• Title/Summary/Keyword: umbrella design

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A Case Study of Analysis and Design for the Tunnel Stablization in Fault Zone by FRP Reinforced Grouting Method (FRP보강 그라우팅에 의한 단층대의 터널 안정성 분석 및 설계 사례 연구)

  • 박종호;최용기;박영목;권오엽;이재봉
    • Proceedings of the Korean Geotechical Society Conference
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    • 2001.03a
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    • pp.121-128
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    • 2001
  • This is a case study of stability analysis and reinforcement design for the tunnel where the collapse of the entrance slops occured along the fault zone developed in the bed rock. According to the site investigation, the main factor of sliding is the influence of fault gouge and heavy rainfall. Considering the in-situ condition, the versatile reinforcement methods is needed, and so the close investigation on the site area was accompanied with the stability analysis of tunnel and slops. The FRP(Fiberglass reinforced plastic) grouting method improved the defect of Steel Umbrella Arch Method, such as oxidation, low work efficiency, the material's heavy weight, is adapted as the reinforcement methods.

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A Study on Efficient Design Technique of RPUM Steel Pipes (RPUM 강관의 효율적인 설계기법에 관한 연구)

  • Kim, Jung-Su;Park, Tae-Soon
    • Proceedings of the KSR Conference
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    • 2006.11b
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    • pp.1354-1363
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    • 2006
  • Until now, NATM(New Austrian Tunneling Method) has been increasingly developed based on concept of making use of ground as support. Also, NATM in its essence is a method of risk based on monitoring behaviour of tunnel. This Monitoring is irreplaceable for the quality construction of tunnel, and safety of tunnel itself. Pre-reinforcement ahead of a tunnel face using long steel pipes in NATM, known as the RPUM(Reinforced Protective Umbrella Method), is the auxiliary method to sustain the stability of a tunnel face and reduce the ground settlements. Since design of RPUM has been dependent on the empirical design, it is necessary to develop the improved design methods. In this study, to understand behaviour of steel pipes, it is monitored displacement of tunnel crown, axial force of rock bolt, displacement and axial stress of steel pipes. Also, in order to clarify the mechanical behaviour and RPUM effects, 3-Dimensional numerical analysis is performed that various cases of different parameter combinations including original length and repeated length of steel pipes, installation width and angle, repeated length of steel. In the results of comparison monitoring with analysis, it is suggested more economical and efficient design technique than empirical design methods.

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A study of mixing ratio of seal material for umbrella arch reinforcement for tunnelling (터널 강관 보강형 다단 그라우팅의 Seal재 배합비에 대한 연구)

  • Hwang, Beoung-Hyeon;Kim, Yeon-Deok;Sim, Jae-Hoon;Kim, Sang-Hwan
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.22 no.4
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    • pp.367-381
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    • 2020
  • This paper presents the seal material mixing ratio of tunnel umbrella arch reinforcement method. Currently, there is no clear standard for the proper gelation time and curing time of the Seal material in Korea, and the quality control is also difficult because it cannot be verified. In response, the ratio of the mixture of the seal material was composed of four types of indoor experiments, and the amount of gelation time and bleed was checked. In addition, a non-cart penetration test confirmed the curing time and compared the ratio of each combination. Further experiments on W/C 120% identified the effect of mixing speed and time on the seal material. A total of three field experiments were conducted based on indoor experiments, and the size and strength of bulb formation were compared by checking the curing time of the specimen and main injection. Comparisons show that the lower W/C, the stronger the strength, the larger the size of the bulb, and the faster the hardening time appears. Based on the results of the gelation time and curing time, it was deemed that the mixing ratio of W/C 120% is most appropriate when applied to the actual site.

A study on the field tests and development of quantitative two-dimensional numerical analysis method for evaluation of effects of umbrella arch method (UAM 효과 평가를 위한 현장실험 및 정량적 2차원 수치해석기법 개발에 관한 연구)

