• The Journal of Engineering Geology
• /
• v.13 no.4
• /
• pp.491-496
• /
• 2003

본 기술은 암반사면 보강공법에서 철근보강재인 네일(Nail)에 원추형콘(철근 규격에 따라 기울기 $19~23^{\circ}$, 높이 40~45mm, 아랫변 65~70mm)을 일정한 간격으로 다수 장착하여 그라우트재와 원 지반까지 방사입체형으로 힘을 미치게 하는 암반사면 보강공법이다. 본 신기술 공법은 네일링 공사 시 원추형 콘을 장착, 삽입함으로서 부착력과 인발력을 증가시켜 비탈면 보강공사 시에 안전성을 높인 공법이다. 따라서 네일링공법을 사면붕괴 방지공사에 적극 활용할 수 있으므로 네일링 공법의 사용을 활성화 하며, 지진이나 지반변형 등 외력에 의한 사면붕괴를 사전에 방지할 수 있어 사면재해를 미연에 방지하는 효과가 있다. 또한 현재가지 네일링공법은 인발톤수가 적고 네일에 대한 신빙성 결여로 아주 적은 인발톤수를 필요로 하는 현장이외에는 사용을 기피하는 일이 많았다. 그러나 본 원추형 콘네일 공법은 어스앙카, 록앵커, 보강토공법, 지지말뚝공법, 옹벽 등에 대한 대체공법으로 이용할 수 있는 여건이 충족됨으로 사면보강재로서의 사용 확산이 기대된다.

• Journal of Korean Association for Spatial Structures
• /
• v.12 no.2
• /
• pp.13-17
• /
• 2012

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.22 no.2
• /
• pp.141-147
• /
• 2018

In this study, a cyclic loading test was carried out for a reinforced concrete frame installed a TS(tension-spring) damper for the purpose of verifying the seismic strengthening effect of the TS seismic reinforcing method. The test specimens are four specimens of non - reinforced frame and three reinforced frame specimens. Experimental parameters are Shape of damper and construction method of damper. As a result, the construction method of inserting type inside window was twice as much in terms of strength and stiffness, and the method of externally attached type showed a performance improvement of about 2 times in terms of energy dissipation. From these results, it can be confirmed that the TS seismic reinforcing method is a superior method for field application and seismic strengthening.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.12 no.6
• /
• pp.407-416
• /
• 2010

A new tunnel auxiliary method is proposed in this paper which utilizes the concept of cavity expansion for tuunel reinforcement by forming an umbrella arch on the roof of tunnel. When an inflatable pipe is inserted and expanded by pressure in the bore hole of umbrella arch, the ground around the bore hole can be compacted so that the stress condition above the tunnel perimeter is favorably changed. In order to verify the reinforcement effect of new concept, pilot-scale chamber test, trapdoor test and numerical analysis were performed and compared. In pilot-scale chamber test, three types of inflatable pipes are tested to verify the capability of expansion, and the results arc compared with analytical results obtained by applying cavity expansion theory and with results obtained from finite clement analysis, and the experimental results showed agreeable matches with analytical and numerical ones. Numerical analysis of a tunnel and trapdoor test applied with the inflatable pipes are also performed to figure out the reinforcement effect of the proposed techniques, and the results implied that the new method with 3 directional inflatable pipe (no pressure to downward direction) can contribute to reduce tunnel convergence and face settlement.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• v.y2004m10
• /
• pp.1-6
• /
• 2004

We ensure a flat and regular basic surface by using part of joint waterproofing improved sheet method applying the upper slab of a concrete structure. We solve the problem of getting loose scale the general sheet by waterproofing of the sheet and improving adhesive strength of the basic concrete. Also, waterproofing sheet union to problem of joint have solved using of insertion type method so that, it improved a watertightness. It has improved in resist impact, resist abrasion and it is the effect of shortened construction period and cutting down on construction expenses. Here are the special quality and superiority of this waterproofing research. (1) Level material has the super adhesive strength so that it makes the basic surface without the gab of waterproofing sheet and waterproofing layer with the string adhesive strength. (2) We unite the sheet with the joining part between sheets by waterproofing sheet joint using of method. (3) There is the effect of shortened construction period and cutting down on construction expenses without waterproofing of protection.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2000.10a
• /
• pp.828-835
• /
• 2000

In recent years, RC structures need reinforcement due to physical and chemical deterioration, reduction of serviceability and structural capacity. For reinforcement of RC structures, steel plate attachment, area increase and composite fiber sheet attachment methods are used, but there are some problems like weight increase, workability, quality control and fire resistance capacity. This study presents the effectiveness of flexural reinforcement of RC beams using composite rods that are inserted in high strength special purposed polymer mortar.

