• 제목/요약/키워드: tamping

검색결과 49건 처리시간 0.028초

부재 절단을 위한 외부장약 발파의 전색효과 (Effect of Tamping Materials on the External Charge Blasting of Structural Members)

  • 양형식;김정규;고영훈;피유시 라이
    • 화약ㆍ발파
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    • 제31권1호
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    • pp.49-54
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    • 2013
  • 강 부재와 콘크리트 부재에 대한 외부장약 발파시 전색의 효과를 확인하기 위하여 전색캡과 우레탄폼, 모래 주머니 및 점토의 전색재를 실험하였다. 실험결과로 전색캡과 우레탄 폼, 모래 주머니는 전색효과를 기대할 수 없었으나 점토전색의 경우 부재의 완전 절단에 필요한 장약량에 대해 20%의 장약절감 효과를 확인할 수 있었다. 실험의 결과로 볼 때 표준장약식에 의한 장약량 산정법이 다소 보수적인 것으로 나타났다.

고성능 콘크리트의 표면기포 저감에 관한 연구 (A Study on the Surface Air-Void Reduction of High Performance Concrete)

  • 박상준
    • 한국건축시공학회지
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    • 제9권1호
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    • pp.49-55
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    • 2009
  • In this study, reduction methods of surface air void were examined for high performance concrete having high viscosity. The effects of assumed influencing factors such as form types, form-coating materials, tamping equipments and methods were examined based on the tests on mock-up specimens made of high performance concrete. The test results can be summarized as follows: As for form types, the most favorable results were obtained when coated plywood form was used with panel-shape tamping equipments at the contact region with concrete, the second and the third being the water/air-permeable sheets and steel with coated plywood, respectively. As for tamping equipments, a vibrator with 6.5cm diameter was most effective. Finally, the shorter the tamping intervals, the better the reduction effect of surface air void. As a conclusion, an improved method was proposed to reduce surface air void and it was verified with the test result that only four air voids as large as $5{\sim}10mm$ are found in the are of $1m^2$.

도상 다짐작업의 장기 일정계획 문제에 관한 수리적 모형 고찰 (A Study on a Mathematical Model of the Long-term Track Tamping Scheduling Problem)

  • 오석문;이지하;이희업;박범환;홍순흠
    • 한국철도학회논문집
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    • 제9권1호
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    • pp.50-56
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    • 2006
  • This paper presents a mathematical model of the long-term track tamping scheduling problem in the Korean highspeed railway system. The presented model encompasses various operational field constraints, moreover improves a state-of-the-art model in extending the feasible space. We show the model is sized up to intractable scale, then propose another approximation model that is possible to handle with the present computer system and commercial optimization package, directly. The aggregated index, lot, is selected, considering the resolution of the planning horizon as well as scheduling purpose. Lastly, this paper presents two test results for the approximation model. The results expose the approximation model to quite promising in deploying it into an operational software program for the long-term track tamping scheduling problem.

궤도보수 특수철도차량 탬퍼 모의훈련연습기의 개념설계 (A Conceptual Design on Training Simulator of the Special Railway Vehicle for Multiple Tie Tamper)

  • 안승호;강정형;김철수
    • 한국산학기술학회논문지
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    • 제19권10호
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    • pp.430-436
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    • 2018
  • 궤도보수용 특수철도차량은 열차 운행동안 철도차량의 진동저감 및 승차감 향상을 위하여 다양한 궤도틀림을 조정하는 탬핑장치를 장착한다. 궤도틀림의 선형화 작업에 대한 인적 오류를 감소하기 위하여 실제 탬핑작업의 착오를 바로 확인할 수 있는 모의 훈련연습기의 개발이 중요하다. 기존 2차원 시뮬레이터의 현실성 및 훈련효과를 높이기 위하여 본 연구에서는 가상현실 공간상에서 본 특수철도차량의 탬핑작업에 대하여 3차원 시뮬레이터 모델링을 구현하였다. 탬핑작업동안 고화질화면 작동 시 발생되는 버퍼링 문제는 고화질 다각형 모델링에서 추출한 로우 다각형의 Unwrap UVW 매핑기법을 사용하여 해결하였다. 탬핑작업의 훈련시 발생하는 인적오류는 침목과 탬핑유니트의 탬핑타인 충돌 유무를 원과 사각형 충돌원리로 감지된다. 또한 충돌과 동시에 작업운전실 의자의 진동이 발생되며, 모의연습기 화면에 침목 타격수량이 현시되므로 훈련생의 숙달정도까지 인지하도록 제작되었다. 그리고 침목위에 튀어 오른 자갈은 차량주행 안전성 심각한 영향을 미치므로 탬핑유니트에 자갈 튀는 효과를 적용하였다.

The effectiveness of geosynthetic reinforcement, tamping, and stoneblowing of railtrack ballast beds under dynamic loading: DEM analysis

  • Lobo-Guerrero, Sebastian;Vallejo, Luis E.
    • Geomechanics and Engineering
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    • 제2권3호
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    • pp.161-176
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    • 2010
  • Discrete Element Method (DEM) simulations were developed to investigate the effectiveness of geosynthetic reinforcement and the effectiveness of maintenance techniques performed on a simulated ballast bed subjected to dynamic loading. The results from four samples subjected each one to a total of 425 load cycles are presented: one unreinforced and unmaintained sample, one unmaintained but reinforced sample, one unreinforced sample subjected to maintenance in the form of stoneblowing after 200 load cycles, and one unreinforced sample subjected to maintenance in the form of tamping after 200 load cycles. The obtained values of permanent deformation as a function of the applied number of load cycles for the four cases are presented together allowing a comparison of the effectiveness of each technique. Moreover, snapshots of the simulated track sections are presented at different moments of the simulations. The simulations indicated that the geosynthetic reinforcement may not be beneficial for the analyzed case while stoneblowing was the most effective maintenance technique.

