• 한국조명전기설비학회:학술대회논문집
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• 한국조명전기설비학회 2002년도 학술대회논문집
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• pp.125-131
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• 2002

It is very important to assume potential distribution to be generated in electrode environs and grounding resistance by current beforehand, when incoming at grounding electrode to plan efficient grounding facilities In this paper, we analyzed grounding resistance through a simulation experiment by a water tank scaled model electrode of the rectangular earth plate, a theoretical Calculation result of the rectangular earth plate and measurement of grounding resistance buried rectangular earth plate analysing earth surface potential.

• 상하수도학회지
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• 제31권2호
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• pp.141-148
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• 2017

The waterworks company is in charge of managing water facilities buried underground, and the management has been centered on manholes. However, since there is no standard management manual, it has been impossible to introduce and operate a systemized managing tool by water service providers and managers, and manhole management has been carried out by individual data recording personnel for each water service provider. When the management is carried out individually, the data to be shared by other waterworks managers tend to be privatized, and consequently, it may become a big obstacle to proceed with many civil works such as emergency leak repair, road excavation, replacement of old buildings. This report introduces RFID (Radio Frequency Identification) system which is based on the magnetic field capable of IOT. It also describes the necessity of leveraging the system for smart managing of pipe management record that has been done by hand writing. The RFID system includes RFID marker, data reader, portable computer operating program, and data base server operating program. In this system, the data is managed with a single communication device, and it would be possible to share the information on the underground facilities and water treatment facilities. This RFID technology is expected to provide water service providers with opportunities to develop more scientific and modernized underground facilities information systems.

• 한국건설순환자원학회논문집
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• 제5권2호
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• pp.83-90
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• 2010

As a reinforced fabric, asbestos has been utilized as a fire-resistant material as it has a superior flexural stiffness and heat resistance up to $1500^{\circ}C$. However, due to its harmfulness, its use has been prohibited recently and the even the installed asbestos materials are being repaired or supplemented if there is a concern about flying. Asbestos is mainly used for construction panels as a reinforced fabric and coating materials to ensure the fire-resistance of steel frames. Asbestos was used as fire-resistant materials for steel frames until 1991 and then prohibited as Act on Industrial Safety and Health limits the concentration of asbestos in the air. Classified as a designated waste according to Act on Waste Control, asbestos must be buried if there is no possibility of flying (panel-type materials) or cement-solidified and then buried if there is a possibility of flying (spray coating material) In general, it is required that a new waste landfill include a certain landfill facility for designated waste, but in reality there is an absolute storage of landfill facilities for designated waste as they only install facilities of the size required by the regulations. This could result in the 2nd environmental pollution as they cannot process asbestos wastes which will be generated in large volume in the future. This study explores a method that melts asbestos wastes at $700^{\circ}C$ rather than cement-solidifying the waste asbestos from construction sites, especially asbestos-containing spray coating. The study results showed that there was no change in the composition and shape even though asbestos wastes was melted at $1300^{\circ}C$, but there was a change for the specimen which was process in advance for low temperature melting and then melt at $900^{\circ}C$.

• 한국터널지하공간학회 논문집
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• 제6권4호
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• pp.345-356
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• 2004

지하구조물을 축조하는 공법으로 기존에 가장 많이 사용해 온 것이 개착식 공법이나, 지상교통 흐름을 방해하고 공사소음 및 주변 지반의 침하로 인한 민원 발생 등 많은 문제점을 야기해 왔다. 많은 경우에 있어 지중에 매설된 상수도관 하수도관 도시가스관 고압 전력구 통신 케이블 등 지중 매설물의 위치가 정확하게 파악되지 않아서 안전한 시공에 어려움이 크고, 개착공사 시 지하지장물의 이설로 인한 공지지연 및 추가공사비가 소요될 것으로 판단되다. 따라서 본 논문에서는 기존 지하구조물 축조공법을 개선하여 슬래브강관과 PC벽체 트렌치를 이용한 터널축조공법 (T.R.c.M.)을 서울지하철 현장에 적용한 시공사례를 소개하고자 한다. 연구결과, T.R.c.M.공법은 진동과 소음을 최소화하여 주변환경과 교통의 흐름에 전혀 지장을 주지 않고 안정적으로 터널을 축조할 수 있는 공법임을 알 수 있었다.

• 한국방재안전학회논문집
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• 제10권1호
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• pp.55-60
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• 2017

슬러지를 매립하는 경우 빗물의 유입이나 주변 지하수의 수분을 흡수하여 지반이 전체적으로 연약해 지는 경우가 발생한다. 본 연구에서는 탈수한 염색슬러지를 매립한 경우의 문제점을 확인하기 위해 염색슬러지와 염색슬러지-토사 혼합샘플에 대한 시험을 수행하였다. 염색슬러지가 배수가 원활하지 못한 매립지 내부에서 함수비가 높은 상태로 장기간 방치되면, 염색공장의 염색슬러지와 비교하여 투수성이 약 3/100 수준으로 낮아지고 압축성이 1.4배 증가하는 것으로 나타났다. 매립지의 안정성 확보를 위해 매립지 내부 함수비를 저하시키는 것이 중요하며, 배수로의 확보와 침출수 배제시설을 통한 관리가 필요할 것으로 판단된다.

• 상하수도학회지
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• 제32권5호
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• pp.435-443
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• 2018

Most of aged water supply pipes have been replaced by the open cut method. However, this method has some limitations because water pipes, in many cases, are buried together with other underground facilities or are buried in the middle of high-traffic roads or in narrow alleyways where boring machines cannot be used. This research developed a pipe bursting device for small diameter pipes that enables pipe replacement without excavating the ground, by the busting of existing buried pipes followed by the traction and insertion of new pipes. As a results of examining the field applicability of the developed device, PE pipes and PVC pipes required the tractive force of 413.65~665.69 kgf and 457.43~791.35 kgf respectively, plus an additional 30 % tractive force per elbow. The proper number of bursting head was demonstrated that the connection of more than 2 heads could secure a stable bending radius of 15D. The developed device can be improved through field experiments involving various pipe types and pipe diameters, as well as presence/absence of elbow, so as to be utilized regardless of diverse variables according to the conditions of the soils surrounding existing pipes.

