• 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.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 추계학술대회논문집
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• pp.333-336
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• 2004

This paper presents performance of the impact hammer drill with coefficient of restitution, lubrication and friction, pressure leakage, damper efficiency and the general quality test. The novel measurement systems are introduced in order to get the reasonable data. The mechanism of strikers with inner pressure is revealed in the general quality test. Due to these factors we are able to make the computational analysis correctly.

• 신재생에너지
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• 제4권2호
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• pp.31-38
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• 2008

Using a surplus head in presented water supply pipes, we have studied to improve the operating efficiency of small hydro generator, which was chosen for a test model with 00 hydro power plant. With regard to power control and countermeasure of water hammer impact, Finally we have represented the optimal control method through the synthetical analysis of existing system symptoms, operation efficiency, the effect of water hammer impact and system configuration.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.636-643
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• 2008

본 연구에서는 지오게이지, 동평판재하시험기 그리고 간이지지력시험기 등과 같은 지반강성도를 평가할 수 있는 시험장치와 현장 다짐도 측정에 가장 많이 사용되는 평판재하시험을 다짐횟수, 함수비 그리고 다짐층 두께 등을 변화해 가면서 현장시험을 수행한 결과, 다음과 같은 잠정 결론을 내릴 수 있었다. 1) 지오게이지와 동평판재하시험기 그리고 간이지지력 시험기에서 측정된 결과는 모두 다짐도 증가에 따른 지반 강성 증가 현상을 잘 반영하는 것으로 나타났다. 2) 함수비에 따른 지반강성 증감 현상은 지오게이지와 간이지지력시험 결과에서만 일부 뚜렷하게 나타났으며, 동평판재하시험이나 기준 시험인 평판재하시험은 함수비 증감에 따라 지반강성 증감 현상이 뚜렷하게 나타나지 않았다. 3) 다짐충 두께 변화에 따른 지반강성도 평가시험 결과 본 시험에서 수행한 지오게이지, 동평판재하시험, 간이지지력 시험은 물론 기준시험인 평판재하시험의 경우에도 일정한 경향이 뚜렷하게 나타나지 않아 이에 대한 추가적인 연구가 필요할 것으로 판단된다. 본 연구에서는 간편하고 신속한 시험이 가능한 다양한 지반강성평가 시험장치를 이용해 현장에서 다양한 조건의 지반에 대해 다짐도 평가 시험을 수행한 결과, 함수비 및 다짐두께가 일정한 경우 다짐횟수 증가에 따라 모든 시험 결과가 지반강성도가 증가하는 것으로 나타났다. 따라서, 추후 다양한 지반조건에 대해 다양한 시험을 수행하여 다짐도 및 지반강성도의 연관성에 대한 자료가 축적된다면, 본 시험에서 수행한 시험방법으로도 현장 다짐도 측정이 가능할 것으로 판단된다.

• 한국지반공학회지:지반
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• 제13권1호
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• pp.169-182
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• 1997

표준관입시험에서 해머가 낙하하여 발생한 충격에너지가 샘플러에 전달되는 과정에 여러 가지 제한 및 문제점 때문에 에너지 손실이 일어나게 마련이다. 시험결관인 N치를 보정하기 위해서는 로드에 전달되는 에너지 수준이 측정되어야 한다. 이 연구에서는 충격에너지와 모루를 통하영 로드에 전달되면서 손실된 에너지가 반영된 로드 에너지의 비율 즉, 표준관입시험의 동적 효울을 Charpy 충격시험장치를 이용하여 측정하고, 항타 분석 프로그램인 GRL-WEAP해석과 현장시험으로 비교 및 확인 하였다. 연구결과 R-P해머와 바동해머의 동적표효율이 0.726과 0.728로 각각 산정되었으나 0.72로 같게 제시하였다. 이 값에 현장측정한 해머에너지 수준 64.2%(R-P)및 75.%(자동)를 적용하여 측정 N 가치를 보정할 수 있는 SPT의 평균에너지비를 46.7% 및 54.5%호 산정하였다.

• 한국소음진동공학회논문집
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• 제12권10호
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• pp.792-798
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• 2002

The spectrum of impulse response signal from an impulse hammer testing is widely used to obtain frequency response function (FRF) of the structure. However the FRFs obtained from impact hammer testing have not only leakage errors but also finite record length errors when the record length for the signal processing is not sufficiently long. The errors cannot be removed with the conventional signal analyzer which treats the signals as if they are always steady and periodic. Since the response signals generated by the impact hammer are transient and have damping, they are undoubtedly non-periodic. It is inevitable that the signals be acquired for limited recording time, which causes the finite record length error and the leakage error. In this paper, the errors in the frequency response function of multi degree of freedom system are formulated theoretically. And the method to remove these errors is also suggested. This method is based on the optimization technique. A numerical example of 3-dof model shows the validity of the proposed method.

