• 제목/요약/키워드: controlled low-strength material

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지중송전관로 유동화 뒷채움재의 시공성 평가 (Evaluation of Construction Applicability for Slurry Backfill Materials of Underground Power Cable)

  • 김대홍;조화경;오기대;이대수
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.1068-1075
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    • 2006
  • Flow-able backfill is known as soil-cement slurry, void fill, and controlled low-strength material (CLSM). The benefits of CLSM include reduced equipment costs, faster construction, re-excavation in the future, and the ability to place material in confined spaces such as narrow parts nearly impossible for compaction or perimeter of underground power cables. A review of some recent full-scale tests carried out by KEPRI on slurry backfill materials for application in underground power cable was presented. Based on this research, applicability was assessed and compare to results of laboratory tests for improved slurry materials with optimal mixture contents.

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공동충전재로써 산업부산물을 복합적으로 활용한 슬러리계 되메움의 현장적용성 평가 (Evaluation of Field Applicability of Controlled Low Strength Materials as Cavity Filling Materials Various Industrial by Products)

  • 료효개;김동훈;임남기
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 가을 학술논문 발표대회
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    • pp.72-73
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    • 2021
  • In this study, the engineering characteristics of CLSM mixed with GBFS and GF were identified to review the applicability as a replacement material and further evaluate the recharge and field applicability as a joint filler material. First, Using more than 30% of GBFS to replace FA enabled bleeding control through improved fluidity. Second, When using more than 30% of FNS to replace sand, it was found that adding 0.25~0.35 of the AE agent is effective for bleeding control through improved fluidity. Third, When using more than 30% of both GBFS and FNS in combination, it was found that adding 0.3~0.35 of the AE agent is effective for bleeding control through improved fluidity. Also, it was confirmed that proper mixing of 15~60% of GF secured the effective strength and desired quality as a refiller and joint filler material.

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전기유변성 클러치의 동력전달 메커니즘 제1보: 동력전달 메커니즘의 해석적 전개 (Power Transmission Mechanism of Electrorheological Clutch Part I: Analytical development of power transmission mechanism)

  • 이규한;심현해;김창호;임윤철
    • Tribology and Lubricants
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    • 제13권2호
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    • pp.27-38
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    • 1997
  • ER clutch is a device using ER fluid, so called "intelligent material" and is a power transmission system controlled with electric field strength. This device responses very rapidly when controlled by rapid and continuous electrical signal and can form a servosystem. Wear, noise and vibration during operation is very low level. This study was undertaken to investigate substitutive possibilities of this ER clutch for existing power transmission mechanism. An analytic relationships using rheological model (so called, 'Bingham plastic model') of ER fluid were developed, and operation constraints and optimum design concepts were constructed. With this relationships, typical responses of ER clutch and effects of changing geometric, kinetic parameters of ER clutch and ER fluid properties were described. In conclusion, compared with existing mechanisms, an excellent performance of ER clutch was confirmed.confirmed.

A CONTROLLED CYCLIC LOADING ON THE SURFACE TREATED AND BONDED CERAMIC: STAIRCASE METHOD

  • Yi, Yang-Jin
    • 대한치과보철학회지
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    • 제46권3호
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    • pp.298-306
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    • 2008
  • STATEMENT OF PROBLEM: Effect of surface treatment of ceramic under loading does not appear to have been investigated. PURPOSE: The aim of this study was to investigate the effect of surface treatment of esthetic ceramic, which is performed to increase the bonding strength, on the fracture stress under controlled cyclic loading condition. MATERIAL AND METHODS: Sixty 1.0 mm-thick specimens were made from Mark II Vitablocs (Vita Zahnfabrik, Germany) and divided into 3 groups: polished (control), sandblasted, and etched. Specimens of each group were bonded to a dentin analog material base including micro-channels to facilitate the flow of water to the bonding interface. Bonded ceramics were cyclically loaded with a flat-end piston in the water (500,000 cycles, 15Hz). Following completion of cyclic loading, specimens were examined for subsurface crack formation and subsequent stress was determined and loaded to next specimen by the staircase method according to the crack existence. RESULTS: There were significant differences of mean fatigue limit in the sandblasted (222.86 ${\pm}$ 23.42 N) and etched group (222.86 ${\pm}$ 14.16 N) when compared to polished group (251.43 ${\pm}$ 10.6 N) (P<.05; Wald-type pair-wise comparison and post hoc Bonferroni test). Of cracked specimens, surface treated group showed longer crack propagation after 24 hours. All failures originated from the radial cracking without cone crack. Fracture resistance of this study was very low and comparable to failure load in the oral cavity. CONCLUSION: Well controlled cyclic loading could induce clinically relevant cracks and fracture resistance of Mark II ceramic was relatively low applicable only to anterior restorations. Surface treatment of inner surface of feldspathic porcelain in the matsicatory area could influence lifetime of restorations.

