• Title/Summary/Keyword: 한계하강높이

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Study on the Safety of Playground Flooring Made of Polyolefin Foam Waste and Rubber Paving (폐폴리올레핀 폼과 탄성 포장재로 구성된 어린이 놀이터 바닥의 안전성에 관한 실험적 연구)

  • Choi, Soo-Kyung;Jun, Myoung-Hoon;Lee, Do-Heun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.1 no.3
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    • pp.246-254
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    • 2013
  • This study is purposed to verify the safety of the floor of the children's playground using polyolefin foam waste and rubber paving. The critical fall height, walking suitability, long term physical fatigue expectation and slipperiness were tested. Polyolefin foam wastes in thickness of 30mm, 50mm and 70mm were prepared with paving the rubber paving materials in 12mm and 15mm thickness respectively. The test on the critical fall height was carried out according to KS G 5758:2009. The floor hardness test equipment (O-Y HMA) was used for the test on hardness of the floor from a viewpoint of walking suitability and fatigue. A portable slipperiness tester (ONO PPSM) was used for slipperiness test. It was revealed from the test that the floor made of the polyolefin foam waste and rubber paving were considerably safe from a viewpoint of impact absorption. With regards to the hardness of the floor, it was shown the excellent performance in the aspects of walking and fatigue for male. But it was not suitable with walking on the shoes(middle heels) for female. And they will be very fatigue if they were in a long time walking or standing. As far as the slipperiness is concerned, it was shown that it was comparatively safe for the ordinary motions even though the surface was wet.

Relationship of Test Methods of Impact Absorbing Effect of Floors from a viewpoint of Safety in Accidental Collisions (인체충돌시 바닥의 안전성에 관한 시험방법간 연관성 분석)

  • Kim, Sang-Heon;Ji, Suk-Won;Yoon, Jung-Sik;Choi, Soo-Kyug;Seo, Chee-Ho
    • Journal of the Korea Institute of Building Construction
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    • v.11 no.1
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    • pp.29-34
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    • 2011
  • Since the study of building performance design was first undertaken by Building Research Station in 1930s, the results of such study has been reported from many parts of the world, building construction codes and standards have been revised based on performance in advanced nations as well in Korea, and various performance certification systems are in operation. The purpose of this study is to build a database of performance certification systems to investigate the co-relationship of various test methods related to the same test items. As test methods for case study, we selected test methods involving collision of the human body. Through analysis of Critical fall height test of EN 1177 and Head Model test of JIS A 6519 about 8 species of floor test-bodies, it was found that there are limits of application in terms of the depth and strength of cushion. Furthermore, although the measured physical parameters are the same, when the co-relationship between test methods is uncertain, the various physical parameters may not be compatible with the results.

Riprap Scour Countermeasures around Nonuniform Bridge Piers (불균일단면교각 주위의 사석 세굴 보호공)

  • Yun, Tae-Hun;Park, Gi-Du
    • Journal of Korea Water Resources Association
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    • v.33 no.4
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    • pp.385-392
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    • 2000
  • An experimental investigation was conducted to determine the effect of a nonuniform pier on the stability of riprap placed around bridge piers. A nonuniform pier is one of which the cross-sectional dimension varies over the length of the pier and comprises a cylinder of diameter bp placed on a larger diameter of foundation bf. and the stability of riprap are significantly influenced by the height of foundation z. The critical height of foundation is defined as the height of foundation which has the same critical velocity to that of uniform pier without foundation, and it was found to be zc=0.8bf. For z

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Evaluation of the Impact Acceleration Forces Attainable by Use of Mini-Trampoline (Mini-Trampoline운동중 인체가 받는 중력가속도의 변화)

  • Dean, Ward;Choo, Young-Eun
    • The Korean Journal of Physiology
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    • v.16 no.2
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    • pp.153-157
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    • 1982
  • It has been hypothesized that the effectiveness of the popular mini-trampoline as a conditioning device is due to the increased gravitational forces which are imparted to every cell in the body during its use. This study evaluated a means of determining the acceleration forces on a subject using a minitrampoline. By cinematic evaluation, a plot of the changes in distance over time was obtained. Using the formulas developed at the Arizona State University Crash Survival Investigators' School, the maximum acceleration forces were determined to be approximately $3.2+G_z$.

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Landslide Analysis of River Bank Affected by Water Level Fluctuation II (저수위 변동에 영향을 받는 강기슭의 산사태 해석 II)

  • Kim, You-Seong;Wang, Yu-Mei;Choi, Jae-Seon
    • Journal of the Korean Geosynthetics Society
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    • v.9 no.3
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    • pp.87-93
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    • 2010
  • The change of water level in reservoirs is an important factor causing failure of bank slopes, i.e. landslide. The water level of Three Gorges reservoir in China fluctuate between 145 m and 175 m, as a matter of flood control. During its normal operational state, the rate of water level fluctuation is supposed to range from 0.67 m/d to 3.0 m/d. Majiagou slope is located on the left bank of Zhaxi River, 2.1 km up from the outlet. Zhaxi River is a tributary of the Yangtze River within the Three Gorges area, of which the water level changes with the reservoir. At the back of Majiagou slope, a 20 m long and 3~10 cm wide fissure developed just after the reservoir water level rose from 95 m to 135 m in 2003. This big fissure was a full suggestion of potential failure of this slope. In this study, the pore water pressure files obtained from seepage analysis were used to evaluate the change in factor of safety (FS) with reservoir water level. Slope stability analyses then were carried out, with fully specified slip surface and limit equilibrium method. In the limit equilibrium analysis, the contribution of negative pore water pressure to shear strength was considered by the use of Fredlund's shear strength equation for unsaturated soils. On the base of the analyses, the change of FS with reservoir water level was interpreted in detail. It was found that FS against bank slopes decreases with the rise of the reservoir water level and increases with the drawdown of the reservoir water level. The most dangerous state was when the reservoir water level stays at the highest for a long time.

