• 제목/요약/키워드: water tightness

검색결과 66건 처리시간 0.025초

고수압 조건에서의 세그먼트 방수성능평가에 대한 실험적 연구 (An experimental study for water tightness of segment under high water pressure)

  • 추석연;박영진;김동현;김용일;이두화;조상국
    • 한국터널지하공간학회 논문집
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    • 제5권4호
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    • pp.361-370
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    • 2003
  • 본 논문에서는 쉴드TBM터널의 세그먼트 연결부 방수재로 기장 많이 사용되는 수팽창성 지수재와 가스켓의 방수성능을 실험을 통하여 평가하였다. 방수성능은 내수압방식으로 수행하였으며, 수팽창성 지수재의 방수성능을 평가하기 위하여 5일간의 수침기간을 두었다. 수팽창성 지수재는 일반적인 형태와 비팽창성고무가 결합된 형태의 두가지 방식을 적용하였고, 가스켓은 일반적으로 가장 많이 사용되는 EPDM가스켓과 수팽창성지수재가 부착된 복합형 가스켓을 적용하였다. 세그먼트의 방수성능은 시공오차 및 세그먼트 변형에 크게 의존하며, 일반적으로 이러한 시공오차 및 세그먼트 변형은 연결부 벌어짐 (Gap)과 연결부 엇갈림 (Offset)으로 표현된다. 이 Gap과 Offset에 따른 방수성능의 변화를 관찰한 결과, 세그먼트의 방수성능은 시공오차 중 Gap의 영향을 크게 받는 것을 확인할 수 있었으며, Gap과 Offset에 대한 관리기준치가 제시되었다.

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시멘트 재료의 수밀특성에 미치는 유기 지방산 염의 영향 (Effects of the Organic Fatty Acid Salts on the Watertightness Properties of the Cementitious Materials)

  • 나승현;강현주;안광훈;송명신
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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    • pp.529-532
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    • 2008
  • 콘크리트의 내구성능은 시멘트 재료의 수밀성능과 밀접한 관계가 있다고 할 수 있다. 콘크리트의 내구성능 향상을 목표로 매우 다양한 수밀성능 개선 재료가 단독 혹은 복합적으로 사용되고 있다. 시멘트 재료의 수밀성능 향상을 위해 사용되는 재료로서는 천연 mineral계, 유기 지방산계, 지방산 염계 등이대표적이라 할 수 있는데 각각의 수밀성 mechanism은 차이가 있으며 또한 시멘트 재료의 수화특성에 다른 영향을 미치는 것으로 알려져 있다. 본 연구에서는 유기 지방산 염계 수밀성 재료로서 stearic salts를 사용하여 지방산염이 시멘트 재료의 수밀성능 향상에 기여하는 mechanism 및 시멘트 재료의수화특성에 대하여 연구하였으며 유기 지방산염의 첨가에 따른 시멘트 수화특성에 대하여 응결시간,flow, 단열식 수화발열 특성, 압축강도 등에 대해 측정하고, 수화물의 생성 및 변화를 확인하기 위하여 powder X-ray 회절분석 및 주사형 전자현미경 분석을 하였으며, 수밀특성에 대해서는 KS F 2609(건축재료의 물 흡수계수)에 의한 흡수계수와 시멘트 재료의 pore 특성으로 분석하였다.

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실 단면 형상과 니트 구조 인자가 흡한속건 소재의 수분이동 특성에 미치는 영향 (Effect of Yarns Cross-Sections and Structure Parameters of Its Knitted Fabrics to Moisture Transport of Perspiration Absorption and Fast Dry Fabrics)

  • 김현아
    • 한국의류산업학회지
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    • 제20권4호
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    • pp.457-463
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    • 2018
  • This study examined the water absorption and drying properties of the thirteen types of the knitted fabrics for sports wear. These physical properties were analysed with relation to the constituent fiber cross-sectional shape and structure parameters of the knitted fabrics by regression analysis. Absorption and drying properties of the knitted fabric specimens were increased with increasing the porosity of the constituent yarns, which was attributed to the capillary channels in the yarns. The water absorption and drying properties were increased and decreased with increasing tightness factor and stitch density of the knitted fabric. The absorption property of the knitted fabric for perspiration absorption and fast dry sport-wear clothing was mostly influenced mostly by fiber cross-sectional shape and its characteristics, whereas, drying property was dependent on the structural parameters of the knitted fabric such as tightness factor and stitch density. Therefore, superior perspiration absorption and fast drying knitted fabric could be obtained in the fabric structure with optimum tightness factor and stitch density, and constituent yarn structure with non-circular fiber crosssection and high porosity. GATS method and MMT method are used to measure sweating fast drying properties and it is necessary to carry out studies using these measurement methods in order to compare with the results of this study.