일축배향 기공채널과 향상된 압축강도를 갖는 다공질 알루미나/뮬라이트 층상 복합체 (Porous Alumina/Mullite Layered Composites with Unidirectional Pore Channels and Improved Compressive Strength)

  • 김규헌;김태림;김동현;윤석영;박홍채
    • 한국세라믹학회지
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    • 제51권1호
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    • pp.19-24
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    • 2014
  • Three-layer porous alumina-mullite composites with a symmetric gradient porosity are prepared using a controlled freeze/gel-casting method. In this work, tertiary-butyl alcohol (TBA) and coal fly ash with an appropriate addition of $Al_2O_3$ were used as the freezing vehicle and the starting material, respectively. When sintered at $1300-1500^{\circ}C$, unidirectional macro-pore channels aligned regularly along the growth direction of solid TBA were developed. Simultaneously, the pore channels were surrounded by less porous structured walls. A high degree of solid loading resulted in low porosity and a small pore size, leading to higher compressive strength. The sintered porous layered composite exhibited improved compressive strength with a slight decrease in its porosity. After sintering at $1500^{\circ}C$, the layered composite consisting of outer layers with a 50 wt% solid loading showed the highest compressive strength ($90.8{\pm}3.7MPa$) with porosity of approximately 26.4%.

굴착잔토를 재활용한 지중 전력케이블 유동성 뒤채움재의 열저항 특성 (Thermal Resistant Characteristics of Flowable Backfill Materials Using Surplus Soil for Underground Power Utilities)

  • 오기대;김대홍
    • 한국지반환경공학회 논문집
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    • 제11권10호
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    • pp.15-24
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    • 2010
  • 지중전력선은 연성관을 다발로 지하에 매설함으로 관의 하단부 다짐효율이 낮아 파손 등과 같은 구조적 문제점에 항상 노출되어 있고 이러한 문제점을 해결하기 위해서 다양한 방법들이 강구되어 왔으며 그중 하나가 유동성이 뛰어난 저강도 콘크리트의 개발이다. 그러나 지중전력선 뒤채움재는 이러한 구조적 안정성 뿐만 아니라 전력선에서 발생하는 열을 효율적으로 외부로 배출시키는 우수한 열적 특성도 동시에 요구된다. 따라서 본 연구에서는 급결성 유동성 뒤채움재의 물리, 역학적 조건에 따른 열 저항특성을 파악하고자 한다. 국내 토질조건을 고려하여 풍화토, 자갈, 점토를 혼합한 혼합토 총 17종류의 다양한 토양에 대해서 고화재를 적용하여 물리, 역학적 특성(함수비, 단위 중량, 간극비, 양생 시간)에 따른 열저항 특성을 파악하고, 현장의 적용성을 확인하고자 실증실험을 수행하였다. 연구결과, 실제 지반조건과 유사한 17종 혼합토에 대해서 수축팽창, 양생조건을 고려한 실내실험과 현장토에 대해서 실험을 수행한 결과, 다양한 현장조건에 대해서 $85^{\circ}C\;cm/W$ 이하 열 저항성 값으로 우수한 열특성을 나타냈다.

함수비에 따른 유동성 뒤채움재의 열저항 특성 (Thermal Resistant Characteristics of Accelerated Flowable Backfill Materials on Water Content)

  • 오기대;김대홍
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 추계 학술발표회
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    • pp.1258-1263
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    • 2010
  • Backfill material of buried electrical transmission cable should dissipate the heat as rapidly as it is generated, or high temperatures will lead thermal runaway. These problems could raise thermal resistance and recude trasmission efficiency. So Backfill material of buried electrical transmission cable should have not only structual safty but good thermal property. So, in this study, we performed thermal resistancy test for various materials such as sand, weathered soil, clay and mixed soil to analyze the thermal characteristics of CLSM(controlled low strength materials) for water content.

