• 한국기계기술학회지
• /
• 제13권3호
• /
• pp.65-71
• /
• 2011

The concrete mixer truck which is in charge of raw materials in civil engineering construction of the concrete loading, transport, placement, is used $6m^3$, $7m^3$ class in domestic(Korea). But in the case of the international construction fields are utilized $9m^3$ or above class because of the large-scale engineering and construction circumstances. In this paper, to develop a large $9m^3$ class mixer drum and the mixer drum in order to complement the technical and discharge that is responsible for stirring the blades by applying optimal design through implementation of the optimal shape of the concrete in the drum maintenance and placement of high-quality effects on increasing discharge such as advanced conventional drum mixer is to secure and differentiated technology. Large, heavy weight in development and uphold the drum mixer vehicle sub-frame is required to settle the design of the existing class mixer drum frames per $6m^3$ changed to account for changes in slope and length using CATIA V5 3D modeling work was performed.

• Structural Monitoring and Maintenance
• /
• 제6권2호
• /
• pp.161-171
• /
• 2019

There have been a few checking frameworks intended to ensure and improve the nature of their regular habitat. The greater part of these frameworks are constrained in their capacities. In this paper, the insightful checking framework intended for debacle help and administrations has been exhibited. The ideal administrations, necessities and coming about plan proposition have been indicated. This has prompted a framework that depends fundamentally on ecological examination so as to offer consideration and security administrations to give the self-governance of indigenous habitats. In this sense, ecological acknowledgment is considered, where, in light of past work, novel commitments have been made to help include based and PC vision situations. This epic PC vision procedure utilized as notice framework for avalanche identification depends on changes in the normal landscape. The multi-criteria basic leadership strategy is used to incorporate slope data and the level of variety of the highlights. The reproduction consequences of highlight point discovery are shown in highlight guide coordinating toward discover steady and coordinating component focuses and effectively identified utilizing these two systems, by examining the variety in the distinguished highlights and the element coordinating.

• 한국건설관리학회:학술대회논문집
• /
• 한국건설관리학회 2003년도 학술대회지
• /
• pp.379-382
• /
• 2003

공사시 콘크리트는 온도와 습도 등 알맞은 환경을 유지해야만 제 강도를 발휘할 수 있으나 주변환경은 일정하지 않고 많은 변수를 내포하고 있다. 더욱이 우리나라는 겨울철과 여름철의 온도차이가 심한 지역으로 특히나 기후적 요소가 변수에 많은 부분을 차지하고 있다. 여름철은 콘크리트 공사시 그다지 어려움이 없지만 겨울철에는 $-4^{\circ}C$이하로 내려가는 등 기후환경으로 인한 공사 저해요인으로 공사 진행에 차질이 생긴다. 그러나 공사는 계획된 공정대로 진행되어져야 한다. 그러므로 동절기 콘크리트 공사는 기후적 변수등의 저해요인을 특별관리를 하여 품질확보에 만전을 기해야 한다. 무엇보다 콘크리트 타설 후 소요기간까지 경화에 필요한 온도, 습도조절을 유지하며, 유해한 작용의 영향을 받지 않도록 충분히 양생하여야 쟤 강도를 발휘하는 만큼 양생과정은 중요하다. 그러면 양생방법은 환경조건 둥 각각의 상황에 따라 정해지는데, 본 논문에서는 현장에서 이루어지는 양생과정의 분석을 통해 양생법에 대해 고찰해보고 문제점을 예상하여 개선방안을 제시 하고자 한다.

