulsion construction methods used to lay pipes underground between two pits named 'entrance' and 'destination', respectively. Usually a simple composition, such as 'a fiducial target at the entrance+a total station (TS)+a target on the machine', is used to confirm the planned course. However, unavoidable curved sections are present in small-sized pipe lines, which are laid after implementation of a road system, for public works such as waterworks, sewer, electrical power, and gas and communication networks. Therefore, if the planned course has a curved section, it is difficult to survey the course with the abovementioned simple composition. This difficulty could be solved by using the multiple total stations (MTS), which attaches the cross type linear LED target to oneself. The MTS are disposed to where each TS can detect the LED target at the other TS or the base point or the machine. And the accurate relative positions between each MTS and target are calculated from measured data. This research proposes the relative and absolute coordinate calculation algorithm by using three MTS to measure a curved course with 20m curvature at 30m maximum distance, and verifies the algorithm experimentally.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
• /
• pp.339-342
• /
• 2000

Recently, the importance of the conutermeasures for waste materials has pointed out. Waste glass is also one to waste materials used for the recycling in construction sites. The crushed waste glass has been used to make a glass polymer composite that can be applied for sewer, storm drain pipe and interlocking block, etc. In this study, the crushed waste glass is explored with the possibility of recycling it, as a substitute for fine aggregates. The prepose of this investigation is to improve the strengths and acid resistance of the UP mortars using crushed waste glass. The UP mortars are prepare with blast furnace slag fly ash filler. the UP-fine aggregate ratios the crushed waste glass replacements for fine aggregate are tested strengths before and after immersion(H (아래첨자2)SO(아래첨자4) 10%), weight change and acid resistance are also tested. From the test results, the relative strength or UP mortars using fly ash as filler are found to be somewhat superior to that of the UP mortars using blast furnace as filler, And a UP mortar with fly ash as a filler, a UP-fine aggregate ratio of 15% and a waste glass replacement if 50% for fine aggregate is recommended as optimal mix proportion of UP mortar using crushed waste glass. Accordingly, it is enough to assure the use of the crushed waare glass as an aggregate for the production of UP mortar.

• 상하수도학회지
• /
• 제27권2호
• /
• pp.185-196
• /
• 2013

In Yongwon channel, its natural flow of seawater is blocked by the construction of Busan Newport including the container berth. The channel was transformed into a narrow and long one, where it is possible that ships are only allowed to pass through the north-side channel of Gyeonmado located at the point of river mouth to Songjeongcheon. In addition, Yongwon channel is approximately 100 m wide on average and 3,600 m long, which has the highest slenderness ratio (length/width=36). So it is considered that the changes in the terrain characteristics of Yongwon channel is likely to alter the circulation of sea water, thereby changing its water quality. In this study, the seasonal change and the spatial variation of the water quality in Yongwon channel was analyzed for the effect of land pollution using the measurement data. The mass balance calculation method is used to analyze the water pollution resulting from sediment pollutants. This result shows that the improvement of the water quality in Yongwon channel can be obtained from the sewer pipe modification and the environmental dredging.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제28권6호
• /
• pp.45-57
• /
• 2023

To assess land subsidence estimation and preparedness in the Geum River basin, this study applied GIS techniques and identified six key areas. The Geum River basin has experienced an increase in heavy rainfall since late 2010, and four study areas have shown an increase in groundwater levels. Land subsidence primarily occurred from June to September, with higher rainfall years in 2020 and 2023. Approximately 83.6% of land subsidence in Chungcheongbuk-do province occurred in Cheongju-si, mainly attributed to aging sewage pipes. The regions experiencing population growth have likely led to the construction of underground infrastructures and sewer pipes. Thus, it is considered that various factors, including sewage pipe leaks, precipitation, slope gradient, low drainage density, and groundwater level fluctuations, have contributed to land subsidence. Improving land subsidence estimation involves incorporating additional natural factors and human activities.

• 대한토목학회논문집
• /
• 제31권3B호
• /
• pp.205-209
• /
• 2011

배수관로 내의 토사퇴적으로 인한 통수능 저하는 도시홍수의 주요 발생 원인으로 배수관로의 효율적 유지관리는 도시홍수 예방에 대단히 중요하다. 따라서 본 연구에서는 만관 원형관로에서의 토사이송 실험을 실시하고 배수관로 내에서 일어나는 유사이송 형태, 흐름의 저항 및 유사량 등 수리학적 특성을 분석함으로써 관로의 효율적 유지관리를 위한 기초 자료를 제시 하였다. 본 실험은 길이 8 m, 관경 60 mm의 수평 관로와 유사 공급장치로 구성된 모형장치을 통하여 실내실험을 수행하였다. 실험장치는 최대 $30m^3/hr$ 규모의 유량 순환시스템을 갖추고 있으며 관로 상류부에 5 g/s~19 g/s 규모의 유사 공급 장치와 함께 관로 끝부분에 유사 회수시스템을 갖추고 있다. 본 연구 수행 결과 통수단면의 평균유속(U), 점성계수(${\mu}$), 단위 폭당 소류사량($q_b$), 평균입경($d_{50}$), 수중유사단위중량(${\gamma}^{\prime}_s$)를 주요 인자로 하는 두 개의 무차원 변수를 이용하여 압력 원형관로 내 토사이송을 예측하는 공식을 제안하였으며 이들 무차원 변수 간에는 선형 상관관계가 있음을 확인하였다.

• 한국지반신소재학회논문집
• /
• 제18권4호
• /
• pp.253-262
• /
• 2019

본 연구에서는 하수관 손상을 예방할 수 있는 CLSM을 개발하기 위하여, 산업폐기물인 제지애쉬를 이용한 CLSM의 일축압축강도 특성을 평가하였다. 이를 위해, 각각의 CLSM 배합조건에 따른 유동성시험 및 일축압축강도시험을 수행하였다. 먼저, 유동성시험 결과, 배합조건에 따라 유동성 기준을 만족하는 함수비의 범위는 24%~32%인 것으로 나타났다. 일축압축강도시험 결과, 강도는 재령일 1일에서 7일 사이에 높은 강도증가율을 보였으며, 이때 강도의 크기는 재령일 28일을 기준으로 발현된 전체 강도의 약 50% 이상인 것으로 확인되었다. 그리고 CLSM의 강도 증가는 플라이애쉬의 영향을 크게 받는 것으로 나타났지만, 개발하고자 하는 CLSM의 기준강도를 고려하면 제지애쉬의 배합이 요구되는 것으로 분석되었다. 또한 높은 시멘트 비율을 적용한 경우의 강도가 낮은 경우에 비하여 크게 발현되었지만, 기준강도를 고려하면 시멘트의 비율을 5%로 적용하는 것이 합리적인 배합조건이라고 판단되었다.