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CSA를 사용한 친환경 지반보수용 현장 기포콘크리트의 기초 특성 검토 (The Fundamental Properties of Foamed Concrete as the Eco-friendly Ground Repair System for Cast in Site Using the CSA)

  • 우양이;박근배;마영;송헌영
    • 자원리싸이클링
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    • 제29권1호
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    • pp.53-61
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    • 2020
  • 본 연구는 시멘트 대비 산업부산물을 90% 이상 대체한 친환경 결합재를 이용하여 저강도·고유동을 갖는 지반보수용 기포콘크리트 소재를 개발하기 위한 연구로서, 산업부산물을 다량 활용시 발생하는 기포콘크리트의 초기 침하율 및 체적변화를 개선하기 위하여 CSA(Calcium sulfo aluminate)를 소량 대체하여 기초특성을 평가하였다. 기포콘크리트용 친환경 결합재 대비 CSA의 대체율은 2.5, 5, 10%로, 굳지않은 특성, 경화특성, 공극구조 및 수화물을 분석하였다. 실험결과 친환경 결합재 사용시의 높은 침하깊이를 CSA 2.5% 사용만으로도 개선할 수 있었으며, 그로인해 경화 후에도 타설된 시험체의 상중하의 중량편차도 개선되었다. CSA 첨가에 따라 공극구조도 작고 균일한 사이즈의 독립기포 형성에 기여하였으며, 초기강도는 개선되었다. 그러나 CSA의 혼입률의 증가에 따라 장기강도는 감소하였으나, 5% 이하를 사용할 경우 목표강도를 만족하였다. 이로써 산업부산물을 다량 활용한 친환경 결합재에 CSA의 2.5% 첨가만으로도 목표성능의 저강도 고유동을 갖는 지반 보수용 기포콘크리트 제조가 가능한 것을 확인하였다.

알루미늄 판재의 전기저항가열 압출점접합공정에 있어서 핀의 높이가 접합강도에 미치는 영향에 관한 연구 (A Study on the Effect of Pin Height on Weld Strength in Extru-Rivet Spot Welding of Aluminum Plates)

  • 이성준;김태현;진인태
    • 소성∙가공
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    • 제23권5호
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    • pp.282-288
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    • 2014
  • It is difficult to control welding variables during spot welding of non-ferrous metals like aluminum because of the low electrical resistance of the material. It has been suggested that a solid state welding process such as friction stir spot welding or extru-spot welding can be used to spot weld aluminum plates. In the extru-spot welding, there is a need to increase the weld strength by improving the shape of the welding die. The current study shows that the weld strength for an extru-spot welding can be increased by using a pin placed on the inside of the upper electrode in the welding die. In the current study, the deformed shape of the insert rivet and the stress distribution in the welding zone were analyzed by simulation. Extru-rivet spot welding experiments were performed by changing the height of pin on the inside of the upper electrode. From the experimental result, it is shown that the weld strength for an extru-rivet spot welding can be increased by adjusting the height of the pin. The optimal shape of the deformed rivet after the extru-rivet spot welding can be observed from the simulation results. The deformed shape of the insert rivet can also be controlled by the height of pin.

터널 배면공동 뒤채움재 개발과 노후터널의 적용에 관한 연구 (A study on development of the high-flowable filling material and application in the old tunnel)

  • 마상준;서경원;배규진;안상철;임경하
    • 한국터널지하공간학회 논문집
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    • 제4권3호
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    • pp.195-205
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    • 2002
  • 터널에서의 배면공동은 설계 시공 유지관리중 다양한 원인들이 복합적으로 작용하여 발생하게 된다. 특히, 터널 천단부 라이닝 부분에는 콘크리트 타설후 재료분리 등으로 인해 터널 천단부에 배면공동이 발생이 되는데, 이러한 터널 배면공동은 라이닝 균열, 누수 등과 밀접한 연관이 있는 것으로 밝혀지고 있다. 본 연구는 석산에서 발생되는 석분을 이용하여 터널 배면공동 및 지하공동의 충전용 모르타르를 개발하고 이를 노후터널에 적용함으로서 개발재료의 현장적용성 등에 대한 시험을 수행하였다.

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