플라이애시 수중불분리성 콘크리트의 수밀성에 관한 실험적 연구 (An Experimental Study on the Water Tightness of Fly Ash Antiwashout Underwater Concrete)

  • 권중현;김봉익
    • 한국해양공학회지
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    • 제22권4호
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    • pp.40-45
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    • 2008
  • This paper describes the effects of fly ash replacement on the water tightness of antiwashout underwater concrete, which replaced the cement with fly ash from 0% to 30%. The experimental work was performed to find out the depth of permeation of concrete specimens cast in air and cured in 23 $^{\circ}C$ tap water using an open center pressure type of water permeation tester. The results showed that the permeation depth values of antiwashout underwater concrete were deeper than normal concrete, but that an admixture using fly ash during antiwashout underwater concrete casting in air made it more watertight than normal concrete according to the water permeation testing. SEM observations of the specimens of fly ash antiwashout underwater concrete showed that it wasmore packed with structures because of the pozzolan reaction of the fly ash and cement.

국내외 공동주택용 창호의 기준 및 성능 조사 (The investigation into the standards and performances of domestic and foreign windows for an apartment house)

  • 송수빈;김영탁;염성곤;윤성환
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2008년도 춘계학술발표대회 논문집
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    • pp.330-335
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    • 2008
  • This research aims to investigate the standards and the performances of domestic and foreign windows for and apartment house and to present fundamental data for selecting the optimum window at the step of designing an apartment house. To compare the performances of domestic and foreign windows it is selected 5 major window companies in and 3 major window companies in Japan, and investigated window structure, material, type of opening and closing, window glass and the performances of windows for an apartment house-closing and opening force, repeated closing and opening, thermal resistance, sound transmission loss, air tightness, water tightness, wind resistance. The result of a comparative analysis show that the average thermal resistance of Korean window is higher than Japan's but the average sound transmission loss and water tightness of Korean window is lower than Japan's and the rest of the performances is similar.

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가공된 석탄재를 사용한 석탄재혼합시멘트의 모르터 특성 (The Mortar Properties of Portland Cements Blended with Modified Coal Ashes)

  • 홍원표;노재성;조헌영;정수영;김무한
    • 한국세라믹학회지
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    • 제27권7호
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    • pp.833-840
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    • 1990
  • For the development of multi-functional materials which has water reducing power, air entraining power and waterproofing power as well as blending additive in cement mortar the coal ash was modified with asphalt-stearic acid or asphalt-boiled oil mixtures by mechanical treatment. And the physical properties of cement mortar blended with modified coal ashes were compared with those of the water-tightness-cement mortar and the ordinary-portland-cement mortar added with AE.water reducing agent. The mortar of coalash-blend-cement modified with asphalt-stearic mixture was increased acid about 20% in initial strengths and decreased about 20% in water absorption ratio than those of ordinary coalash-blend-cement. The mortar of coalash-blend-cement modified with asphalt-bolied oil mixture was similar to the cement mortar added with AE.water reducing agent in water reduction ratio, air entraining conents and the initial strengths, also was similar to the water-tightness-cement mortar in water absorption and water permeability ratios.

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지하저장공동 주변 불연속 암반에서의 가스-물 천이유동해석을 위한 개별균열 유동모델의 개발 및 응용 (Development and Its Application of a Discrete Fracture Flow Model for the Analysis of Gas-Water Transient Flow in Fractured Rock Masses Around Storage Cavern)

