• Title/Summary/Keyword: 분절제작

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Study on the Shape of a Longitudinal Joint of the Slab-type Precast Modular Bridges (슬래브 형식 프리캐스트 모듈러교량의 종방향 연결부 형상 결정에 관한 연구)

  • Lee, Sang Yoon;Song, Jae Joon;Kim, Hyeong Yeol;Lee, Young Ho;Lee, Jung Mi
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.5
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    • pp.98-111
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    • 2012
  • In this study, a longitudinal joint connection was proposed for the short-span slab-type precast modular bridges with rapid construction. The slab-type modular bridge consists of a number of precast slab modules and has the joint connection between the modules in the longitudinal direction of the bridge. The finite element based parameter analysis and the push-out test were conducted to design the shape and the dimensions of the longitudinal joint connection. Number of shear keys within the joint, height and depth of the shear key, tooth angle, and the spacing were considered as the design parameters. Using the local cracking load obtained from the analytical and experimental results, an efficiency factor was proposed to evaluate the effectiveness of the longitudinal joint connection. The dimensions of shear key were determined by comparing the efficiency factors.

Seismic Performance of Prefabricated Piers for Urban MAGLEV (자기부상열차용 급속시공교각의 내진성능)

  • Lee, Jung-Woo;Chin, Won-Jong;Joh, Chang-Bin;Kwark, Jong-Won
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.69-70
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    • 2009
  • This paper investigates the seismic behavior of prefabricated piers which are made by onsite connection of precast composite column segments to accelerate bridge construction. Quasi-static cyclic loading tests on the piers show better overall seismic capacity compared to RC piers with seismic details..

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A Study of Theory and Form of Storytelling User Interface - Establishing Theory by Study of the Game Interface - (스토리텔링 유저인터페이스의 이론과 형태연구 - 게임인터페이스 연구를 통한 이론 정립 -)

  • Lee, Dae-Young;Sung, Jung-Hawn
    • Journal of Korea Game Society
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    • v.8 no.3
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    • pp.43-50
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    • 2008
  • UI design is growing in meaning and form itself through the development of hardware and contents. And it makes users accept its interface as a extension of the body and mind because of the substantial rapport of the user and contents with developing of device and graphic. In this study, we analyzed user interface in a view of digital storytelling by observing of its role within user and contents. Not only this, classifying and investigating story elements in the games for forming the theoretical basis of storytelling UI are enforced. For the case study of UI, we choose the game, Diablo, Half-Life, and Homeworld because the game is suitable for the application of node-type storytelling and effectively uses graphic and input unit. This analysis explains the interface has the contents data that divided or shared and it means the interface performs its part of story nodes, which are extracted from the story, and choice. And we analogized that the story elemental can be substituted and used practically for interface because the stories made through the thing that users and developers are in the space of coexistence by the interface. Storytelling UI will be a good way to make a most intriguing piece as a joyful spontaneous complex that use story node. It is worth by reason of making by user and discovering live inner story so that it can approach to the substance of the story.

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Seismic Performance of Prefabricated Composite Column for Accelerated Bridge Construction (급속시공을 위한 조립식 합성교각의 내진성능 평가)

  • Lee, Jung-Woo;Chin, Won-Jong;Joh, Chang-Bin;Kwark, Jong-Won
    • Journal of the Korean Society for Railway
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    • v.13 no.4
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    • pp.425-430
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    • 2010
  • This paper investigates the seismic behavior of a prefabricated composite column which is made by onsite connection of precast composite column segments to accelerate bridge construction. Quasi-static cyclic loading tests were performed on three prefabricated composite columns with different connection details to find their seismic capacity. Test results show that the onsite connections remains in elastic range and no slip is observed as designed in spite of plastic hinge formation at the column. The test results also indicate that the prefabricated composite column has better overall seismic capacity compared to a conventional reinforced concrete column with seismic details.

The Keyword-based Learning Effect of the discipline of Mathematics Education for Pre-service Mathematics Teachers (예비 수학교사의 수학교육학 키워드 중심 학습 효과)

  • Kim, Changil;Jeon, Young Ju
    • Journal of the Korean School Mathematics Society
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    • v.17 no.4
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    • pp.493-506
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    • 2014
  • This study is to seek access to a way of learning of the discipline of mathematics education, one of several knowledge is required to pre-service mathematics teachers. First, by selecting the key topics and researchers in mathematics education learning materials were produced by the relevant classification information by keyword. This applies to pre-service teachers in the curriculum, and looked to clarify the theoretically connectivity among the researchers and concepts and principles of the discipline of mathematics education. And as a result, investigate whether there is any effect to the pre-service teacher education.

