• Title/Summary/Keyword: 고강도수도관

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Evaluation Method of Plastic Pipe for High-Strength Water Supply (고강도 수도용 PVC관의 성능평가 연구)

  • Park, Jong-II;Lee, Chang Suck
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.30 no.1
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    • pp.44-49
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    • 2018
  • High-strength plastic water supply pipe evaluation method was evaluated in this study. Up to date, high strength water supply pipes that we install are mostly ductile cast iron pipes. Sometimes, a few PVC pipes are installed. Metal pipes have rust problem on the surface, causing serious damage to metal pipes and reducing the expected life span of water piping system. Nowadays, depending on technology development, some companies have improved properties of general PVC pipe performance with remarkable properties that exceed KS and ASTM standard. Here, we suggest a new method of performance evaluation for high-strength water plastic pipes.

Dynamic response of linear actuator with the thrust force of transverse flux linear motor (횡자속 선형전동기의 추력특성에 따른 선형액추에이터의 동특성)

  • Woo, B.C.;Hong, D.K.;Kang, D.H.;Jang, J.H.;Kim, J.M.
    • Proceedings of the KIEE Conference
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    • 2005.07b
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    • pp.1192-1194
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    • 2005
  • 선형전동기는 일반적으로 회전형 전동기를 잘라 평면에 펼친 다음 회전형 전동기와 같이 구동할 경우 직선운동을 하는 전동기이다. 회전형 전동기에 비해서 효율특성을 다소 떨어지지만 직선운동을 위한 전동기가 필요할 경우에는 많이 사용하고 있는 실정이며 회전형의 경우 고정자와 회전자의 극간격을 유지하기 위해서 축을 중심으로 구동할 수 있게 제작하고 있는 실정이다. 그러나 선형전동기의 경우 정확한 극간경의 유지를 위해서 LM guide를 사용하는 것이 일반적이며 이로 인해서 고정자회 이동자 사이의 정확한 간격을 유지할 수 있게 된다. 또한 자속의 흐름과 이동자의 이동방향에 따라 일반적으로 선형전동기를 구분하는데 자속의 흐름으로 인해 만들어지는 평면과 이동자가 움직이는 방향이 같은 면 상에 있으면 종자속이라고 하고 횡방향으로 놓여질 경우 횡자속 선형전동기라고 부른다. 본 연구에서는 횡자속 선형전동기에서 발생되는 추력특성을 고려하여 선형액추에이터를 설계할 경우 발생되는 추력읜 불균일성에 대한 내용으로 전동기의 추력 특성 파형에 따른 성형 액추에이터의 동특성을 알아보았다. 특히 액추에이터에서 발생되는 공진특성을 기준으로 불때 같은 에너지로 약 2배의 동특성을 얻을 수 있었고 반력은 거의 같은 특성을 얻을 수 있었다.

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Engineering Properties of Sewage Polymer Concrete Culvert (폴리머 콘크리트를 적용한 하수암거의 공학적 특성)

  • Kwon, Seung Jun;Min, Byung Yoon;Park, Sang Soon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.6
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    • pp.9-17
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    • 2012
  • Concrete sewage culvert shows degradation with time since it is always exposed to various harmful ions, and deterioration of concrete culvert propagates to structural safety problems. After reclamation, maintenance for concrete sewage culvert is very difficult so that high durable and structural performance are essential for the sewage concrete culvert. Recently polymer concrete has been used to improve mechanical properties and durability performance. In this paper, engineering properties are evaluated for sewage culvert made with polymer concrete, and leakage and adhesive strength between joints are evaluated with small-scale models. The polymer sewage culvert shows high compressive strength over 100MPa with low water permeability and chloride penetration. Furthermore, high resistances to chemical and biological attack are evaluated. Through tests for leakage and adhesive, unification of joints is verified with evaluation of no leakage and high adhesive strength. Precast polymer sewage culvert in this paper can be actively used for severe conditions like sewage lines.

Prediction of Stress-Strain Relation and Evolution of Compliance of Concrete by a Micromechanical Model (미세역학이론에 의한 콘크리트의 응력-변형도 관계와 연성도의 예측에 관한 연구)

  • 김진구
    • Magazine of the Korea Concrete Institute
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    • v.8 no.3
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    • pp.147-155
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    • 1996
  • In this study a model for the constitutive relation of a plane concrete is proposed using a micromechariical model. In this model a precursor crack is assumed to exist in the aggregate-cement paste interface, and the LEFM is used to predict the nucleation of the bond cracks and the grow th of mortar cracks. For computational convenience the bond crack-mortar crack configuration is transformed into a straight crack with a point force in the middle. 'The overall compliance and the cons,titutive relation are predicted from the damage due to microcracks, and the predicted stress-strain curves are compared with some experimental data. According to the results, the model predictions are better for under tensile loading than under compression, for high, strength concrete than for normal strength concrete.