  • Kim, Dae-Young;Lee, Hong-Sung;Chun, Byung-Sik;Jung, Jong-Ju
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.11 no.1
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    • pp.57-70
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    • 2009
  • Considerable advance has been made on research on effect of steel pipe Umbrella Arch Method (UAM) and mechanical reinforcement mechanism through numerical analyses and experiments. Due to long analysis time of three-dimensional analysis and its complexity, un-quantitative two-dimensional analysis is dominantly used in the design and application, where equivalent material properties of UAM reinforced area and ground are used, For this reason, development of reasonable, theoretical, quantitative and easy to use design and analysis method is required. In this study, both field UAM tests and laboratory tests were performed in the residual soil to highly weathered rock; field tests to observe the range of reinforcement, and laboratory tests to investigate the change of material properties between prior to and after UAM reinforcement. It has been observed that the increase in material property of neighboring ground is negligible, and that only stiffness of steel pipe and cement column formed inside the steel pipe and the gap between steel pipe and borehole contributes to ground reinforcement. Based on these results and concept of Convergence Confinement Method (CCM), two dimensional axisymmetric analyses have been performed to obtain the longitudinal displacement profile (LDP) corresponding to arching effect of tunnel face, UAM effect and effect of supports. In addition, modified load distribution method in two dimensional plane-strain analysis has been suggested, in which effect of UAM is transformed to internal pressure and modified load distribution ratios are suggested. Comparison between the modified method and conventional method shows that larger displacement occur in the conventional method than that in the modified method although it may be different depending on ground condition, depth and size of tunnel, types of steel pipe and initial stress state. Consequently, it can be concluded that the effect of UAM as a beam in a longitudinal direction is not considered properly in the conventional method.

A Study on the Design of Footwear Cabinet according to the Size of Apartment (아파트 평형별 신발장의 내부구성에 관한 연구)

  • 오혜경
    • Archives of design research
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    • v.12 no.1
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    • pp.5-12
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    • 1999
  • The purpose of this study were to investigate the actual conditions and to design the desirable footwear cabinet according to the size of apartment. A survey research had been made on the actual size and general contents in the cabinet, satisfaction level of apartment from 20-pyung to 60-pyung. The core of this study was the introduction of modular concept for footwear storage. Basically, module was developed according to the length, breadth, and height of footwear. And cabinet units were designed for the various contents(shoes, boots, umbrella, sporting goods, vacuum cleaner, etc.)in it. Various cabinet units could be chosen according to the number of family and size of entrance hall. As a result, typical selection of units were demonstrated for different size of apartment of apartment on entrance hall.

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Design and Construction Case of Urban Tunnel in Alluvial Soil (충적토사지반에서의 도심터널 설계 및 시공)

  • Chang, Seok-Bue;Huh, Do-Hak;Moon, Sang-Jo;Kim, Do-Su
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.09a
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    • pp.829-834
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    • 2009
  • Alluvial soil is one of the most difficult grounds for tunneling works due to the insufficient ground strength and excessive ground water inflow. Dduk island in Seoul has a wide alluvium developed by two rivers, Han and Jung-Ryang. Subway tunnel of $\bigcirc\bigcirc$ line planed across Dduk island has highly poor ground conditions due to small cover and deeply developed alluvium. Moreover, much part of this tunnel is located parallel to the bridge foundations of another railway with a small horizontal distance. Original design was done in 2002 and construction has been in progress. During the construction, tunnel design has been partly changed and adjusted for the complex ground condition and the demand from related organizations. This paper intend to introduce the urban tunnel design and construction in alluvial soils. This line could be divided three sections(A, B, C) according to ground and adjacent conditions. Section A is featured by mixed tunnel faces consisted with alluvial soils and weathered or weak rocks. The feature of section B is that tunnel underpasses near the bridge foundations of another subway. Lastly, section C with a very short length is the most difficult construction conditions due to the small cover, poor ground, obstacles on and underneath ground surface.

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Development of the Cultural Product Design Contents for High Value Added Strategy of Temple Stay as National Brand Project - Based on cloud-shaped gong among the Bulgeonsamul - (국가 브랜드 사업으로서 템플스테이 고부가가치 전략을 위한 문화상품 디자인콘텐츠 개발 - 불전사물 중 운판을 중심으로 -)