• 한국지반공학회논문집
• /
• 제18권5호
• /
• pp.67-72
• /
• 2002

포장내의 흙들의 함수비는 강우, 온도 등의 기후적 요인에 따라 계절적으로 변화한다. 그것은 강우로인한 동수경사가 습기의 흐름을 유발하고, 온도변화로 인한 온도경사가 직.간접적으로 열흐름뿐만아니라 습기의 흐름을 유발하기 때문이다. 포장내의 흙들은 보통 불포화상태로 존재한다. 그리고 열의 흐름과 습기의 흐름은 상호간에 복잡한 작용을 하는 복합적인 과정들로 인식되어 왔다. 이 논문은 불포화토내의 복합적인 열의 흐름과 습기의 흐름에 대해 유한요소법을 이용한 하나의 일차원적 분석모델을 제시한다. 이 모델은 온도와 함수비 변화뿐만아니라 시간에 따른 동상을 예측하기 위하여 사용될 수 있다. 온도 및 함수비의 변화 그리고 동상의 예측은 포장의 설계 및 유지관리를 위해 의미 있는 일이 될 것이다. 이 모델은 다른 모델의 결과들과 비교를 통해서 검증된다.

• 한국조경학회지
• /
• 제45권4호
• /
• pp.81-91
• /
• 2017

본 연구는 효과적인 치유정원 계획에 필요한 치유정원 계획요소의 체계를 세우기 위해 선행 연구문헌을 종합 분석하여 치유정원 계획분야와 계획요소를 도출하고, 전문가 설문을 통하여 치유정원 계획요소의 중요도를 평가하였다. 연구결과는 다음과 같다. 첫째, 5개 계획분야와 19개 계획요소를 도출하였으며, 그 내용은 다음과 같다. $\LARGE{\cdot}$ 계획분야: 물리적 환경, 사회적 환경, 인지적 환경, 기능적 환경, 심리적 환경 $\LARGE{\cdot}$ 계획요소: 식물식재, 정원경관, 수경공간, 그늘공간, 작업공간, 레크레이션공간, 커뮤니티공간, 운동공간, 랜드마크요소, 사인시스템, 안전한 시설물과 재료, 재해안전시설, 유니버설디자인, 접근이 쉬운 동선, 경제적 유지관리, 시각적 개방성, 프라이버시 보장, 휴식공간의 다양성, 예술적 요소 둘째, 계획요소의 중요도 순위 분석 결과, 상위요소로 1순위는 식물식재, 2순위는 재해안전시설, 3순위로는 휴식공간의 다양성이 차지하였고, 하위요소로 예술적 요소와 랜드마크 요소가 각각 18위와 19위로 나타났다. 셋째, 계획요소의 중요도 수준을 평가하여 3개의 그룹으로 분류하였으며, 가장 중요한 A그룹은 식물식재, 재해안전시설이 포함되었고, 다음으로 중요한 B그룹은 휴식공간의 다양성, 커뮤니티공간, 수경공간, 유니버설 디자인, 안전한 시설물과 재료, 경제적 유지관리, 접근이 쉬운 동선, 프라이버시 보장, 정원경관, 작업공간, 시각적 개방성이 포함되었으며, 상대적으로 덜 중요한 C그룹은 그늘공간, 운동공간, 레크레이션공간, 사인시스템, 예술적 요소, 랜드마크 요소가 포함되었다. 그룹의 중요도 1순위의 2개 요소는 치유정원 계획 시에 필수적으로 적용되어야할 요소로 판단되며, 2순위의 11개 요소는 중요하게 고려되어야 하는 요소로 해석된다. 또한, 3순위의 6개 요소는 상대적으로 낮은 중요도 수준을 보여 치유정원 계획 시 설계자가 임의적으로 선택할 수 있는 요소로 판단된다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제22권4호
• /
• pp.1-9
• /
• 2018

