• Title/Summary/Keyword: 포설

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Loss Measurements of Installed Single-Mode Optical Fibers (포설된 단일모드 광섬유의 손실 특성 측정)

  • 전영윤;박재동;이만섭;양권식
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.16 no.12
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    • pp.1266-1273
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    • 1991
  • Attenuation losses and repeater spans of single-mode optical fibers installed in the long hual optical transmission line were measured and analyzed. The average loss including splicing points was appeared to be 0.55 0.05dB/km and 0.59 0.01dB/km at 1300nm and 1550nm, respectively, and showed lager value at 1550nm window, The cause of loss increase at 1550nm range from the OTDR measurement was due to the inappropriate treatment of extra length of fiber at the splicing points. And average repeater span of domestic long haul line was 24 7km and 90% of total sampled repeater spans was within 31 km.

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Site Monitoring and Analysis of the Reinforced Slope with geogrid (지오그리드를 이용한 보강사면의 현장 계측 연구)

  • Kim, Jin-Man;Cho, Sam-Deok;Choi, Bong-Hyuck
    • Journal of the Korean Geosynthetics Society
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    • v.2 no.3
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    • pp.3-9
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    • 2003
  • Geosynthetics as a reinforcing material for earth structures have ever increased due to their excellent economy, fine external appearance, and easy construction. Geogrids are high-strength, orientated-polymer grid structures used to reinforce soil. This paper deals with the construction and sire monitoring for a 5.1m high-reinforcd slope with $75^{\circ}$ steep. The purpose of site monitoring is to evaluate the applicability of reforced slope with geogrid. Full scale field performance during and after construction was monitored by incorporating instrumentation including strain gauges on the geogrid, and horizontal and vertical movements.

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Development of temperature monitoring system for bus duct (부스닥트용 온도감시 시스템 개발)

  • Kim, Dong-Wook;Nam, Suk-Hyun;Park, Sung-Ju;Huh, Sung-Su
    • Proceedings of the KIEE Conference
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    • 2006.07e
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    • pp.15-16
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    • 2006
  • 배전선로에 전력을 공급하는 방식은 일반적으로 22.9kV급 XLPE 케이블에 의한 전력공급이 주를 이루어 왔다. 한편으로 대규모 전력을 소비하는 공장 및 고층 빌딩의 전력 공급에 있어서는 일반적으로 각각 부하로의 많은 회선수의 케이블 포설을 요하는 전력케이블 보다는, 한 선로로 보다 많은 대전류를 수송하면서 부하 가까이에서 필요한 전류를 간편하게 분기해 공급받는 부스덕트 시스템이 시공 및 배전선로 관리의 간편성에 의해 점차 용도가 늘어나고 있다. 부스닥트 시스템의 대부분은 일단 시설물이 건축될 때 건축물의 상부 공간 또는 설비가 위치한 하부 바닥 구간을 통해 설치된 이후, 기타 배관, 가스관 등의 추가적인 건축 구조물과 함께 설치되어 이후 선로의 보수 진단 등이 대부분 어렵게 되어진다. 본 논문에서 소개하는 부스덕트의 온도감시 시스템은 아무리 복잡하고 협소한 설치 환경이라도 특수한 포설 공법에 의해 광화이버를 포설하고, 이를 활용하여 실시간으로 부스덕트 선로의 표면온도와 주변온도를 상시 감시함으로써, 효율적인 부스덕트 선로의 활용뿐만 아니라 과열에 의한 절연사고를 미연 방지하는 운전신뢰성과 안정성을 높이는 것이 가능하게 되었다.