• Structural Engineering and Mechanics
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• 제65권5호
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• pp.601-609
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• 2018

Steel bolts are used in the construction industry for a large variety of applications that range from fixing permanent installations to temporary fixtures. In the past much research has been focused on developing destructive testing techniques to estimate their pull-out load carrying capacity with very little attention to develop non-destructive techniques. In this regards the presented research work details the combined use of ultrasonic pulse velocity and Schmidt hammer tests to identify anchor bolts with faculty installation and to estimate their pull-out strength by relating it to the Schmidt hammer rebound value. From experimentation, it was observed that the load capacity of bolt depends on its embedment length, diameter, bond quality/concrete strength and alignment. Ultrasonic pulse velocity test is used to judge the quality of bond of embedded anchor bolt by relating the increase in ultrasonic pulse transit time to the presence of internal pours and cracks in the vicinity of steel bolt and the surrounding concrete. This information combined with the Schmidt hammer rebound number, R, can be used to accurately identify defective bolts which resulted in lower pull-out strength. 12 mm diameter bolts with embedment length of 70 mm and 50 mm were investigated using constant strength concrete. Pull-out load capacity versus the Schmidt hammer rebound number for each embedment length is presented.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1178-1187
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• 2008

Quality assurance for embankment compaction is one of very important procedures to guarantee high quality construction. However, only sand replacement method (KS F2312) and static plate load test (KS F2310) which are conventional and tiresome methods are used to evaluate degree of compaction at construction fields. Recently, new types of devices such as the geogauge and the light falling weight deflectometer (LFWD), the soil impact hammer (CASPFOL) and dynamic cone penetration test etc. which are able to substitute for the conventional methods are begun to use to evaluate soil stiffness. In this study, a laboratory model test was performed to evaluate correlations among test results obtained from the new devices and to assess the potential use of them. All test results have correlations with relative density and water content. Especially, the coefficients of correlation between $E_G$ from the geogauge and $K_{30'}$ from the soil impact hammer and between $E_G$ from the geogauge and $E_{LFWD}$ from LFWD are more than 0.7 but those between the results from DCP and others are less than those between $E_{G{\cdot}}$ and $K_{30'}$ and $E_G$ and $E_{LFWD}$.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.11-19
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• 2004

When pile foundation constructed by driving method, it is desirable to perform monitoring and estimation of pile drivability and bearing capacity using some suitable tools. Dynamic Pile Monitoring yields information regarding the hammer, driving system, and pile and soil behaviour that can be used to confirm the assumptions of wave equation analysis. Dynamic Pile Monitoring is performed with the Pile Driving Analyser. The Pile Driving Analyser (PDA) uses wave propagation theory to compute numerous variables that fully describe the condition of the hammer-pile-soil system in real time, following each hammer impact. This approach allows immediate field verification of hammer performance, driving efficiency, and an estimate of pile capacity. The PDA has been used widely as a most effective control method of pile installations. A set of PDA test was performed at the site of Donghea-1 Gas Platform Jacket which is located east of Ulsan. The drilling core sediments of location of jacket subsoil are composed of mud and sand, silt. In this case study, the results of PDA test which was applied to measurement and estimation of large diameter open ended steel pipe pile driven by underwater hydraulic hammer, MHU-800S, at the marine sediments were summarized.

• 한국농공학회논문집
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• 제61권2호
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• pp.41-50
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• 2019

Stiffness characteristic of subgrade is one of the most important aspects for the design and evaluation of pavement and railway. However, adequate field testing methods for evaluating the stiffness characteristics of the subgrade have not been developed yet. In this study, an in-situ dynamic stiffness analyzer (IDSA) is developed to evaluate the characteristics of subgrade stiffness along the depth, and its performance is evaluated in elastic materials and a compacted soil. The IDSA consists of a falling hammer system, a connecting rod, and a tip module. Four strain gauges and an accelerometer are installed at the tip of the rod to analyze the dynamic response of the tip generated by the drop of hammer. Based on the Boussinesq's method, the stiffness and Young's modulus of the specimens can be calculated. The performance of IDSA was tested on three elastic materials with different hardness and a compacted soil. For the repeatability of test performance, the dynamic signals for force and displacement of the tip are averaged from the hammer impact tests performed five times at the same drop height. The experimental results show that the peak force, peak displacement, and the duration depend on the hardness of the elastic materials. After calculating the stiffness and elastic modulus, it is revealed that as the drop height of hammer increases, the stiffness and elastic moduli of MC nylon and the compacted soil rapidly increase, while those of urethanes less increase.