• Title/Summary/Keyword: 설치유형

Search Result 550, Processing Time 0.028 seconds

A Study on the Characteristics of Each Type of LED Digital Landscape Lighting in Expressway Tunnel (고속도로 터널 내 LED Digital 경관조명 디자인의 유형별 특징 비교 연구)

  • Hwang, Ye-Jin
    • Journal of Digital Convergence
    • /
    • v.19 no.12
    • /
    • pp.457-462
    • /
    • 2021
  • As South Korea is a mountainous topography, installation of tunnel is essential for construction of expressway in straight lines. According to "2019 Road Bridge and Tunnel Status Report", there are 2,682 tunnels in Korea with total length of 2,077km. Tunnels take up 1.9% of total road length and the number of tunnel increased by 94% with 1,300 newly constructed tunnels over the 10 years. According to domestic and foreign researches, a long tunnel over 1km in expressway has dark lightings and monotonous wall design which decrease driver's concentration and make the driver feel bored. This leads to feeling fatigue and drowsiness more easily. In response, Korea Expressway Corporation installed design lighting that increases attentiveness on 10 tunnels with total length over 3km by 2020. To reduce the risks of accident that may happen inside the tunnel, this study conducted a comparative analysis on characteristics of each type of LED landscape lighting installed inside the expressway tunnel. The study aimed on providing the basic material for effective installation of LED landscape lighting for securing driving stability, reducing fatigue, and lowering the risk of drowsiness.

A Study on the Pattern of Tunnel Collapse in Weathered Rockmass (풍화파쇄대에서 발생하는 터널 붕락 유형 연구)

  • Kim, Nagyoung;Park, Youngho;Shim, Jaewon;Park, Yongseok
    • Journal of the Korean GEO-environmental Society
    • /
    • v.10 no.1
    • /
    • pp.55-61
    • /
    • 2009
  • Recently, highway tunnel construction has rapidly been increased due to the limited ground usage and geographical characteristic in Korea, i.e. Korea consists of 70% mountains. In this paper, it was analyzed tunnel collapse patterns in the weathered rockmass. Recent tunnel collapse pattern is quite different from that of past ten years. Tunnels in past years have been collapsed at shallow valley area because of shear strength decrease after heavy rain. Tunnels, which have been constructed recently, were collapsed at even the deeper ground position after primary support. Also in the case that proper reinforcement was not applied, it caused excessive crack at shotcrete and local collapse near tunnel face. In this paper, it was analysed the cause of the recent tunnel collapses and proper reinforcement for the collapsed tunnels.

  • PDF

A fundamental study on the development of feasibility assessment system for utility tunnel by urban patterns (도심지 유형별 공동구 설치 타당성 평가시스템 개발에 관한 기초 연구)

  • Lee, Seong-Won;Sim, Young-Jong;Na, Gwi-Tae
    • Journal of Korean Tunnelling and Underground Space Association
    • /
    • v.19 no.1
    • /
    • pp.11-27
    • /
    • 2017
  • The road network system of major domestic urban areas such as city of Seoul was rapidly developed and regionally expanded. In addition, many kinds of life-lines such as electrical cables, telephone cables, water&sewerage lines, heat&cold conduits and gas lines were needed in order for urban residents to live comfortably. Therefore, most of the life-lines were individually buried in underground and individually managed. The utility tunnel is defined as the urban planning facilities for commonly installing life-lines in the National Land Planning Act. Expectation effectiveness of urban utility tunnels is reducing repeated excavation of roads, improvement of urban landscape; road pavement durability; driving performance and traffic flow. It can also be expected that ensuring disaster safety for earthquakes and sinkholes, smart-grind and electric vehicle supply, rapid response to changes in future living environment and etc. Therefore, necessity of urban utility tunnels has recently increased. However, all of the constructed utility tunnels are cut-and-cover tunnels domestically, which is included in development of new-town areas. Since urban areas can not accommodate all buried life-lines, it is necessary to study the feasibility assessment system for utility tunnel by urban patterns and capacity optimization for urban utility tunnels. In this study, we break away from the new-town utility tunnels and suggest a quantitative assessment model based on the evaluation index for urban areas. In addition, we also develop a program that can implement a quantitative evaluation system by subdividing the feasibility assessment system of urban patterns. Ultimately, this study can contribute to be activated the urban utility tunnel.

