• 드라이브 ㆍ 컨트롤
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• 제14권4호
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• pp.1-8
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• 2017

The Down-the-Hole hammer is one of the pneumatic drill equipment used for grinding, drilling, and mining. One the advantages of which is that a reduction work efficiency at deep site are relatively small compared to other drilling methods. Due to the large vibration in the underground area, it is difficult to measure the performance of the hammer, and hammer testing requires substantial production cost and operating expenses so research on the development of the hammer is insufficient. Therefore, this study has developed a dynamic simulation model that apprehends the operating principles of an 8-inch DTH hammer and calculates performance data such as performance impact force, piston speed, and BPM. By using the simulation model, design factors related to strike force and BPM were selected, and the influence of each design factors on performance was analyzed through ANOVA analysis. As a result, be the most important for BPM and the strike force are position of upper port that push the piston in the direction of the bit and in BPM, the size of the empty space between the bits and the piston is the second most important design factor.

• 한국지반공학회지:지반
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• 제12권5호
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• pp.117-126
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• 1996

표준관입시험은 시험절차의 간편성 등 많은 장점에도 불구하고 시험장비와 시험보조장치 및 시험관리 등에 따라 시험결과인 N치에는 여러가지 오차가 포함되는 시험으로 알려져 있다. 특히, 해머가 낙하할 때에 발생하는 에너지 손실 때문에 실제의 해머 타격에너지와 이론치는 크게 다르기 마련이다. 이 연구에서는 초음파 송수신장치와 PC를 이용하여 국내의 여러 현장에서 시행되고 있는 표준관입시험에서 해머타격에너지를 측정하여 이론치와 비교하였다. 연구결과 R-P해머와 자동해머의 해머에너지비는 이론치에 대하여 각각 64.2%및 75.0%로 측 정되었다. 측정결과에 동적효율 0.72를 적용하여 측정 N치를 보정할 수 있는 평균에너지비를 산출한 결과는 각각 46% 및 54%였다.

• 한국화재소방학회논문지
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• 제29권1호
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• pp.53-59
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• 2015

배관시스템의 불안정한 유동에 의해 생성되는 수격현상은 관내 압력의 과도한 변화, 진동 및 소음을 일으킬 수 있다. 이러한 수격현상은 관로, 펌프 및 밸브등의 시설물에 기계적인 사고를 유발시키는 원인이 되기도 한다. 한편, 국내에서는 수격현상으로 인한 피해를 최소화하기 위하여 수격흡수기를 제조 및 사용하여 왔으며, 그동안 별도의 기준이 없어 저가 위주로 생산 및 설치되어 왔다. 따라서, 본 연구에서는 수격흡수기 성능에 대한 최소 가이드라인을 제시하기 위하여, 하나의 배관으로 검증 가능한 시험방법, 수계소화설비에서 수격발생을 가정한 시험방법, 개방충격압과 차단충격압으로 구분한 흡수시험 방법, 배관을 분기한 시험시설 구성 방법 등의 다양한 방법들을 통하여 수격흡수기의 성능을 기준화 할 수 있는 방법등에 대하여 고안하였다. 그리고, 최종적으로는 U자형 배관과 시험용 추를 이용한 간단한 기계적 방식으로 수격흡수기의 수격압 흡수성능을 검증할 수 있는 실험 장치를 최초로 고안하여, 소방용 수격흡수기의 인정기준이 제정되었다.

• 드라이브 ㆍ 컨트롤
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• 제19권4호
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• pp.10-18
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• 2022

Air-drop hammer press and counterblow hammer press are widely used power-drop forging hammersemploying different forging blow mechanisms. It is important and necessary to analyze mechanical vibrations of these two different hammers in their forging processes in order to develop high performance forging hammers. In this study, these two forging hammers were mathematically modelled as mass-spring-damper systems. For these two different types of forging hammers, the forging efficiency and mechanical vibrations due to hammer forging blow were theoretically analyzed and compared. The force transmitted to the ground was also determined and compared. Especially, effects of mass ratio and restitution coefficient on forging efficiency were investigated.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2011년도 춘계학술대회 논문집
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• pp.1287-1288
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• 2011

• 농업과학연구
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• 제12권1호
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• pp.101-107
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• 1985