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A Study on the Economical Installation Method of Fiber Optical Subscriber Network (광 가입자망의 구축 방식별 경제성 연구)

  • Yoo, Kang-Hee;Park, Jong-Soo
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.12 no.9
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    • pp.1666-1674
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    • 2008
  • In this paper, various forms of technical methods as well as comparison analysis on constructing optical subscriber network were studied to find the most economical installation method in the future. Comparison analysis has been focused on the three popular types of optical subscriber networks in Korea, such as VDSL2, Ethernet-LAN and FTTH-R. A study is conducted on the initial installation investment per subscriber, equipment failure rate as well as power consumption per subscriber. As a results, FTTH-R network will be the most economical method in the future, but a gradual switch which undergoes a UTP-fiber hybrid method as the midway process is preferable in considering the existing installed copper UTP subscriber cables.

Influence of Bubble Sheet Applying Methods on Temperature of Exposed Joint Rebar at Wall Surface of Load-Bearing Wall Structure Building During Winter (동절기 벽식구조 건축물 벽부분의 버블시트 포설방법 변화가 이음부 노출철근의 온도에 미치는 영향)

  • Han, Cheon-Goo;Lee, Jea-Hyeon;Kim, Min-Sang
    • Journal of the Korea Institute of Building Construction
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    • v.17 no.2
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    • pp.149-155
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    • 2017
  • In this research, the surface covered curing method using the double-layered bubble sheet was evaluated. This double-layered bubble sheet has outstanding insulating performance with its low heat conductivity and high economic feasibility with its high durability. However, in the case of wall-typed building construction, the area of exposed rebar is curious on curing performance with the double-layered bubble sheet in spite of the double-layered bubble sheet showed favorable performance for slab. Therefore, in this research, regarding the actually constructed wall-typed apartment building, the most efficient curing method was suggested based on the evaluation of curing performance depending on temperature distribution depending on various location of covered or exposed rebar. As a result, the D method was determined as the most efficient curing method without any concern of early-age frost damage. However, by considering easiness of construction, the B method of covering the pieced double-layered bubble sheet on gap between rebars can be another option of desired result.

Development and Cost-effective Evaluation of Grass Blocks Minimizing Construction Waste (건설폐기물을 최소화한 비용 효율적 잔디 블록 기법 개발 및 평가)

  • Jeon, Minsu;Hong, Jungsun;Jeon, Jechan;Kim, Lee-Hyung
    • Journal of Wetlands Research
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    • v.19 no.3
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    • pp.359-365
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    • 2017
  • Impermeable surfaces such as transportation land uses including roads and parking lots accumulate high heavy metals and particulate matters concentration especially during dry season which worsens the river water quality and distort the water circulation system during rainfall events. Recently, the government has been promoting policies to install Low Impact Development (LID) facilities such as permeable pavements or grass blocks in parking lots or pavements. However, transition of asphalt-paved surfaces to permeable pavement generated asphalt wastes which are detrimental to the environment and has cost implications due to its removal and disposal. Therefore this study was conducted to provide a method of constructing a cost-effective permeable pavement to reduce waste generation and cost. In this study, comparative analysis of the water circulation capacity and economic efficiency of the traditional construction method and new method proposed in this study through the lab-scale experiment. The proposed method was to make holes in existing asphalt pavements, layout geotextile fabric and permeable base media such as sand before compaction. After compaction, layout grass blocks on the compacted base media then layout sand in between each grass blocks before compaction. Apparently, there was no significant difference between the traditional installation method of permeable pavement and the proposed method in this study considering surface runoff, infiltrated volume, stored volume, and rainfall-runoff delay time. The proposed method in this study generated 86% less wastes compared to the traditional installation method and has 70% cost reduction considering asphalt removal and disposal. The construction method proposed in this study yielded similar performance compared to the traditional installation method and water circulation effect, but was proven to be less complicated and economical.

