• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2003년도 학술대회지
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• pp.630-633
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• 2003

국내 건설 산업에 있어 공항시설, 체육시설, 집회시설, 판매시설 등에 대한 수요가 증가하면서 무주대공간의 필요성이 증가되고 있는 추세이다. 우주대공간 구축에 있어,기존의 PEB(Pre-Engineered Building)구조나 Pipe Truss구조는 span이 커짐에 따라 철재중량이 급격히 증대되고 장스판에는 적용이 어려운 구조적 문제가 발생하게 된다. 이러한 문제를 해결하는 구조방법 중 하나로 Space Frame이 고려되고 있으나 아직 국내에서는 Space Frame에 대한 연구가 미흡하여 그 활용성이 높지 않은 실정이다. 본 연구에서는 공사비용, 공사기간, 시공성 등에서 여러 장정을 지닌 Space Frame을 소개하고 무주대공간 구축에 있어 Space Frame을 적용한 사례분석을 통하여 Space Frame의 특징을 조사하고자 하였다. 더 나아가 향후 국내 건설업계에 무한한 발전 가능성을 가진 Space frame의 기본적 특성과 다른 구법들과의 비교를 통해 장점을 확인함으로써 Space Frame에 대한 국내연구를 활성화시키고 향후 실무를 담당하는 현장에서 무주대공간으로서의 Space Frame의 활용을 높이고자 한다.

• Corrosion Science and Technology
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• 제17권6호
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• pp.292-300
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• 2018

The modeling of 3D finite elements based on CAD data has been used to detect sites of corrosion defects in buried pipes. The results generated sophisticated profiles of electrolytic potential and vectors of current distributions on the earth surface. To identify the location of defects in buried pipes, the current distribution on the earth surface was projected to a plane of incidence that was identical to the pipe locations. The locations of minimum electrolytic potential value were found. The results show adequate match between the locations of real and expected defects based on modeling. In addition, the defect size can be calculated by integrating the current density curve. The results show that the defect sizes were $0.74m^2$ and $0.69m^2$, respectively. This technology may represent a breakthrough in the detection of indirect damage in various cases involving multiple defects in size and shape, complex/cross pipe systems, multiple anodes and stray current.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2009년도 하계학술발표대회 논문집
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• pp.656-661
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• 2009

In this study, theoretical analysis and evaluation tests were performed to assess the pipe stability against compaction equipments and vehicle loads when conventional construction criteria for pre-insulation heating pipes are applied and the alternative material, crushed sand, are used for backfills. The research outcomes shows that (1) the conventional code criteria for pre-insulated heating pipes is well established to support compaction equipments and vehicle loads, (2) the crushed sands as an alternative is usable as backfill materials for pre-insulated heating pipes based on the suitability evaluations of various types of pipes, and (3) the crushed sand agree well with the design consideration of pre-insulated heating pipes construction in the points of economical efficiency and construction criteria.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1994년도 가을 학술발표회 논문집
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• pp.381-386
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• 1994

Recently, the design and construction of massive concrete structures are increased. But, the temperature rise within a large concrete mass make the construction of massive concrete structures be very difficult. Therefore, in Seohae Grand Bridge Project, the field measurement of hydration heat for the massive concrete footings(11$\times$22$\times$4m) was carried out. It was shown to be possible to construct the massive concrete footing successfully by application of pipe cooling system. And the measurement results showed that standard code for concrete practice was very conservative.

• 한국화재소방학회논문지
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• 제21권1호
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• pp.98-105
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• 2007

본 연구에서는 소방 건축분야에 가장 많이 사용되는 배관인 배관용 탄소강관 및 이에 상응하는 스테인리스 강관을 분기배관으로 제작이 가능한지 여부를 상용유한요소프로그램(ABAQUS)을 이용하여 확인하였다. 이러한 배관을 분기배관으로 성형할 경우 심이 없는 배관 사용을 원칙으로 하고 배관에 심이 있는 경우 심과 정반대방향을 성형면으로 하여야 한다. 배관의 성형시 플러그의 경사면과 길이가 성형에 가장 큰 영향을 미치는 요소임을 알 수 있었다. 분기배관의 성형해석결과를 토대로 분기부분의 최소 높이와 두께를 제안했다.

• 플랜트 저널
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• 제8권2호
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• pp.52-58
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• 2012

Pipe means the connection of the tube in order to transfer fluid from one device to another device. The piping stress analysis is to analyze the structural stability considering the location and the features of piping support after completing the piping design, The allowable stresses comply with the requirements of the relevant standards by examining whether the support of the function and location of pipe or re-operation is confirmed. Allowable stresses are to make sure that the maximum stress should not exceed the allowable stress presented in the ASME B31.1 POWER PIPING code. ASME B31.1 POWER PIPING code ensures a smooth stress analysis can be performed during the initial pipe stress analysis as provided in the case of straight pipe to the horizontal distance between the supports. However, because there is no criteria set in the case of curved pipe, the optimum pipe supporting points were studied in this paper. As mentioned about the curved pipe, loads applied to the support of the position of 17% and 83% of the position relative to the elbow part have results similar to the load acting on the support of straight pipe.