사료(飼料)의 해외의존도(海外依存度)가 높은 우리나라의 축산경영농가(畜産經營農家)의 안정적(安定的) 발전방향(發展方向)은 사료(飼料)의 자급율(自給率)을 높이는 것이 매우 중요(重要)한 긴급과제(緊急課題)이다. 따라서 본(本) 연구(硏究)는 축산농가(畜産農家)에서 손쉽게 구(求)할 수 있는 보리와 건초(乾草)를 사용(使用)하여 사료(飼料)의 공급율(供給率)을 증가(增加)시키기 위(爲)한 대책(對策)의 하나로 현재(現在) 우리나라 농촌(農村)에 널리 보급(普及)되어 있는 3.7~7.5 kW 동력경운기(動力耕耘機)로 구동(驅動)이 가능(可能)한 소형사료분쇄기용(小形飼料粉碎機用) 햄머의 설계자료(設計資料)를 제공(提供)하고자 사료분쇄기(飼料粉碎機)의 적정회전수(適定回轉數)인 3,000rpm을 유지(維持)하면서 햄머의 폭(幅)은 20mm, 30mm, 40mm로, 두께를 2mm, 4mm, 6mm로 변화(變化)시키면서 성능실험(性能實驗)을 실시(實施)하였다. 공시재료(供試材料)는 보리와 건초(乾草)를 사용(使用)하고, 스크린은 구멍크기가 보리 4.76mm, 건초(乾草) 3.18mm인 것을 사용(使用)하여 분쇄성능실험(粉碎性能實驗)을 실시(實施)하여 분석(分析)한 결과(結果)는 다음과 같다. 1. 시료(試料)를 분쇄(粉碎)한 결과(結果), 입자(粒子)크기는 보리 478~774 micron, 건초(乾草) 350~434 micron으로 햄머의 두께와 폭(幅)이 증가(增加)함에 따라 감소(減少)하였다. 2. 분쇄물(粉碎物)의 조도계수(組度係數)는 보리 3.07~3.62. 건초(乾草) 2.69~2.93으로 햄머의 두께와 폭(幅)에 반비례(反比例)하였다. 3. 시료(試料) 분쇄시(粉碎時) 소요동력(所要動力)은 보리 3.8~5.0 kW, 건초(乾草) 0.9~1.4 kW로 햄머의 폭(幅)보다는 두께가 더 크게 영향(影響)을 미치는 것으로 분석(分析)되었다. 4. 소형사료분쇄기(小形飼料粉碎機)의 분쇄성능(粉碎性能)은 보리 99~170 kg/kW.h, 건초(乾草) 11~21 kg/kW.h이며, 햄머의 두께가 큰 영향(影響)을 마치는 인자(因子)로서 두께가 증가(增加)할 수록 분쇄성능(粉碎性能)은 감소(減少)하나 조도계수(粗度係數) 3.2 범위(範圍)에서는 두께 4mm가 가장 양호(良好)하였다. 햄머의 폭(幅)은 소형사료분쇄기용(小形飼料粉碎機用)으로는 30mm가 적정치(適正値)인 것으로 나타났다.

• 한국소음진동공학회논문집
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• 제15권5호
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• pp.536-541
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• 2005

This paper Presents the performance test of an impact hammer drill in conjunction with the parameter consideration of coefficient of restitution, lubrication and friction, pressure leakage, vibration damper and production quality. Novel measurement setups are innovated in order to get the Parameter data. The measured data are compared with the computational results, and this comparison gives a confidence on the computational model, which can be used for a optimal design of impact hammer drills.

• International Journal of Fluid Machinery and Systems
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• 제9권1호
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• pp.28-38
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• 2016

The flexible control system for hydraulic pile hammer using main control valve is present to the requirement of rapidly reversing with high frequency. To ensure the working reliability of hydraulic pile hammer, the reversing performance of the main control valve should commutate robustness to various interfere factors. Through simulation model built in Simulink/Stateflow and experiment, the effects of relative parameters to reverse performance of main control are analyzed and the main interfere factors for reversing performance are acquired. Treating reverse required time as design objects, some structure parameters as control factors, control pressure, input flow and gaps between spool and valve body as interfere factors, the robust design of the main control valve is done. The combination of factors with the strongest anti-jamming capability is acquired which ensured the reliability and anti-jamming capability of the main control valve. It also provides guidance on design and application of the main control valve used in large flow control with interferes.

• 소음진동
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• 제7권4호
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• pp.669-679
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• 1997

This paper deals with a study of striker type impact hammer drill for improving the drilling performance. The study was performed through a numerical simulation of the impact hammer mechanism and an experimental comparison of the numerical simulation results was followed. Optimization of the impact mechanism was also performed. The numerical model of the impact hammer drill takes into account the striker motion and the effects of the pressure in the cylinder as well as the friction acting on the striker. The equation of motion is solved with the pressure equation in the cylinder including the friction force. The friction is considered as a combination of Coulomb friction and viscous damping friction. At the moment of impact, an ideal impact model that uses restitution coefficient is used to calculate the sudden change of the striker motion. The numerically simulated impact force shows a good agreement with the experimental result and thus, the validity of the numerical model is proven. Based upon the proposed model, an optimization was performed to improve the impact force of the hammer drill. The objective function is to maximize the impact force and the used design variables are striker mass, frequency of piston, bit guide mass, cylindrical diameter and dimensions of the mechanism components. Each design variable and some other conditions that are essential to manitain normal operation of the hammer drill are considered as constraints. The optimized result show a remarkable improvement in impact force and an experimental proof was investigated.

• Geomechanics and Engineering
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• 제18권6호
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• pp.615-626
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• 2019

Lightweight concrete (LWC) provides an attractive alternative to conventional piles by improving the durability of deep foundations. In this paper, the drivability of cylindrical and tapered piles made of lightweight and common concrete (CC) under hammer impacts was investigated by performing field tests and numerical analysis. The different concrete mixtures were considered to compare the mechanical properties of light aggregate which replaced instead of the natural aggregate. Driving tests were also conducted on different piles to determine how the pile material and geometric configurations affect driving performance. The results indicated that the tapering shape has an appropriate effect on the drivability of piles and although lower driving stresses are induced in the LWC tapered pile, their final penetration rate was more than that of CC cylindrical pile under hammer impact. Also by analyzing wave propagation in the different rods, it was concluded that the LWC piles with greater velocity than others had better performance in pile driving phenomena. Furthermore, LWC piles can be driven more easily into the ground than cylindrical concrete piles sometimes up to 50% lower hammer impacts and results in important energy saving.