• 한국건설관리학회논문집
• /
• 제12권6호
• /
• pp.14-21
• /
• 2011

모듈러 공법은 전체공정의 50%~90%를 공장에서 제작하여 이를 운반하여 현장에서 설치하는 공법이다. 이 공법은 현장에서 공정을 최소화하고 공장에서 작업을 극대화하여 공기를 단축하고 품질을 향상시킬 수 있다. 모듈러 공법으로 시공하면, 사용연한이 지나 건축물 철거시 일부 또는 전체를 재사용이 가능하기 때문에 건축폐기물까지 줄일 수 있는 친환경적인 공법이라고 할 수 있다. 이 모듈러 공법은 최근 수요가 증가하는 소형주택과 한국전쟁 당시 지어진 전방의 노후화된 병영시설의 교체에 적합한 공법이다. 경량철골을 사용한 모듈러 공법의 국내 시공 사례는 2003년 신기초등학교를 시작으로 군 병영시설에 확대 적용되고 있지만 아직까지 시장 초기단계이다. 따라서 범용 적으로 활용이 가능한 모듈 유닛의 표준과 공정의 표준정립이 시급한 상태이다. 본 연구에서는 기존 독신숙소의 신축 사례를 바탕으로 1인 숙소를 표준 모듈로 가정하고 모듈의 공장제작, 운반, 현장설치의 모듈러 공법의 최단 공사기간내의 최소 공사비 투입이 가능한 표준 공정을 제안하고자 한다. 공장에서 완성품을 제작하는 것이 가장 합리적이지만 운반시 하자발생을 감안한다면 공장제작비율 80%일 때 가장 합리적인 것으로 도출 되었다.

• 한국주거학회논문집
• /
• 제18권4호
• /
• pp.27-35
• /
• 2007

The use of light steel framing as a method of house construction has increased significantly throughout Japan, United States and Europe. Industrialized unit method are prevailing in developed countries. Unit modular house industry has supported an intensive technical development, and housing systems are now available, which are highly adaptable in form and use. Unit modular house have their own merits and demerits, but the more crucial aspect is that the constant design standard should be applied in each design procedure. It entails the necessity of industrial housing development on the open system basis. This paper describes the general forms of factory product system of unit modular housing system in Korea, United States, Japan. And this study attempts to propose the unit factory product system of which the rate of pre-fabrication is the biggest, that can cope with the demand of user on the basis of open-system.

• 한국건설관리학회논문집
• /
• 제15권1호
• /
• pp.78-86
• /
• 2014

유닛 모듈러 공법은 공장생산에 의한 공기단축, 품질관리, 친환경성 등 기존공법과 다른 다양한 특징을 가지고 있다. 이러한 특징에도 불구하고 현재 국내에서는 군 병영시설, 학교, 소형주택에만 제한적으로 적용되고 있다. 본 연구에서는 모듈러 공법의 시장 확대 및 활성화를 위해 공동주택을 중심으로 특성요인들에 대한 중요도 및 기술수준을 IPA 기법을 통해 분석하여, 모듈러 시장의 활성화 방안을 제시하였다. 분석결과 유닛 모듈러 공법을 공동주택 시장에 적용함에 있어 사용성 및 경제성 측면의 특성요인들이 중요하게 평가되었으나, 현재 기술수준은 상대적으로 중요도가 낮은 시공성 측면의 특성요인들이 높게 나타났다. 유닛 모듈러 공법을 공동주택 시장에 적용하기 위해서는 시공성 측면의 높은 기술수준을 바탕으로 사용성, 경제성 측면의 특성요인에 대한 보다 집중적인 연구 개발이 필요할 것이다.

• 산업경영시스템학회지
• /
• 제35권4호
• /
• pp.16-23
• /
• 2012

At present, the significance of a new manufacturing system that can shift from 'mass production' and consider life cycles of a product is pointed out and extremely expected. In such a situation, it is recognized that the modular design, often called 'unit design,' is the important design methodology which realizes the new production system enabling 'cost reduction,' 'flexible production of a multi-functional artifact,' 'settlement of an environmental issue,' and so on. A module (unit) of a product is generally defined as 'the parts group made into the sub-system from a certain specific viewpoint.' So far, there have been many researches related to the modular design. However, they are often limited to a certain viewpoint (objective). This paper proposes a simple but effective method for multi-objective modular design. In the proposed method, a new design metric, called similarity index, is proposed to evaluate the modular design candidates from the multiple viewpoints.