발파작업 시 충전매질에 따른 발파효과 비교 연구 (A Comparative Study on the Effect of Tamping Materials on the Impact Efficiency at Blasting Work)

  • 배상수;한우진;장승엽;방명석
    • 한국지반신소재학회논문집
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    • 제21권2호
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    • pp.57-65
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    • 2022
  • 본 연구에서는 폭약과 발파공 사이의 충전매질을 통한 충격파 전파 효과를 수치적으로 시뮬레이션하고 검증하였다. 고체(Lagrangian)와 유체(Eulerian)를 혼합 모델링하기 위해 Arbitrary Lagrangian-Eulerian(ALE) 방법을 선택하였다. 시간의존적 해석은 발파공정 시간 동안 수행되었다. 폭약과 매질(공기 또는 물)을 유한 요소망으로 모델링하였고, 발파공은 시작점(폭약)에서 발파공벽에 도달하는 전파 속도와 충격력을 결정할 수 있는 강체로 가정하였다. 해석결과에 따르면 물의 전파속도와 충격력은 공기의 경우보다 컸다. 추가로 발파 작업의 실제 현장을 모델링하고 시뮬레이션하였다. 암석은 탄소성체로 가정하였다. 해석결과에 따르면 충전매질이 물인 경우 순간 충격력이 더 크고, 파쇄블록 크기는 더 작은 것으로 나타났다. 반면 발파공배면에서의 충격량은 물인 경우에 더 작았는데, 이는 파쇄에 충격에너지가 상당부분 사용되고, 파쇄로 인한 감쇠 효과에 의해 주변의 고체를 통한 압력 전파는 공기보다 작아지기 때문이다. 이로써 충전매질로서 물이 공기보다 경제성이 더 높다는 것이 입증되었다.

증점제를 이용한 고유동콘크리트의 특성에 관한 기초적 연구 -경화상태의 특성- (A Fundamental Study on the Properties of High-Fluidity Concrete Using Viscosity Agent - Properties of Hardened Concrete -)

  • 김기철;박상준;조병영;윤기원;최응규;한천구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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    • pp.198-201
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    • 1996
  • The purpose of this study is to analyze the properties of high fluidity concrete using the viscosity agent of a cellulose system with W/C of 35~50% in hardened state. It is proven that properties of high fluidity concrete in hardened state is nearly the same with normal concrete in the same W/C and no strength difference by tamping method do not appeared. Therefore, no tamping method is thought to be reguired in high fluidity concrete.

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궤도 다짐작업의 장기 일정계획문제에 관한 수리적 모형 고찰 (A study on the mathematical model of the long-term track tamping scheduling problem)

  • 오석문;이지하;박범환;이희업;홍순흠
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2005년도 추계학술대회 논문집
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    • pp.1130-1137
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    • 2005
  • This paper addresses the mathematical model of the long-term track tamping scheduling problem in the railway system. The proposed model is analyzed in problem size, then three solution approaches (relaxation, decomposition, and heuristic) are presented at the sketch level.

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Nd:YAG 레이저 충격 피닝에 의한 금속표면의 잔류응력 특성 개선 (Improving the Residual Stress Characteristics of the Metal Surface by Nd:YAG Laser Shock Peening)

  • 양세영;최성대;전재목;공병채
    • 한국생산제조학회지
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    • 제19권4호
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    • pp.539-547
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    • 2010
  • Laser shock peening is useful to improve fatigue characteristic of multiple number of metals and alloys. This process induces a compressive residual stress on the metal surface, and when tensile load is applied, growth of crack is delayed and which changes the characteristic of the metal surface. It is an innovative surface treatment technique for strengthening metals. Specimens of SM45C are used in this study. The effect of an inertial tamping layer on the residual stress field using laser shock peening setup and Nd:YAG laser power is evaluated. Residual stress distribution measured by X-ray diffraction. As a result of this study it can be presented that following condition of Nd:YAG laser power and inertial tamping layer parameters, compressive residual stress is generated on the surface of the SM45C. Results to experimental data indicate that laser shock peening has great potential as a means of improving the mechanical performance of the metal surface.

채취방법과 성형방법이 화강 풍화토의 응력-변형률 거동에 미치는 영향 (Influence of Sampling and Preparation Method on Stress-Strain Behavior of Weathered Granite Soils)

  • 조완제
    • 한국안전학회지
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    • 제25권2호
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    • pp.55-64
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    • 2010
  • Since various weathered soils are encountered in many domestic construction sites, it is necessary to estimate characteristics of natural weathered soils. However, the remolded sample of weathered soils are commonly used to estimate their characteristics because it is very difficult to sample weathered soils in undisturbed states. However, it is well known that the behavior of remolded sample is different from that of the undisturbed sample particularly in the dynamic response, because the particle structure of undisturbed sample maintains its original structure from the mother rock. Thus, to evaluate the influence of sampling method and preparation method on stress-strain behavior, the resonant column tests were performed on the block, tube samples, remolded samples with static compression and remolded samples with tamping of the weathered granite soils. The shear modulus of the remolded sample with tamping is larger than the other samples presumably due to the high tamping pressure enough to induce particle breakage. The tube samples show larger damping ratios than other samples. Furthermore, one-dimensional ground response analysis was performed to compare the results qualitatively.