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Static Load Tests on Flexural Strength and Crack Serviceability of a Longitudinal Joint for the Slab-Type Precast Modular Bridges (슬래브 형식 프리캐스트 모듈러교량 종방향 연결부의 휨강도 및 균열 사용성에 관한 정적재하실험)

  • Lee, Jung-Mi;Lee, Sang-Yoon;Song, Jae-Joon;Park, Kyung-Hoon
    • Journal of the Korea Concrete Institute
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    • v.27 no.2
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    • pp.137-145
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    • 2015
  • The slab-type precast modular bridge consists of the precast slab bridge modules which are connected in the transverse direction. The longitudinal joints between the precast slab bridge modules are filled with cast-in-place mortar. The construction of the slab-type precast modular bridge is completed by applying the prestressing force on the longitudinal joints. In this study, 4-points bending tests and 3-points bending tests were conducted to examine the effects of the prestressing force and the shape of joint on the flexural strength and crack serviceability of longitudinal joint. The results of 4-points bending tests showed that the flexural strength is affected by the prestressing force but not by the shape of join. From the results of 3-points bending tests by which the bending moment and the shear force are simultaneously applied on the joints of the specimens, it is observed that the shape of joint affects on the flexural strength and the crack behavior. The results of two types of bending tests confirmed that the prestressing force according to the design code is appropriate and the joint with two shear keys gives the better performances against the crack of joint.

Automation of Construction Management System for Bridge Construction Site (교량 건설현장의 시공관리 자동화 기술 연구)

  • Lee, Kee Sei;Choi, Jun Ho;Jiang, Meiling;Kang, Young Jong
    • 한국방재학회:학술대회논문집
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    • 2011.02a
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    • pp.164-164
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    • 2011
  • 최근들어 교량 건설 프로젝트는 그 규모가 방대해 졌을 뿐만아니라, 건설에 사용되는 장비 및 자재, 인력의 종류 또한 다양해 지고 있다. 이에 따라 종래 구조적 안전만을 추구하던 건설현장은 이러한 제반 요소들을 효율적으로 관리하여 경제성뿐만 아니라 시공의 효율성 까지 고려할 수밖에 없게 되었다. 따라서 건설 현장의 진도 및 자재, 인력관리는 현대 건설 산업의 주요 과제라 할 수 있다. 이에 따라 본 연구에서는 현장의 시공정보를 무선으로 송신할 수 있는 단말기 및 RFID를 이용하여 종래에 시행되던 작업을 자동화함으로써 작업의 편리성을 도모하고 이를 통하여 시간과 인력의 낭비를 줄일 수 있는 시공관리 시스템에 대한 모듈을 제안 하였다. 제안된 시스템은 3D모델을 기반으로 하여 진도 및 공비를 한눈에 알아볼 수 있는 방안을 제시한다. 사용자는 현재 진행되고 있는 공정을 3차원 모델에서 확인할 수 있으며, 현재까지 사용된 비용 및 공정률을 손쉽게 확인할 수 있다. 3D모델은 공사 시작 전 공정에 맞추어 분절된 형태로 제작되어 현장에서 송신한 위치정보가 통합관리 시스템에서 수신되면 해당 새그가 화면에 나타나게 된다. 3D모델은 공정시각화의 역할을 할 뿐만 아니라 각 새그에는 사용된 자재의 종류나 수량등이 DB화 되어 있어, 실시간으로 공사에 사용된 물량을 산출 할수 있도록 한다. 시공정보의 수신은 각 자재에 부착한 RFID태그를 직접 읽어서 송신하거나, 작업자가 시공상황을 단말기를 통하여 직점 송신함으로써 이루어지게 된다. 수집된 시공정보는 3D모델과 연계됨과 동시에 통합관리 시스템에 내장된 DB와 연결되어 사용 자재 및 물량에 대한 비용산출에 중요한 역할을 하게 된다. 현재 우리나라의 교량 시공 현장에서는 기성청구시 내역서를 기준으로 비용을 산정하게 되는데, 시공관리 통합 프로그램에서는 각 공정이 DB화된 내역서와 연계되어 3D모델에서 얻어진 물량으로 공비를 산출하는 과정이 자동으로 이루어지게 된다. 이러한 과정은 단일 현장뿐만 아니라, 공구 내의 여러 교량 현장에 대하여도 적용이 가능하므로, 방대한 현장의 공사관리에 소요되던 시간과 노력을 절감 할 수 있다. 본 연구를 통하여 현장에서 이루어지는 공사관리 작업에 대해 IT기술을 접목하여 자동화 할 수 있는 방법에 대한 알고리즘을 제시하였다. 이는 모바일 오피스 및 단말기를 이용하여 현 공정까지 사용된 물량, 인력, 장비 정보를 관리하는 한편, 현재까지 진행된 공사 내용을 3D모델을 통하여 한눈에 알아볼수 있는 교량 건설현장 통합관리 시스템의 모듈을 제공한다. 이에따라 공무 작업에 소모되는 인력 및 시간을 크게 절약 할 수 있을 것이라 판단된다.

