• 제목/요약/키워드: pipes

검색결과 2,275건 처리시간 0.028초

비금속관 설비관통부의 슬리브 종류에 따른 내화성능 비교 (Comparison of the Fire Resistance Performance of Firestop Systems on Non-Metallic Pipes, Based on the Type of Through-Penetration Sleeve Used)

  • 정아영;최홍범;박진오;이형도
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2023년도 봄 학술논문 발표대회
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    • pp.301-302
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    • 2023
  • In this study, we aimed to identify changes in fire resistance according to the type of sleeves used for pipe penetrations and to examine their accreditation of fire resistance performance and use them as basic data. The test results of fire resistance according to the type of sleeve used in non-metallic pipe facilities showed that the temperature on the support side was higher for sleeves with higher thermal conductivity. For the temperature on the surface of the pipes, in the case of galvanized steel plates, steel pipes, and structures without sleeves, the highest temperature was observed after the expansion of the firestop material for 46 to 53 minutes and then decreased. PVC sleeves showed a steady increase in temperature until 53 minutes, after which the temperature did not increase further. In addition, for non-metallic pipes, the effect of the type of sleeve on fire resistance is considered to be insignificant because the lower part (heating direction of the furnace) under the support structure is cut off to block the heat during the two-hour fire resistance test.

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레진 콘크리트로 제작한 하수관의 성능 평가 (The Evaluation of Performance of Drain Pipes manufactured with Resin Concrete)

  • 서정인;유성원;전성환
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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    • pp.57-62
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    • 2002
  • Resin concrete has better properties than regular cement concrete in making structures such as manholes, pipes, etc. This study is to evaluate the performance of drain pipes made with resin concrete for the development its application. The test results have been checked by JSWAS K-11, because Korea does not have the code for its check-up. They satisfied all the requirements.

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실리카흄을 혼입한 원심력 콘크리트관의 강도특성 (Strength Charcteristics of Centrifugal Pipes With Silica Fume Concrete)

  • 김태경
    • 산업기술연구
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    • 제16권
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    • pp.31-38
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    • 1996
  • This experimental study was conducted to analyze the characteristics of centrifugal pipes which were made of silica fume concrete. External load tests showed that maximum external load ranged from 1,100~5,300kgf/m with thickness ratio(t/D) of between 4.5%~10.0%. Correlation between thickness ratios and external loads was excellent with $R^2$ of 0.99. Respective correlation between measured and computed vertical deformation was good with $R^2$ of higher than 0.90. And therefore, vertical deformation and tensile stress of centrifugal concrete pipes may be theoretically computed with a good precision.

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비닐하우스용 아연도강관의 강도경년변화 시험(농업시설) (A Secular Change of Strength for Galvanized Steel Pipes for Vinyl Housing)

  • 남상운;김문기;권혁진
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2000년도 학술발표회 발표논문집
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    • pp.296-301
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    • 2000
  • Bend test for metallic materials was conducted on samples of galvanized steel pipes being used in greenhouse farms. A secular change of yield strength for galvanized steel pipes was analyzed with the part of buried in the ground and exposed in the atmosphere. From those experimental results and corrosion rate of galvanized film, the standard durable years for pipe framed greenhouses are estimated that the small sized pipe houses of movable type is 7∼8 years and the large sized pipe houses of fixed type is 14∼15 years.

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인제군의 상수관로 개량을 위한 주민의 지불의사금액 추정 (Estimation of Willlingness-to-pay of Residents for Rehabilitation of the Existing Water Pipes at Inche)

  • 이재훈;정동환;신승복;박규홍
    • 상하수도학회지
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    • 제21권4호
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    • pp.385-394
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    • 2007
  • The objective of this study was to estimate social cost on rehabilitation of existing water pipes by investigating the willingness-to-pay (WTP) of residents at INJE County to avoid the loss and inconvenience of transportation and business resulting from the sudden failure and leaks of old water pipes. Contingent valuation method was used through conducting survey to 180 residents in Inche County, with questions of double-bounded dichotomous choice. The resulting WTP of residents at Inche was 7,682 won/month/household. The annual social cost could be estimated as 960 million won, which might be caused by the failure of the old water pipes at INJE County.