The Evaluation of Pollutant Removal Efficiencies by Sedimentation Basin Types constructed at the Inlets of Irrigation Reservoirs (농업용 저수지 내 침강지의 설치유형에 따른 수질정화효율 평가)

  • Jang, Jeong-Ryeol;Choi, Sun-Hwa;Nam, Gui-Sook;Kwun, Soon-Kuk
    • Journal of Korea Water Resources Association
    • /
    • v.38 no.8 s.157
    • /
    • pp.665-674
    • /
    • 2005
  • The aim of this study is to evaluate 3 types of sedimentation basins: dredging, shield skirt and auxiliary dam, constructed at inlets of two irrigation reservoir and to estimate the most beneficial type and fitted size, SAR(surface to area ratio), for pollutant removal efficiency(RE). For this, RE of major water quality items and change of physicochemical properties in sediments before and post construction of sedimentation basin(SB) were investigated. RE depended on SB types, water quality items and survey times with wide range from $-87\%$ to $92\%$. Long term overall removal efficiency by ROC(regression of concentration) method were $18\%$ in dredging, $29\%$ in shield skirt and $42\%$ in auxiliary dam type. There was a change of physicochemical properties in sediments at auxiliary dam type, while a slight change at dredging and shield skirt type. In comparison to RE, SAR and hydraulic retention time at 3 types of SB, auxiliary dam type was the most beneficial one. Thus, it is recommended that SB would be constructed in completely separated structure from water body of a reservoir with SAR ranged from 0.7 to $1.0\%.$

A study of Economical manhole span considering cable pulling tension (케이블 포설장력을 고려한 경제적 맨홀 경간 연구)

  • Lee, Hu-Young;Sun, Sang-Jin
    • Proceedings of the KIEE Conference
    • /
    • 2008.07a
    • /
    • pp.416-417
    • /
    • 2008
  • 맨홀 설치간격과 설치장소선정은 케이블 포설장력과 관계가 깊다. 케이블 포설장력은 맨홀의 설치위치와 경간에 의해 이미 정해지기 때문이다. 맨홀경간이 길어지면 설치개소가 적어져 공사비가 절감이 되기 때문에 경제적인 이점이 있지만 반대로 케이블에는 포설장력이 반비례하게 증가하게 된다. 케이블의 수명을 오래동안 유지하기 위해서는 케이블에 적당한 장력이 걸리게 해야 하고 경제적인 측면에서도 경간을 증가시켜야 되는 상황에 처하게 된다. 설계자는 이에 경제적이고도 안정적인 지중배전선로를 구성하기 위해서는 반드시 케이블 포설장력을 계산하여 설계에 반영하여야 한다. 본고에서는 유형별로 케이블 포설장력을 계산하는 방법을 기술하였고 포설장력 산출결과에 따라 경제적인 맨홀설치 방안을 제시하였다.

  • PDF

Studying Life Zone Determination and Classification of South Korea for Providing and Operating Living SOC Facilities in the Post-COVID-19 Era (코로나-19 이후 시대에 생활SOC 시설의 설치·운영을 위한 우리나라 생활권의 설정과 유형 구분 연구)

  • Heejae Kim;Geunyoung Kim
    • Journal of the Society of Disaster Information
    • /
    • v.20 no.2
    • /
    • pp.448-461
    • /
    • 2024
  • Purpose: The purpose of this study is to establish a life zone class suitable for Korean characteristics in the post-COVID-19 era and to classify the types for the installation and operation of living SOC facilities. Method: The concept of the life zone was established through policies and previous studies related to the life zone, and data in various fields such as population, employment, transportation, economy, and education were classified using the z-score technique. Result: Korea's life zones can be classified into metropolitan life zones, regional life zones, urban life zones, village life zones, and neighborhood life zones, and depending on their roles, they can be classified into central life zones, workplace-residential balanced life zones, residential life zones, industrial life zones, and low-density life zones. Conclusion: The results of this study show that proper life zone establishment and proper living SOC supply can prevent the decline of underdeveloped areas and contribute to balanced regional development

Study on the Structural Analysis and Characterization of Hunting Pit in the Bronze Age - Focusing on Relics in Ulsan and Chuncheon Area - (청동기시대 함정유구의 구조분석과 성격 검토 - 울산, 춘천 지역 유적을 중심으로 -)