일반적인 플랜트 산업에서의 파이프라인은 지지형식으로만 구조설계를 하고 있으며 시공방법이 용접에 의한 단순접합방법을 선호하고 있다. 그러나 플랜트 산업 특성상 용접 불꽃에 의한 화재발생시 매우 위험함으로 통상적인 고장력 볼트 접합을 단순화하여 내진성능이 확보되는 파이프랙 접합방식을 개선하는 연구이다. 연구결과 H-Beam 대 H-Beam의 접합기술의 향상과, 내진성능이 향상된 파이프랙 구조기술 개발, 파이프랙 제작 및 설치 시간 단축 기술 개발, 다양한 방법의 철 구조물 설치 기술 개발, 적용분야 확대에 따른 기술의 접근성 향상이라는 효과를 얻을 수 있다. 경제적 측면에서는 기존 파이프랙 공법에 비해 현장설치 공정 축소로 인건비 및 장비비 절감 효과를 기대할 수 있으며, 자재비의 경우 H-Beam 연결을 위한 고장력 볼트의 수량 감소효과 대비 대량생산을 위한 금형비용 발생으로 원가가 절감될 수 있다. 안정성 측면에는 기존의 현장설치에서 나타났던 다소 큰 위험성 요소를 최소화시킬 수 있는 공장제작 공정을 통해 접합 작업자의 안정성을 증대시킬 수 있을 것으로 판단된다.

• 한국응급구조학회지
• /
• 제15권1호
• /
• pp.5-23
• /
• 2011

Objective : This study grasps specific task on paramedics who plays a great role in the emergency scene, thereby eliciting definition of job called paramedics and analyzing occupation by DACUM method. Thus, the aim is to suggest working-level guidelines on the task of paramedics. Methods : It targeted paramedics who are working at hospitals, fire stations, and industries in Seoul and Gyeonggi area from Oct. 11, 2010 to Nov. 30. A total of 608 copies of questionnaire were analyzed by DACUM method. A research tool on occupational analysis consisted of 8 pieces for duty, 43 pieces for task, and 149 pieces for task elements. In order to survey performance frequency, importance, and difficulty by element, each task was developed by this research team, and each task was analyzed and finally elicited through workshop of DACUM method. Results : The occupational definition of paramedics, which was defined through this DACUM, was elicited as 'professional job of performing emergency medical care on the scene, during transferring, or within medical institution in order to maintain life and prevent wound deterioration, targeting a person who is put in emergency situation.' Task element, whose performance frequency was indicated to be the highest, was in order of checking mental status($2.76{\pm}0.497$), checking vital signs($2.70{\pm}0.578$), and airway/c-spine immobilization($2.69{\pm}.546$). Especially, defibrillation stood at $2.23{\pm}.655$ points. Task element, whose performance frequency was low, was in order of caring sexual abuse victims($1.32{\pm}0.563$), performing cricothyrotomy($1.36{\pm}0.618$), and caring cardiac arrest victims($1.40{\pm}0.636$). Importance of task was in order of airway/c-spine immobilization ($2.88{\pm}0.338$), maintenance of respiration($2.88{\pm}0.351$), caring cardiac arrest victims($2.87{\pm}0.349$), and performing CPR($2.87{\pm}0.361$). Task element, whose importance is low, was indicated to be in order of enema($2.29{\pm}0.736$), urinary catheterization($2.35{\pm}0.664$), and nasogastric intubation($2.35{\pm}0.667$). Task element, whose difficulty was shown to be the highest, was indicated to be in order of caring cardiac arrest victims during pregnancy ($2.60{\pm}0.559$), caring cardiovascular injury($2.59{\pm}0.546$), and labor management($2.53{\pm}0.533$). Conclusion : Based on the results of this study, the job performance work table(Dacom chart) of paramedics is suggested to be used, thereby being applied to development in education and curriculum of paramedics. It is necessary to evaluate usefulness of the job performance work table by estimating effect of education for paramedics based on the job performance work table of paramedics.