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Surgical-Orthodontic Correction of Adult Bimaxillary Protrusion - Report of 2 cases - (성인의 상하악 치조 전돌증의 교정 - 외과적 악교정 2례 -)

  • Lee, Hee-Kyeung;Jin, Byung-Rho;Kim, Jong-Won;Lee, Jeung-Mee;Do, Kee-Yong;Park, Hui-Dae
    • Journal of Yeungnam Medical Science
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    • v.5 no.1
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    • pp.127-133
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    • 1988
  • Two patients, sought treatment for chief complaints of protruding frontal tooth and desired treatment to reduce the prominance of lips, were diagnosed as bimaxillary protrusion via clinical and cephalometric analysis. The authors corrected them by combined surgical and orthodonic treatment. As pre-surgical survey, paper and cast surgery were performed and wafer and resin sprint were constructed. We performed anterior maxillary and mandibular osteotomies in first premolar site to retract the maxillary and mandibular dentoalveolar segment in order to ; 1) decrease prominance of upper and lower lips. 2) create proper lower incisor intrusion. By use of intrtamaxillary fixation, prompt oral intake was possible. We made good result of esthetic improvement and there was no evidence of relapse and any complication.

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Effects of Wearing Spandex Pants on Impact Forces and Muscle Activities during Drop Landing (드롭 착지 동작 시 탄성 섬유 바지 착용이 충격력과 근육 활동에 미치는 영향)

  • Chae, Woen-Sik;Kang, Nyeon-Ju
    • Korean Journal of Applied Biomechanics
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    • v.19 no.3
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    • pp.603-610
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    • 2009
  • The purpose of this study was to determine how spandex pants affect impact force and muscle activities in the lower extremity. Seven pairs of surface electrodes were attached to the right-hand side of the body. Paired t-test was performed to test if significant difference exist between two conditions(p< .05). The average IEMG activities in the TA, BF, and GM during the landing phase reduced significantly with spandex pants compared to regular pants. All peak IEMG activities except the RF in wearing spandex pants group were significantly greater than the corresponding values in wearing regular pants one. The greater muscle activity recorded in wearing spandex pants can be attributed to the greater motor unit recruitment needed to decelerate and stabilized their bodies. Impact force and loading rate were not significantly decreased with wearing spandex pants. Since the spandex pants used in this study were not custom-fit based on girth of each participants thigh and shank, compression and elasticity for the pants could not be optimized.

Behaviors of Joints with Perfobond Rib Shear Connectors in Steel-PSC Hybrid System (Perfobond Rib을 적용한 강-PSC 혼합구조 연결부의 거동 평가)

  • Kim, Sang Hyo;Lee, Chan Goo;Yoon, Ji Hyun;Won, Jeong Hun
    • Journal of Korean Society of Steel Construction
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    • v.21 no.6
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    • pp.647-657
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    • 2009
  • This paper studies the behavior of joints in steel-PSC (prestressed concrete) hybrid beams, which is necessary for the application of hybrid beams to spliced girder bridges, and proposes a new type of joint with improved construction convenience and structural behavior. In the proposed joint, perfobond rib shear connectors are attached to the upper and lower plates, which are expanded from the steel girders and located between the steel girder and the PSC girder. The experimental tests were performed on hybrid beams with the suggested joint. The results showed that all the beams had similar ultimate strengths and failure modes, due to the failure of their PSC parts. The composite action of the perfobond ribs was verified by examining the initial stiffness and cracks of the test beams. In addition, the test beams showed a higher degree of ultimate strength than the beams with stud shear connectors in the joints that had been previously studied. Thus, the proposed joint is effective for the steel-PSC hybrid beam.