  • Choi, Su-hyoung
    • Korean Journal of Heritage: History & Science
    • /
    • v.46 no.2
    • /
    • pp.166-185
    • /
    • 2013
  • After analyzing the location, arrangement, inner structure, and form of the hunting pit in the Bronze Age, this paper sets up three types and talks about types of hunting pits. After analyzing the types of the hunting pit, three types of hunting pits are derived: mountain district - large group's arrangement - long oval - I II type(A), mountain district - arrangement in a line - oval - I type(B), flat area - arrangement in a line - oval - I III type(C). Literature, the ways in hunting pits, the purpose of the installations, and the characters are studied and compared with those of the anthropological cases. Even though hunting pits of types A and B are constructed to hide and get protein and bone of animals for breeding, there are differences in the ways in hunting and characters. Type of A seems to be constructed only for occupation that is the standardized hunting method on a small works. However, type B is the chasing method to hunt as a group and it has various purposes including main occupation. For example, it is for improving the war skills by practicing the hunting strategies and cooperating with the people. In addition, it is for getting a sacrifice for god. The type C hunting pit is estimated that it plays a role to protect themselves from invasion. It's inferred that there are many purposes for military defense and protection of people or animals within the village. It is the reason why the construction is spread in hunting pit including various purposes in the Bronze age that originates in social and economical specialization like the increase in agricultural productivity and appearance of a chief.

Offshore 사고와 Salvage

  • Jeon, Sang-Yeop
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
    • /
    • 2013.06a
    • /
    • pp.563-565
    • /
    • 2013
  • 해양플랜트 구난기술은 상당 부분 선박구난과 동일하여 수중절단, 인양, 계류, 기름의 이송 및 예인 등은 공통적으로 적용이 가능하다. 그러나 구조물이 복잡하고 대형이며, 심해 설치 등의 특성이 있으므로 해양플랜트 구난작업에는 유형별 구조에 대한 정확한 이해가 필요하다. 해양플랜트 설치, 이송 및 해체 분야에 대한 기술은 구난 분야에도 적용이 가능하므로 해양플랜트 특성에 적합한 구난기술 개발 방향을 제안하였다.

  • PDF

법령과 고시 - 하도급 부당특약 유형 추가 등 건산법 시행령, 시행규칙 개정

  • 대한설비건설협회
    • 월간 기계설비
    • /
    • s.257
    • /
    • pp.55-57
    • /
    • 2011
  • 국토해양부는 건설산업기본법 시행령, 시행규칙을 지난 11월 1일 공포하고, 11월 25일부터 시행에 들어갔다. 이번에 개정된 건설산업기본법 시행령, 시행규칙에는 하도급 부당특약 유형이 추가되고, 하도급계약심사위원회를 설치, 운영하는 등의 내용이 포함되어 있다. 이는 대한설비건설협회가 그동안 하도급자의 권리보호와 공생발전을 위해 국토해양부에 관련제도 개선을 지속적으로 건의한 결과이다. 이번에 개정된 건설산업기본법 시행령, 시행규칙은 협회 홈페이지(www.kmcca.or.kr) 협회 내 자료공유에서 다운받을 수 있다.

  • PDF

Factors Influencing Crash Severity by the Types of Bus Transportation Services Using Ordered Probit Models (순서형 프로빗 모형을 이용한 버스 운송사업 유형 별 사고심각도 영향요인 분석)

  • YOON, Sangwon;KHO, Seung-Young;KIM, Dong-Kyu
    • Journal of Korean Society of Transportation
    • /
    • v.36 no.1
    • /
    • pp.13-22
    • /
    • 2018
  • Buses, one of the representative public transportation modes, are divided into a vareity of service types according to the purpose of operation, operating distance, and management agencies. Although bus-involved crashes may cause large amount of damage due to the higher number of passengers boarded on a bus, prior research has little focused on crash severity according to bus service types. This study aims to investigate factors influencing crash severity in bus-involved crashes and to present policy implications to reduce crash severity by bus service type. To do this, bus-involved crash data from the Traffic Accident Analysis System (TAAS) during five-year period are used. Ordered probit models for three types of bus service, i.e., city bus, suburban and express buses, and charter buses, are estimated to analyze the factors of accident severity. The results show that there are significant differences of factors affecting crash severity among the types of bus services while speed and road surface influence all the types of buses. In case of local buses, time of day, roadway alignment, and installation of a traffic signal are found to be statistically significant factors. Seat belt and road class have significant effects on injury severity of the intercity and express buses. Chartered buses have time of day, driving experience, seatbelt, traffic signal, and day of week as the significant factors. The results of this study are expected to contribute to the reduction of the crash severity by each bus service type.