배관에 의한 구조진동 진단 및 대책 (A Diagnosis and Solution Case of Structural Vibration caused by Pipe)

  • 이정환;구동식;최병근
    • 동력기계공학회지
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    • 제12권2호
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    • pp.18-22
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    • 2008
  • A few intake stations have vibration problems caused by pipes. The vibration transffered from pipes excites building severely. Therefore, the crack is generated on building wall and people who work at intake station are damaged. In this paper, the vibration is measured and analysis is carried out for pipes at intake station in order to identify the usefulness and effectiveness of the solution proposed for pipe resonance avoidance. According to the result of analysis, the vibration of pipes is reduced by bellows.

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쓰레기 자동집하시설 이송배관의 합류관 최적설계 연구 (A Study on the Optimal Design of Confluent Pipe for Waste Collection Piping System)

  • 성순경;박준길;서상호
    • 설비공학논문집
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    • 제24권5호
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    • pp.428-432
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    • 2012
  • In the waste collection system, living waste is collected through the piping network. There are many confluent pipes in a piping network. These confluent pipes were often clogged up with waste. The optimal configuration of the confluent pipes has been defined by the design guide. However, nobody know how this design guide were determined. Therefore, in this paper, we found the design data for the confluent pipe configuration in order to avoid the waste clogging in a piping network. The distance between connected point on the confluent pipes should be longer than the previous design guide.

Seismic response of SiO2 nanoparticles-reinforced concrete pipes based on DQ and newmark methods

  • Motezaker, Mohsen;Kolahchi, Reza
    • Computers and Concrete
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    • 제19권6호
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    • pp.745-753
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    • 2017
  • Dynamic analysis of a concrete pipes armed with Silica ($SiO_2$) nanoparticles subjected to earthquake load is presented. The structure is modeled with first order shear deformation theory (FSDT) of cylindrical shells. Mori-Tanaka approach is applied for obtaining the equivalent material properties of the structure considering agglomeration effects. Based on energy method and Hamilton's principle, the motion equations are derived. Utilizing the harmonic differential quadrature method (HDQM) and Newmark method, the dynamic displacement of the structure is calculated for the Kobe earthquake. The effects of different parameters such as geometrical parameters of pipe, boundary conditions, $SiO_2$ volume percent and agglomeration are shown on the dynamic response of the structure. The results indicate that reinforcing the concrete pipes by $SiO_2$ nanoparticles leads to a reduction in the displacement of the structure during an earthquake.

유한요소해석과 다구찌 방법을 이용한 알루미늄 7001 소재 파이프의 Roller Levelling 공정 최적화 (Optimization of Roller Levelling Process for Aluminum 7001 Pipes with Finite Element Method and Taguchi Method)

  • 허진혁;이형욱;허훈
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2001년도 추계학술대회 논문집
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    • pp.106-109
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    • 2001
  • Process parameters of roller levelling process are intermesh of each roller, roller angle, roller arrangement and shape of rollers. Experimental optimization of these process parameters is very troublesome because of difficulties in evaluating the straightness of pipes to be levelled quantitatively. Finite element method can be a very efficient way to evaluate the straightness of the pipes and therefore to optimize the process. This paper is concerned with simulation and optimization of a roller levelling process. Process parameters of a 14-roller levller for aluminum T9 pipes are optimized with finite element method and Taguchi method. Parameters of significance in roller levelling process and their optimum are obtained.

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Damage Detection in Lab-Scaled Underwater PVC Pipes Using Cylindrical Lamb Waves

  • Woo, Dong-Woo;Na, Won-Bae
    • 비파괴검사학회지
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    • 제31권3호
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    • pp.271-277
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    • 2011
  • This study presents a nondestructive test for underwater PVC pipes. To use guided ultrasonic waves, specially denoted by cylindrical Lamb waves, a test setup was made in a water tank using the pitch and catch mode and specimens were made to give artificial cutouts located in the circumferential direction of the pipes. Total three states of damaged levels were considered to see how the guided waves interact with the defects. For the experimental adjustments, three different pipe diameters (60, 90, 114 mm) were tested, and two factors - incident angle (10 and $40^{\circ}$) and distance (50 and 200 mm) - were tried. From the results, regardless of the diameters and two experimental factors, it is shown that the degrees of defects were recognized through amplitude and arrived time of the very first part of the received cylindrical Lamb waves. Between amplitude and arrived time, it is found that the amplitude gives more sensitive results.