  • 나승훈;성원모
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 가을 학술발표회 논문집
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    • pp.705-712
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    • 2000
  • The fluid generally flows through fractures in crystalline rocks where most of underground storage facilities are constructed because of their low hydraulic conductivities. The fractured rock is better to be conceptualized with a discrete fracture concept, rather continuum approach. In the aspect of fluid flow in underground, the simultaneous flow of groundwater and gas should be considered in the cases of generation and leakage of gas in nuclear waste disposal facilities, air sparging process and soil vapor extraction for eliminating contaminants in soil or rock pore, and pneumatic fracturing for the improvement of permeability of rock mass. For the purpose of appropriate analysis of groundwater-gas flow, this study presents an unsteady-state multi-phase FEM fracture network simulator. Numerical simulation has been also conducted to investigate the hydraulic head distribution and air tightness around Ulsan LPG storage cavern. The recorded hydraulic head at the observation well Y was -5 to -10 m. From the results obtained by the developed model, it shows that the discrete fracture model yielded hydraulic head of -10 m, whereas great discrepancy with the field data was observed in the case of equivalent continuum modeling. The air tightness of individual fractures around cavern was examined according to two different operating pressures and as a result, only several numbers of fractures neighboring the cavern did not satisfy the criteria of air tightness at 882 kPa of cavern pressure. In the meantime, when operating pressure is 710.5 kPa, the most areas did not satisfy air tightness criteria. Finally, in the case of gas leaking from cavern to the surrounding rocks, the resulted hydraulic head and flowing pattern was changed and, therefore, gas was leaked out from the cavern ceiling and groundwater was flowed into the cavern through the walls.

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지하유류비축공동(地下油類備蓄空洞)의 수밀성(水密性)에 관한 연구(硏究) (Water Tightness around Under-ground Oil Storage Cavern)

  • 정형식;선용;김운영
    • 대한토목학회논문집
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    • 제2권4호
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    • pp.33-38
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    • 1982
  • 지하류비축동굴의 성패는 지하수에 의하여 공동(空洞) 주위에 유지되는 수밀성(水密性)에 있다. 수밀성(水密性)이 보장되면 동굴에 저장된 유류의 gas가 유출되지 않으며 인접공동(空洞)이 비어 있을 시 이곳으로 이동하지 않는다. 본 연구에서는 전기상사모형실험(電氣相似模型實驗)을 통하여 동굴형태가 gas누출에 미치는 영향과 여러 가지 형태에서 유류이동을 방지하는 지하수위, 동굴내의 유류수준, 동굴간격 등이 검토되었다. 연구결과 동굴의 천정이 큰 곡율을 갖고 있으면 gas누출이 방지될 수 있음이 입증되었고 유류이동을 방지하는데 필요한 자연지하수위, 공동내의 유류수준 및 공동간격이 도표로 주어졌다.

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고성장 유기결정체의 성장 특성을 이용한 콘크리트 표층부의 수밀성 개선에 관한 연구 (An Experimental Study on Improving Water Tightness of Concrete Surface Applied High Growth Organic Crystalization Material)

  • 송제영;강효진;오상근
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.817-820
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    • 2004
  • Our country was much developments in change of construction environment along with fast economy development. But, various problems that must think in problem of safety and quality were appeared. Constructions which build through rapid economy development are getting many social criticisms to problem of crack and water leakage at use process. Is situation that huge repair expense to cure this is engaged. Safety problem of construction is indicated socially through various media mediums again.

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인공지반용 고수밀 기반 자기치유성 콘크리트의 내구특성에 관한 연구 (Studies on the Durable Characteristics of Self-Healing Concrete with High Water-Tightness for Artificial Ground)

  • 송태협;박지선;김병윤
    • 대한건축학회논문집:구조계
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    • 제35권9호
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    • pp.199-206
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    • 2019
  • Experimental study on the durability characteristics to examine the feasibility of concrete with high water-tightness and self-healing performance to minimize maintenance of concrete for artificial ground is as follows. 1) When blending agent, swelling agents, and curing accelerator were added on the ternary system cement with blast-furnace slag fine particles and fly ash to give a self-healing property, higher blending strengths by 82% at design standard strength of 24MPa and by 74% at design strength of 30MPa, respectively could be obtained. 2) The permeability test for the specimens having high water-tightness and no shrinkage showed that the permeability was reduced at maximum of 98%. However, the permeability was decreased as the design strength was increased, showing the reduction rate of 87% at the design strength of 50MPa. 3) The depth of carbonation of blast-furnace slag and fly ash was increased in all the specimens compared with those of OPC only. However, as the material age was increased, carbonation penetration depth was decreased compared with the reference blend. 4) Compared with the reference blending using only OPC, the freeze-thaw resistance was higher in the case of blending with 40% of blast-furnace slag and 10% of fly ash at the design standard strength of 50MPa. In addition, the freeze-thaw resistance in general was superior in the design standard strength of 50MPa with the lower water-binder ratio (W/B) as compared with the design standard strength of 24MPa and 30MPa with the high water-binder ratios.