• 한국지반환경공학회 논문집
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• 제19권7호
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• pp.13-18
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• 2018

최근 도심지를 중심으로 도로함몰이 증가하고 있어 시민들의 안전을 위협하고 있다. 도로 하부에는 상하수도관로, 전기통신시설 등 각종 도로시설물이 매설되어 있는데 이 시설물의 노후화가 도로 함몰의 원인으로 작용하고 있다. 특히, 도로함몰의 주된 원인으로 주목받고 있는 노후 하수관의 경우 단순히 매설연도에 의존하여 하수관 교체 및 보수보강 등의 관리가 이뤄지고 있으며, 하수관 상태에 의한 도로함몰의 위험성은 고려되지 않는 실정이다. 따라서, 본 연구에서는 다양한 하수관 제원 및 주변 환경 정보 및 CCTV 탐사 결과 및 GPR 탐사 결과를 고려한 신뢰성 있는 도로함몰 위험도 평가 방안을 제시하고자 하였다.

• 보존과학회지
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• 제35권6호
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• pp.588-599
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• 2019

발굴 조사 된 매장문화재는 학술적, 역사적 가치에 따라 문화재청장이 보존조치를 결정하지만, 이전·복원 후 관리, 보존, 활용은 체계적으로 이루어지고 있지 않고 있다. 또한 보존유적 및 보호시설의 손상으로 보존방안과 활용도에 대한 문제점이 발생되고 있다. 이에 충북 지역 보존유적에 대한 현황을 조사하여 보존방안 및 활용방안에 대하여 제시해 보고자 하였다. 충북에는 총 43개의 보존유적이 있었으며, 관리주체의 명확성 여부를 떠나 대부분 체계적인 관리는 이루어지고 있지 않았다. 잘못된 보존처리와 재료의 선정 등으로 인해 유구 및 보호시설이 훼손 되어지고 있는 상태로 확인되었으며, 보존유적의 훼손으로 전시, 교육, 체험 등 활용성에서도 문제점을 확인하였다. 이러한 문제점 해결에는 법적·제도적 장치의 개선, 예산·전문 인력 확보. 표준화 매뉴얼 개발 및 적용, 지속적 모니터링, 예방보존, 이전 지료 및 방법 연구, 목록화 작업, 전문 박물관 및 복합 테마 파크 조성 등 중·장기적인 계획이 세워져야 할 것이다. 또한 조사된 보존유적에 맞는 보존방안을 제시하고, 이를 기반으로 보존·관리가 이루어지면 보다 체계적·과학적으로 보존·관리되고 교육, 전시, 홍보 등 다양한 목적으로 활용될 수 있을 것으로 판단된다.

• 한국농촌건축학회논문집
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• 제24권4호
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• pp.85-95
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• 2022

This study is about the story of 'Saemi', existing in the Sacheon Alluvial fan area. Saemi is a local word for Dumbeong, which is the traditional water irrigation facilities in this area that could be formed according to the geographical characteristics of a Alluvial fan site. In the meantime, although Saemi has been an important source of water, related research has been mainly done from an ecological point of view. Accordingly, the researcher paid attention to the functional aspects of Saemi itself, grasped its location, distribution status, and usage including the construction method, and considered its intrinsic value through classification and characteristic analysis of Saemi. As a result of five field surveys from September 2021 to October 2022, 129 Saemies remained in the Sacheon alluvial fan area. According to the structure and shape, Saemi could be divided into basic type, complex type, and buried type. The basic type was subdivided into bucket-type and stairs-type along with the complex type, and the buried type was subdivided into all buried-type and some buried-type. Saemies were mainly distributed at the distal end of the Sacheon alluvial fan site, individual Saemies were built on farmland, and common Saemies were usually built along roadsides adjacent to villages. The reason why the Saemies are concentrated at the distal end is the geographical characteristics of the alluvial fan where the water underflows. Saemi was an important multifunctional water supply source equivalent to the main water source for people at the distal end of the pond who did not receive a stable supply of water from the reservoir. Saemi was at the center of the underground water irrigation network agricultural system in the Sacheon alluvial fan area according to the principles of 'bbaeim(drop out)' and 'gaepim(pooling)' It has provided a foundation for establishing itself as an appropriate technology in this area. Such Saemi contributed to the rural landscape and agricultural biodiversity through its own system and served as a public interest function. It is necessary to know, conserve, manage, and continuously utilize the value of this Saemi as an agricultural heritage.

• 조명전기설비학회논문지
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• 제30권2호
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• pp.57-64
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• 2016

Power demand has continuously increased with technological and economical development. The load density is also growing in the center of downtown area. In particular, underground facilities have been increased on the purpose of the prevention of urban disasters and pedestrian environment improvement. Based on this situation, the underground space in urban surroundings has gradually decreased because of the limited space. The ampacity of buried cables is affected by various factors such as cable size, soil thermal resistance, burial depth and filling material. The thermal capacity of the facilities is determined by the absorb heat surrounding the cable and the soil. The maximum operating temperature of cable is the highest temperature when the insulator of cable is not damaged in the case of high enough temperature. In this paper, the most effective cabling configuration is suggested using the duct array adjustment. It was also considered to increase the number of cable line. This underground distribution system was simulated by using ETAP(Electrical Transient Analysis Program).