• Proceedings of the Korean Society of Propulsion Engineers Conference
• /
• 2017.05a
• /
• pp.1045-1047
• /
• 2017

In this study, we focused on development of the all-in-one case insulation for end-burning solid rocket motors. Material of insulation used unvulcanized rubber based on EPDM/kevlar. In case of boots insulation, preforms was made by using hot press molding, and then the tape was inserted between two preforms for all-in-one curing in the case. Finally bladder method was applied for curing of insulation.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2013.02a
• /
• pp.595-595
• /
• 2013

본 연구에서는 brush painting공법을 이용하여 인쇄형 유기태양전지에 적용이 가능한 ITO nanoparticle/Ag nanowire/ITO nanoparticle (Nano IAI) 다층 하이브리드 투명 전극의 전기적, 광학적, 구조적 특성을 연구하였다. 평균 25 nm 사이즈의 ITO 나노 입자로 구성된 ITO 나노 잉크와 직경 20~25 nm의 Ag nanowire 잉크를 기반으로 Brush painting 기술을 적용해 상온, 상압에서 낮은 면저항과 높은 투과도를 가지는 Nano IAI 하이브리드 투명 전극을 제작하였다. Nano IAI 투명 전극 제작 시 일정한 두께에서 Ag nanowire 코팅을 위한 brush painting 횟수를 변수로 하여 최적화 공정을 진행하였으며, Ag nanowire가 2번 brush painting 된 Nano IAI 다층 하이브리드 투명전극은 $3.4{\times}10^{-3}$ ohm-cm의 비저항과 52.33 ohm/square의 낮은 면저항을 나타내었다. 이를 통해 효과적으로Ag nanowire를 ITO nanoparticle 사이에 삽입할 경우, 고온의 열처리 공정을 통하지 않고 낮은 면저항을 가지는 인쇄형 투명 전극을 구현할 수 있음을 확인할 수 있었다. 특히 Nano IAI 다층 하이브리드 전극은 83.83%의 높은 투과도를 나타내는데 이는 삽입된 Ag Nanowire의 폭과 길이가 나노 사이즈이기 때문에 입사되는 빛이 흡수되기보다 대부분 투과하기 때문으로 사료된다. 또한, XRD 분석과 HRTEM 분석을 통해 Nano IAI 다층 하이브리드 투명전극의 전도 메커니즘을 설명하였다. 이와 같은 우수한 전기적, 광학적 특성은 brush painting 기법으로 제작된 Nano IAI 다층 하이브리드 투명 전극의 인쇄형 유기태양전지 적용 가능성을 나타낸다.

• The Journal of Engineering Geology
• /
• v.17 no.4
• /
• pp.525-534
• /
• 2007

The peculiarity of end-expanded soil nailing method(EESNM) is in fixing the wedge-type steel body spreaded by collars and grouting its surroundings by cement milk within soils, after extending hole bottom over drilling hole diameter with top drill bit. The present study was done to establish the effect of this method. Laboratory model test were carried out to investigate the behavior characteristics with the performance of the pull-out test and failure experiment, after preparing soil test box having 1,300mm length, width 1,000mm, and height 1,100mm, and the same experimental condition was set up to compare with the general soil nailing method(GSNM). The pull-out force of about 23 percentage was increased, and the horizontal displacements 1.2 from 9.1 percentage in soil-nailed wall decreased in EESNM compare with GSNM. The axial force acting on nail increased considerably at load level over 7 ton in EESNM and 5 ton in GSNM. The predicted failure line from the maxima analyzed by axial tensile strain located at long distance from soil-nailed wall in EESNM. The EESNM demonstrated the superiority of reinforcement effect in comparison with GSNM from the results above mentioned.

• Proceedings of the KIEE Conference
• /
• 2006.07c
• /
• pp.1564-1565
• /
• 2006

현재 전세계적으로 170kV급 이하의 초고압 지중케이블 접속함으로 기존의 현장몰드방식의 TMJ(Tape Molded Joint)와 부품조립방식의 PJ(Prefabricated Joint)보다 조립시간이 짧고 작업자의 숙련도가 높지 않아 경제적이며, 유지보수에 장점을 가진 고무몰드 접속함(PMJ)이 채용되고 있으며, 이러한 추세는 적용 전압급이 점차 상승하면서 230kV급까지 그 비중이 늘어나고 있는 경향을 보이고 있다. 당사에서는 이러한 추세에 발맞추어 154kV급 고무몰드접속함의 개발 당시의 Silicone의 기초물성시험 DATA 획득, 고무몰드 UNIT 및 금형 설계 기술 확립과 접속 공법 개발의 경험을 바탕으로 230kV급 고무몰드접속함의 개발에 성공하였다.