• Title/Summary/Keyword: 매트기초

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Pilot Test of Improving Super Retarding Concrete to Control of Hydration Heat Crack of Foundation Mat Mass Concrete (기초매트 매스 콘크리트의 수화열 균열제어로서 초지연 콘크리트 활용에 관한 예비실험)

  • Noh, Sang-Kyun;Baek, Dae-Hyun;Lee, Jae-Sam;Kim, Hyun-Seob;Lee, Byeong-Hoon;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2008.11a
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    • pp.37-41
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    • 2008
  • According to the recent rapidly increasing that construction works are gradually Manhattanized mainly the grand scaled residential buildings, the foundation of the building that is related to safety is increasing for building as a grand scaled mat concrete. Because mat concrete can not be simultaneously placing of concrete in a great quantity due to the circumstance at the field, the inequal deformation of the tensile stress that according to the time lag of hydration heat between the upper layer and the lower layer is affecting as a cause that is the possibility of crack occurrence by increasing. Accordingly, this research checked the efficiency of super retard concrete in applying real structures, and we implemented the preparatory experiment to settle up the inequal deformation of the tensile stress substantially that is according to the time lag of placement between the upper layer and the lower layer by controlling the setting time using the super retarding agent. As the result of test, the more target of delay time lengthened, the more fluidity increased and air content indicated a little differences. There was from 2 to 10 hours between the standard curing and the outside curing at the setting time and in case of calculating the rate of mixing at real structure is required that mix promotion, increasing the amount of mixing, by setting up the curing temperature. The super retard concrete showed the result that in compressive strength, early-age strength was smaller than normal concrete whereas it was same or more figures from at the aging 28days because of the super retarding agent.

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Field Application of the Difference of Setting Time of Improving Super Retarding Agent of Foundation Mat Mass Concrete (기초매트 매스 콘크리트의 초지연제를 활용한 응결시간차공법의 현장적용)

  • Noh, Sang-Kyun;Baek, Dae-Hyun;Kwon, Hae-Won;Bae, Yeoun-Ki;Chung, Sung-Jin;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2008.11a
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    • pp.57-60
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    • 2008
  • According to the recent tendency that the buildings in the downtown concerning rising land prices and efficient use of building are gradually Manhattanized mainly the grand scaled residential buildings, structure of the buildings relates to safety and so the very thick mat concrete is selected as the foundation of architectures. Because mat concretes can not be simultaneously pour in a great quantity due to the circumstance at the field, not only the questions on the unification between the concretes pour on the upper layer and the lower layer are presented but also the cracks by the internal force from the difference of hydration exothermic period are occurred because of the time lag. Thus, this study checked the efficiency to apply "The hydration heat controlling method of mass concrete for horizontal partition pouring construction" to the skyscraper sites under construction at Haiundai in Busan. After applying this method, the result of observation that the cracks by hydration heat in all over the placement surface did never be founded. Also, in case of the economic analysis that the hydration heat reduction method using super retarding agent by difference of setting time is approximately 80% cheaper than the hydration heat reduction method by pipe cooling in the construction expenses.

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Development of U-shaped Metal Bellows design software based on MATLAB (매트랩을 기반으로 한 U자형 금속 벨로우즈 설계소프트웨어 개발)

  • Jang, BongChoon;Kim, Sung-Chul
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.4
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    • pp.2379-2384
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    • 2015
  • Bellows product is an important part in the area of plant engineering, shipbuilding and petrochemistry. For safety and durability it is necessary to consider lots of factors when designing it. This research developed a U-shaped metal bellows design software based on EJMA 9th Edition manual. This GUI software was developed by using Matlab software and can be able to design four types of bellows, Unreinforced Single Bellows, Unreinforced Double Bellows, Reinforced Single Bellows and Reinforced Double Bellows. The already proven bellows model was designed to verify this software. We investigated the behavior while changing the thickness of the bellows. As the thickness of bellows increases, spring rate, thrust force, stress increase and fatigue life decreases. This software will be helpful design engineers save time and effort.

Bearing Capacity of Soft Ground Reinfoced by Geosynthetics and Sand Mat (토목섬유와 SANDMAT로 보강한 지반의 지지력 연구)

  • Ju, Jae-Woo;Park, Jong-Beom;Seo, Kyeh-Won;Jang, Min-Ho
    • Journal of the Korean Geosynthetics Society
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    • v.6 no.1
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    • pp.1-7
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    • 2007
  • In order to improve the bearing capacity of soft ground for the purpose of getting a trafficability of construction vehicles, the geosynthetics-sandmat system has often been used. Yamanouchi had proposed the equation of calculating the bearing capacity about this kind of bearing mechanism, which has a soft ground-geosynthetics-sandmat system. The bearing capacity equation by Yamanouchi has been widely using in our country. However this equation includes an important contradictory concept because if the contact width of vehicles is incresed to reduce the contact pressure, the bearing capacity is decresed on the contray according to this equation. In order to investigate this contradictory concept, the bearing capacity test has been performed on the soft model ground with geosynthetics-sandmat system. From the test results about various kinds of models, the principle that explain the contradictory concept has been found and on the basis of this principle the new bering capacity equation has been proposed by modifying Yamanouchi equation.