  • Kim, Sun Young
    • Journal of the Korean Society of Costume
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    • v.63 no.4
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    • pp.30-43
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    • 2013
  • This study provides suggestions of cultural product design contents by using the cloud-shaped gong in traditional temple culture in order to find a high value-added approach. The research herein is part of cultural design contents projects embedded with the spiritual value and symbolic connotation of temple culture. This would be meaningful to enhance its degree of utilization. This can also be a way to find a strategic alternative to a high value addition of temple stay and dissemination of temple culture. For the research methodology, literature was reviewed over temple stay and Bulgeonsamul. For motive design and development of cultural product design, both Adobe Illustrator CS3 and Adobe Photoshop CS3 were used as computer design program. The template image of cloud-shaped gong for basic motive design was selected from those available at the domestic temples for accurate depiction of its head and body. Finally, samples were adopted from those temples of Gounsa, Songgwangsa, Guinsa, Hwaeomsa, and Naesosa. For each motive, different colors were applied and ten basic motives were practiced in total. By repeating the process for these motives, three types of textile design were prepared. T-shirt designs used a round neckline as basic form, and it was designed for sleeved and sleeveless styles. Apron designs stressed V-neckline and two types were processed: one for the back seam line and the other for side seam line. Pendants were designed with modern and luxurious image so that so that it could be used in various types of accessories. Designs for the bedding applied pattern design of the motives and this was done in a way that gave the images a sense of stability and splendor.

Pharmaceutical Companies to Enhance Brand Identity and Package Design for the Improvement (브랜드 아이덴티티 강화를 위한 제약회사 패키지디자인 개선방안 모색)

  • Jin, Jung-Oh;Baek, Kyung-Duck
    • Proceedings of the KAIS Fall Conference
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    • 2011.05b
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    • pp.996-999
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    • 2011
  • 패키지디자인은 상품이 다양화 되고 선택의 기회와 폭이 넓어지면서 소비자는 감성적 가치에 치중하게 되었다. 본 연구는 건강식품브랜드 패키지디자인 개발을 통하여 제약회사 패키지 개발의 특수성과 제작에 있어서 개선방안을 모색하고자 하였다. 연구대상인 제약회사 패키지 디자인은 첫째, 엄브렐러 브랜드(umbrella brand) 정책을 실시하고 있었다. 둘째, 보령 수앤수(보령 건강식품브랜드)의 브랜드 아이덴티티 부재이다. 셋째, 패키지 디자인에있어 규제가 많아서 시각적으로 보기 좋은 패키지 디자인을 하기 어려운 부분이 있다. 제약회사는 규모와 투자여력에 비하여 패키지 디자인에 투자하지 않는 영세성의 문제점을 가지고 있다. 국제적인 제약회사가 패키지 디자인에 강력한 시각적 아이덴티티 정책을 실시하고 있음을 양지하고 이를 개선하는 방안을 모색해야 한다.

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A Study on the Internal Structure of Heumgyeonggaknu

  • Kim, Sang Hyuk;Lee, Yong Sam;Lee, Min Soo;Ham, Sun Young
    • Journal of Astronomy and Space Sciences
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    • v.30 no.2
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    • pp.113-121
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    • 2013
  • Heumgyeonggaknu is a water-hammering type automatic water clock which was made by Jang Yeong-Sil in 1438. The water clock that is located in Heumgyeonggaknu consists of Suho which is equipped with 2-stage overflow. Constant water wheel power is generated by supplying a fixed amount of water of Suho to Sususang, and this power is transferred to each floor at the same time. The 1st floor rotation wheel of Gasan consists of the operation structure which has the shape of umbrella ribs. The 2nd floor rotation wheel is made so that the 12 hour signal, Gyeong-Jeom signal, and Jujeon constitute a systematic configuration. The 3rd floor rotation wheel is made so that the signal and rotation of Ongnyeo and four gods can be accomplished. Based on the above conceptual design, this paper analyzed the internal signal generation and power transmission of Heumgyeonggaknu.

Molecular Dynamics Simulation Studies of the Effects of the Protonation State of Chitosan in Interactions with Bacterial Membranes (키토산의 양성자화가 세균막과의 상호작용에 미치는 효과 연구)

  • Truong, Gia Khuong;Yi, Myunggi
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.49 no.6
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    • pp.815-822
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    • 2016
  • The cationic biopolymer chitosan has several applications in medicine. Chitosan is the deacetylated derivative of chitin, the second most abundant naturally occurring polymer. Recent studies have investigated the relationship between chitosan and antibacterial activity. However, the molecular interactions and mechanisms have not been detailed. This study used molecular dynamics simulations to study interactions between chitosan and anionic bacterial membranes (POPE-POPG) and electrically neutral non-bacterial membranes (POPC). We calculated the free energy using umbrella sampling to compare the interactions between membranes and chitosan in different protonation states. Fully protonated chitosan interacted most strongly with the bacterial membranes, but weakly with non-bacterial membranes. These results suggest that electrostatic interactions are the main mechanism of the antibacterial activity of chitosan, and they provide insights into the design of novel antibacterial and antimicrobial agents.