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Effects of Teratainment Taping and Footpad Exercise on the Improvement of Flat Foot in a University Student (테라테인먼트 테이핑과 발바닥 운동이 대학생의 평발 개선에 미치는 영향)

  • Lee, Jeong-Uk;Yoon, Young-Jeoi;Ko, Sun-Kun
    • Journal of Korea Entertainment Industry Association
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    • v.13 no.4
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    • pp.369-375
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    • 2019
  • This study looked at the effects of teratainment taping and footpad exercise on the improvement of flat foot in a university student. We divided it into flexible flat foot taping group(n=13), flexible flat foot exercise group(n=14), rigid flat foot taping group(n=12), rigid flat foot exercise group(n=13) through a navicular drop test. After one hour's application of teratainment taping and footpad exercise, the height change of navicular, balancing ability and postural stability were evaluated. Change in the height of the navicular was measured before and after intervention, and the balancing ability was measured timed up & go test, and the postural stability ability was evaluated for stability limits in shoulder-width double leg stance, narrow base double leg stance, tandem stance. According to result, there was a statistically significant difference in the left and right foot of the flexible tapping group, right foot of the flexible tapping group, right foot of the rigid tapping group in the change in the height of the navicular in comparison pre- and post- intervention(p<0.5). There were no statistically significant differences in pre- and post- intervention comparisons intragroup and intergroup in balancing ability. There was a statistically significant difference in flexible flat foot exercise group and rigid flat foot taping group in tandem stance in comparison pre- and postintervention in the postural stability(p<0.5). And there was a statistically significant difference in tendem stance of the flexible flat foot exercise group compared to the rigid flat foot exercise group(p<0.5). The results of this study show that teratainment taping and footpad exercise have a significant effect on the improvement of flat foot in adults. Therefore, it is recommended to apply teratainment taping and footpad exercise to improve flat foot.

A Numerical Study for the Atrium Smoke Control by Fire Shutter and Evacuation (방화셔터를 이용한 아트리움 제연과 피난안전에 관한 수치해석 연구)

  • Jeon, Heung-Kyun;Choi, Young-Sang;Choo, Hong-Lok
    • Fire Science and Engineering
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    • v.24 no.5
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    • pp.50-59
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    • 2010
  • Four fire scenarios, as the cases of fire sizes of 2 MW and 5 MW, and no installation and activation of atrium fire shutter for dormitory building of Daegu 'D college', were developed and fire simulations were run using FDS (ver. 5.5.0) and Pathfinder 2009 programs. By assessing fire and evacuation, the effects of atrium fire shutter and vents on the smoke control of atrium were evaluated and this study also analyzed fire hazard and egress safety for occupants in the dormitory. Fire shutter's preventing smoke transport around atrium was much effective, but smoke layer descended down the design limit of smoke height and kept about 2 m height from the atrium floor in all cases because flow rate through vents was not enough. For the case of 5 MW fire and no fire shutter, fire hazard was higher due to visibility than temperature and allowable egress time to stairwell was short less than 5 seconds for the occupants on the floors of 4F to 7F. For total occupants, egress time out of main doorway was calculated about 136 seconds. It is sure that additional systems improving the performance of smoke control need to be installed for more safe evacuation.

A Study on the Management Method of Agricultural reservoir Using RCP Scenario (RCP 시나리오 분석을 통한 농업용 저수지 관리방안에 관한 연구)

  • Choo, Yeon Moon;Won, Chang Hee;Kim, Seong Ryul;Gwon, Chang Heon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.21 no.1
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    • pp.28-34
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    • 2020
  • A reservoir is defined as an artificial facility that stores and controls water during floods and droughts. Korea has constructed and managed reservoirs all over the country to benefit farming communities. The importance of reservoirs has decreased gradually due to urbanization and the spread of tap water, but the importance of water is increasing because of the recent shortage of water and the resulting rise in the price of water resources. Therefore, this study suggests countermeasures through an analysis of the used threshold for agricultural reservoirs. To this end, the forecast of rainfall up to 2100 was first analyzed using flood estimates and RCP scenarios through rainwater data collection. The increase in the RCP 8.5 scenario, the largest increase in the probability rainfall, was calculated by adding it to the current probability rainfall, and it was predicted that the marginal height of Odong Dam would reach its limit in 2028. Therefore, as a countermeasure against this, the measures to secure effective water storage were suggested through measures, such as lowering the height of Yeosu and installing movable beams. Overall, it is expected that effective management of the reservoirs used for agriculture will be possible in the future.