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Non-linear Analysis of Laminated Composite Plates with Multi-directional Stiffness Degradation (강성 저하된 적층복합판의 비선형 해석)

  • Han, Sung-Cheon;Park, Weon-Tae;Lee, Won-Hong
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.11 no.7
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    • pp.2661-2669
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    • 2010
  • In this study, a finite element formulation based first-order shear deformation theory is developed for non-linear behaviors of laminated composite plates containing matrix cracking. The multi-directional stiffness degradation is developed for adopting the stiffness variation induced from matrix cracking, which is proposed by Duan and Yao. The matrix cracking can be expressed in terms of the variation of material properties, such as Young's modulus, shear modulus and Possion ratio of plates, and sequently it is possible to predict the variation of the local stiffness. Using the assumed natural strain method, the present shell element generates neither membrane nor shear locking behavior. Numerical examples demonstrate that the present element behaves quite satisfactorily either for the linear or geometrical nonlinear analysis of laminated composite plates. The results of laminated composite plates with matrix cracking may be the benchmark test for the non-linear analysis of damaged laminated composite plates.

The Immediate Settlement Estimation of the Improved Soft Ground Using Bamboo Mats (대나무매트로 보강된 연약지반의 즉시침하량 추정에 관한 고찰)

  • Kim, Woo-Jin;Kim, Yoon-Ha;Kang, Jin-Tae;Choi, Yong-Hwan;Kim, Jong-Ryeol
    • Journal of the Korean Geotechnical Society
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    • v.24 no.5
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    • pp.55-64
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    • 2008
  • When the structure is constructed on the soft ground, the embankment is settleed into the soft ground. At this time, the settlement of the structure is needed to predict. We are using bamboo mats construction only as a way of test construction. Under this circumstance, using the equation of Janbu and Perloff, we calculated the settlement, and analyzed the problem, suggesting proper theoretical equations showing the settlement of soft ground using bamboo mat. Using this equations the settlement was calculated and compared with the result of FEM. The result of the application was very close to the numerical value and the trend of theoretical equations. Using the existing equations, the settlement in Janbu's and Perloff's methods were calculated to be 40% of the actual settlement.

An Analytic Study on Early aged Freezing Damage Prevention and Thermal Crack Control of Concrete in Cold-Weathering Mat Foundation Construction (동절기 매트기초공사시 콘크리트의 초기동해방지 및 온도충격제어에 관한 해석적 연구)

  • 이도범;김효락;박지훈;최일호
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.05a
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    • pp.807-812
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    • 2001
  • This study is peformed for checking the limitation and application of each curing/heating methods on cold-weathering mat foundation construction, considering temperature control, early strength security and temperature declination range limit, by means of concrete material properties and thermal analysis technique that were published previously. In the result of this analysis, we checked the open air temperature and mat depth that are possible to apply each curing/heating methods on cold-weathering construction and found curing/heating time of each methods that is able to prevent early aged freezing damage and thermal crack

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과학기술 지식흐름 연계 네트워크 분석

  • Park, Hyeon-U
    • Proceedings of the Technology Innovation Conference
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    • 2009.02a
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    • pp.205-230
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    • 2009
  • 기술지식으로서의 특허가 과학지식으로서의 과학논문을 많이 인용하면 할수록 과학지식과 기술지식의 상호작용이 많다고 해석할 수 있고, 또한 인용까지의 평균시차가 짧으면 짧을수록 과학지식과 기술지식의 확산속도가 그만큼 빠른 것으로 해석할 수 있다. 과학논문과 특허를 대상으로 과학집약도가 높은 기술분야, 여러 학문분야를 가장 많이 인용하고 있는 기술분야, 그리고 여러 기술분야에서 가장 많이 인용되는 학문분야를 발견할 수 있다. 또한 하나의 특허가 다른 특허에 인용되는 관계를 통해 피인용특허의 기술분야와 인용특허의 산업분야에 대한 연계 매트릭스를 구성함으로써 기술지식이 파급 연계되는 산업분야를 확인할 수 있다. 여기에서는 이러한 과학기술 지식의 연계관계를 규명함으로써 어떤 유형의 지식이 기술혁신에 있어 가장 기초가 되는지, 어떤 기술 분야가 과학적 지식을 가장 역동적으로 활용하는지, 그리고 산업계의 요구와 가장 긴밀한 관계를 맺고 있는 학문분야는 어떤 분야인지를 분석하고자 한다.

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Execution of Mass Concrete for Mat Foundation Using Setting Time Difference with Super Retarding Agent for Reducing Hydration Heat (초지연제의 응결시간차 공법을 이용한 기초 매트 콘크리트의 수화열 저감 시공)

  • Jeon Chung Keun;Yoon Chi Whan;Song Seung Heon;Shin Dong An;Oh Seon Gyo;Han Cheon Goo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.05a
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    • pp.144-147
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    • 2004
  • In this paper, field application of mass concreting using super retarding agent(SRA) are discussed based on setting. time difference with SRA in big discount market in Chongju. Mechanical and physical properties of .concrete are investigated. Temperature history of concrete is also measured. Slump and air content meet the requirement of target value. Compressive strength of concrete exceeded the nominal strength with 24MPa. Compressive strength of SRA concrete is higher than that of plain concrete by about $3\~4\%$. For temperature history, peak temperature of concrete at middle section at top concrete layer reached $49.6^{\circ}C$ within 24hours, and at bottom concrete layer, $54.6^{\circ}C$ within 42hours. Based on the naked eye's observation, no crack was found at mass concrete.

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Metamorphosis of Reality in Animation (애니메이션에서 리얼리티의 역사적 변용)

  • Rieh, Jae-Gyu
    • Cartoon and Animation Studies
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    • s.9
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    • pp.220-234
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    • 2005
  • The article deals with the reality subject of animations. Animations are created on the basis of fantasy. Disney's introduction of the narratives and styles of live action film into the field of animation, which laid a foundation for the hyper-reality animation, has produced an unintended consequence of marginalizing other animation genres which have emphasized fantasy through free experimentations of various images. A combination of Disney's world view of hyper-reality with later-developed 3D computer animation technology has made fantastic figures and spaces much more real than the real ones, and succeeded in creating a matrix of simulacre, a world of mere copies without the original.

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