• Structural Monitoring and Maintenance
• /
• 제5권2호
• /
• pp.205-229
• /
• 2018

Energy induced by minor earthquake and micro vibration cannot be dissipated by traditional buckling-restrained braces (BRBs). To solve this problem, a new type of hybrid passive control device, named as VE-BRB, which is configured by a BRB with high-damping viscoelastic (VE) layers, is developed and studied. Theoretical analysis, performance tests, numerical simulation and case analysis are conducted to study the seismic behavior of VE-BRBs. The results indicate that the combination of hysteretic and damping devices lead to a multi-phased nature and good performance. VE-BRB's working state can be divided into three phases: before yielding of the steel core, VE layers provide sufficient damping ratio to mitigate minor vibrations; after yielding of the steel core, the steel's hysteretic deformations provide supplemental dissipative capacity for structures; after rupture of the steel core, VE layers are still able to work normally and provide multiple security assurance for structures. The simulation results agreed well with the experimental results, validating the finite element analysis method, constitutive models and the identified parameters. The comparison of the time history analysis on a 6-story frame with VE-BRBs and BRBs verified the advantages of VE-BRB for seismic protection of structures compared with traditional BRB. In general, VE-BRB had the potential to provide better control effect on structural displacement and shear in all stages than BRB as expected.

• 한국실내디자인학회논문집
• /
• 제22권1호
• /
• pp.47-54
• /
• 2013

For the office work environmental design, the importance of the design management is increased to improve operation efficiency as well as the aesthetic environmental implementation of the function today. Lighting is a required element ineffective operation environment. It has become more important for the aesthetic, economic, and practical reasons, to consider the luminous environment and the lighting of visual tasks separately. When the brightness is insufficient, productivity deteriorates, and the layout of the lighting located by mistake causes the fatigue of eyes. Productivity rises to office in a large number of studies so as satisfaction is low in general in the dark office, and to be bright. Therefore the purpose of this research is to suggest the right direction of lighting design of office building area. 11newly renovated office buildings are selected for this luminous environment research. We could conclusions as following through this research. First, it was planned brighter than the recommended lighting level in the most space. It shows that the accurate lighting design criteria is needed in order to achieve proper lighting environment. Second, the application of the LED lighting fixtures is continuously increased in the recent office lighting environment. It is explained that it is applied for reasons of the electrical energy reduction and the maintenance efficiency with the long life time. Third, the consideration of the lighting plan for the difference of working types is not enough. with various communication configuration through an independent plan, and the effective lighting plan that appropriateness preparation design and energy saving area vailable must be applied. Fourth, the lighting environment of the lobby needs a specialized lighting plan as are presentative space of the building.

• Structural Monitoring and Maintenance
• /
• 제5권1호
• /
• pp.151-171
• /
• 2018

Transmission tower-line systems are commonly slender and generally possess a small stiffness and low structural damping. They are prone to impulsive excitations induced by cable rupture and may experience strong vibration. Excessive deformation and vibration of a transmission tower-line system subjected to cable rupture may induce a local destruction and even failure event. A little work has yet been carried out to evaluate the performance of transmission tower-line systems in mountain areas subjected to cable rupture. In addition, the control for cable rupture induced vibration of a transmission tower-line system has not been systematically conducted. In this regard, the dynamic response analysis of a transmission tower-line system in mountain areas subjected to cable rupture is conducted. Furthermore, the feasibility of using viscous fluid dampers to suppress the cable rupture-induced vibration is also investigated. The three dimensional (3D) finite element (FE) model of a transmission tower-line system is first established and the mathematical model of a mountain is developed to describe the equivalent scale and configuration of a mountain. The model of a tower-line-mountain system is developed by taking a real transmission tower-line system constructed in China as an example. The mechanical model for the dynamic interaction between the ground and transmission lines is proposed and the mechanical model of a viscous fluid damper is also presented. The equations of motion of the transmission tower-line system subjected to cable rupture without/with viscous fluid dampers are established. The field measurement is carried out to verify the analytical FE model and determine the damping ratios of the example transmission tower-line system. The dynamic analysis of the tower-line system is carried out to investigate structural performance under cable rupture and the validity of the proposed control approach based on viscous fluid dampers is examined. The made observations demonstrate that cable rupture may induce strong structural vibration and the implementation of viscous fluid dampers with optimal parameters can effectively suppress structural responses.