• Geomechanics and Engineering
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• 제35권4호
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• pp.395-409
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• 2023

Long-span suspension bridges have tunnel anchor systems to maintain stable cables. More investigations are required to determine how closely tunnel excavation beneath the tunnel anchor impacts the stability of the tunnel anchor. In order to investigate the impact of the adjacent tunnel's excavation on the stability of the tunnel anchor, a large-span suspension bridge tunnel anchor is utilised as an example in a three-dimensional numerical simulation approach. In order to explore the deformation control mechanism, orthogonal tests are employed to pinpoint the major impacting elements. The construction of an advanced pipe shed, strengthening the primary support. Moreover, according to the findings the grouting reinforcement of the surrounding rock, have a significant control effect on the settlement of the tunnel vault and plug body. However, reducing the lag distance of the secondary lining does not have such big influence. The greatest way to control tunnel vault settling is to use the grout reinforcement, which increases the bearing capacity and strength of the surrounding rock. This greatly minimizes the size of the tunnel excavation disturbance area. Advanced pipe shed can not only increase the surrounding rock's bearing capacity at the pipe shed, but can also prevent the tunnel vault from connecting with the disturbance area at the bottom of the anchorage tunnel, reduce the range of shear failure area outside the anchorage tunnel, and have the best impact on the plug body's settlement control.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2008년도 춘계학술대회논문집
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• pp.502-505
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• 2008

Due to continuous difficulty of human power supply, it is necessary to develop an equipment which is good to saving cost and time at a construction site. A quick pipe coupling method is the kind of mechanical joint system using split-sleeve and sealing-pad at pipe groove without welding. In hence, it provides restrained pipe joint which is simple, safe, and dependable without environmental pollutions. It is more useful scheme than the other ones. The purpose of this study is to find out the main design factors and the optimum shape of split-sleeve. The stress analyses were carried out under various shapes of pipe groove configuration, materials and internal pressures with a commercial software, ANSYS workbench which uses FEM(finite element method). Results are graphically depicted with various parameters.

• 한국해양공학회지
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• 제21권6호
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• pp.81-86
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• 2007

In order to eliminate the hydration heat of mass concrete, this paper reports the results of hydration heat control in mass concrete using the OCHP (Oscillating capillary tube heat pipe). In the summarized results of the mock up experiments, distributing the heat pipe at 300 mm intervals based on the center of the test specimen was the most effective. A 200 mm turn interval for the heat pipe was measured to be the most appropriate, taking into account the reinforcement placing at the actual site. Therefore, when the hydration heat control method using the heat pipe developed in this study is applied, not only canconstruction efficiency & a reduction in the necessary construction time be expected, but so can outstanding economical effects.

• 대한토목학회논문집
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• 제32권5D호
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• pp.473-481
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• 2012

천연가스는 타 화석연료에 비해 온실가스를 적게 배출하는 청정연료로서 가채연수가 길고 상대적으로 가격 변동이 적어 세계적으로 사용량이 증대되고 있으며, 이에 따라 신규 가스전 개발 및 대규모의 천연가스 플랜트 건설 사업이 세계 각지에서 추진되고 있다. 특히 다양한 플랜트 사업 중 해외 천연가스 파이프라인 사업의 경우 보다 안정적이고 효율적인 천연가스의 수송을 위해 지역 간이나 국가 간에 적용되는 방식으로서 건설 수요가 괄목할만하게 증가하고 있으며 이미 전체 천연가스 교역의 72%를 차지하고 있다. 그러나 우리나라의 경우 해외의 주요 가스전과의 물리적인 거리 및 저장시설에 한정된 수요 발생으로 인해 해외 파이프라인 공종의 참여가 뒤떨어져 있는 것이 현실이다. 따라서 본 연구에서는 해외 천연가스 파이프라인 사업의 진출을 위해 사업계획 단계를 중심으로 표준화된 업무 프로세스 모델을 구축하고자 하였다. 국 내외의 파이프라인 사업 및 해외건설 프로세스를 분석하고, 해외 천연가스 파이프라인 사업의 특성을 반영하여 3단계의 레벨을 가진 업무 프로세스 모델을 도출하였다. 이후 전문가를 활용하여, 업무 프로세스 모델을 테스트베드에 적용하여 실무적 검증을 수행하였으며, 이와 별도로 추가적인 설문조사를 통해 본 연구에서 제시된 업무 프로세스 모델의 적용성과 효용성을 확인하였다. 본 연구에서 제시된 업무 프로세스 모델을 기반으로 기업의 노하우를 반영한다면, 해외 천연가스 사업 의사결정을 위한 객관적인 기준으로 활용할 수 있을 것으로 기대된다.