Experimental Study of Collapse Delay Effect of Riprap on Dam Slope (사력댐 사석 보호공의 붕괴 지연 효과에 대한 실험 연구)

  • Jeong, Seokil;Kim, Seung Wook;Kim, Hong Taek;Lee, Seung Oh
    • Journal of Korean Society of Disaster and Security
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    • v.11 no.1
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    • pp.31-38
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    • 2018
  • The 99.1% of small dam and most of the levees in Korea are soil dam which can be constructed with lower cost and less effort compared with ones made of concrete. However, they are so vulnerable to overflow. Sudden collapses of these strucrues lead to increase flow rate rapidly, which may cause catastrophic problems in downstream regions. In this study, the experimental study on the collapse delay effect of riprap that was laid on slope of soil levee was carried out. A prismatic rectangular open channel was used and three different sizes of the riprap were installed on slope of a scaled earth dam. A new formula for the collapse time of the levee with the installation of riprap was presented, using the previous researches and the dimensional analysis. In this process, an unsteady flow condition was considered to derive the deviation time of the riprap. And additional experiments were conducted to understand the effect of reinforcement of riprap, and it was found that the reinforcement of riprap was more effective than twice sizing of intial riprap. If the collapse time is delayed, EAP (Emergency Action Plan) and forecasting can greatly reduce the degree of flood damage. Also, it will be meaningful that the results of this study are used for river design.

광통신 케이블 설계에 관한 연구

  • 송관호;마영찬;이원승
    • Proceedings of the Korean Institute of Communication Sciences Conference
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    • 1982.10a
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    • pp.29-32
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    • 1982
  • 본 논문은 광섬유 케이블의 설계에 있어, 케이블 공정에 따른 광손실의 증가를 최소로하는 케이블의 구조 및 광케이블의 포설에 따른 잔류 응력의 억제 등, 장기간 동안 케이블의 전송특성을 유지하며, 광섬유의 파단 방지를 목표로 고려해야할 사항을 논하였다. 광섬유의 특성을 유지하기 위해서는 광섬유 제조시 사용되는 재질 및 적정 Dimension 설정이 필요하며 광섬유 파단 방지를 위해 CABLE내에 TENSION MEMBER를 수용하는 구조를 검토, 광섬유 CABLE 포설시 광섬유의 파단 확률을 감소시키며, 광섬유의 잔류응력을 억제하는 관점에서 케이블 구조를 설계하였다.

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Weatherability of Geotextiles for Silt Protector (오탁방지막 용 지오텍스타일의 내후성)

  • 전한용;이수남;이준석;변성원
    • Proceedings of the Korean Fiber Society Conference
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    • 2003.04a
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    • pp.362-363
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    • 2003
  • 직포매트(Woven Ggeotextiles)는 연약지반 보강, 도로포장 등에 주로 사용되고 있지만, 간척지 지반 공사 및 해안지역 LNG 저장고 공사 둥에도 보강용 및 오탁방지막의 막체로도 이용되고 있다 한편, 장기간 시공의 경우 현장에서 대부분 커버를 씌운 상태로 야적, 보관되거나 일차 포설된 채로 한달 이상 경과하는 경우도 발생하게 되어 일광이나 자외선 등에 노출된 채로 있기 때문에 설계 인장강도의 저하를 초래하거나 열수축에 의한 치수변형이 발생하기도 한다. (중략)

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Development of Portable Transmit Receive System for Broadcasting (휴대용 방송 송수신 시스템 개발)

  • Lee, Hyung;Shin, Ji-Seob
    • Proceedings of the Korean Society of Computer Information Conference
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    • 2016.07a
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    • pp.71-72
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    • 2016
  • 본 논문에서는 사설방송이 필요한 상황에서 HD급 비디오카메라 등의 영상촬영장비 및 영상출력장비의 출력을 송출하고, 송출된 영상콘텐츠를 수신하여 기존의 HDTV 또는 컴퓨터로 전송할 수 있는 휴대가 가능한 방송 송수신 시스템을 제안한다. 즉 개발된 장비를 조합하여 기존의 공청망 또는 LAN을 이용하여 영상콘텐츠를 송수신하는 것으로써, 공청을 위한 선로가 포설되지 않았어도 기존의 LAN을 활용하여 영상콘텐츠를 송수신할 수 있다.

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