• 한국지진공학회논문집
• /
• 제25권4호
• /
• pp.153-160
• /
• 2021

The connection of the steel structure serves to transmit external forces to the main components. The same is true for the behavior of modular systems composed mainly of steel or composite members. In this study, the joint performance of the composite and steel modules proposed was evaluated. The analytical models of the two joint types were constructed and were subjected to cyclic loading to assess the safety and the energy dissipation capacity of the joint types. The analysis results of the joints showed that the joints of the modular systems remain stable when the joint rotation reached the seismic performance limit state of the 0.02 rad required for steel intermediate moment frame. It was also observed that the joint of the composite modular system showed higher energy dissipation capacity compared with the steel modular system.

• 전기학회논문지
• /
• 제62권8호
• /
• pp.1108-1114
• /
• 2013

This paper presents a new winding topology for MW class offshore wind generator having modular and dual 3-phase. Based on proposed simplified relationship between magnetic flux and phase current in the air gap, several new windings for modular and dual 3-phase are made. In case of one inverter operation or faulty operation, the proposed model can have balanced 3-phase induced voltage whereas the conventional generator with modular winding has unbalanced induced voltage, which can be important issue in offshore generator. The model was applied into 6MW prototype machine with dual 3-phase. Using finite element analysis, induced voltage, inductance were investigated. The results show that the proposed modular winding can be applicable to dual inverter system with electrically balanced voltage.

• 대한산업공학회지
• /
• 제36권1호
• /
• pp.22-31
• /
• 2010

In R&D project evaluation, we consider the technical couple. And we set technology modular alternatives, after evaluating technical group based on technical couple. So we solve the problem extracted from existing research of R&D project evaluation. We use Conjoint Analysis(CA) for this research. CA is usually used for confirming customers' preference. However we use it for researchers' preference in the side of technology. This research is followed by the next 4 steps. (1) Hierarchical model of goal technology (2) Composition model of modular alternatives (3) Evaluation model of modular alternatives (4) Setting model of technology modular alternatives.

• Structural Engineering and Mechanics
• /
• 제16권4호
• /
• pp.441-468
• /
• 2003

This paper investigates the structural behavior of modular falsework system under sequential pattern loads. Based on the studies of 25 construction sites, the pattern load sequence modeling is defined as models R (rectangle), L and U. The study focuses on the system critical loads, regions of largest reaction forces, discrepancy between the pattern load and the uniform load, and the warning-system plan. The analysis results show that the critical loads of modular falsework systems with sequential pattern loads are very close to those with the uniform load used in design. The regions of largest reaction forces are smaller than those calculated by the uniform load. However, the regions of largest reaction forces of three models under sequential pattern loads can be considered as the crucial positions of warning-system based on the measured index of loading. The positions of the sensors for the warning-system for these three different models are not identical.

• 전력전자학회논문지
• /
• 제21권1호
• /
• pp.49-57
• /
• 2016

A modular multilevel converter is widely adapted for a high-voltage direct current power transmission system. This study proposes a design methodology for a novel digital control that mitigates the negative effects caused by time delay, including communication transport delay for a modular multilevel converter. The modeling and negative effect of time delay are analyzed theoretically in a frequency domain, and its compensation methodology based on an inverse model is described fully with practical considerations. The proposed methodology is verified through several simulation results using a modular 21-level converter system.

• 국제학술발표논문집
• /
• The 9th International Conference on Construction Engineering and Project Management
• /
• pp.571-578
• /
• 2022

Modularization in a high-rise building is different from a small building, as it is exposed to more lateral forces like wind and earthquakes. The integrity, robustness, and overall stability of the modules and their performance is based on the joining techniques and strong structural systems. High lateral stiff construction structures like concrete shear walls and frames, braced steel frames, and steel moment frames are used for the stability of high-rise modular buildings. Similarly, high-rise stick-built buildings have concrete cores and perimeter frames for lateral load strength and stiffness. Methods for general steel-concrete connections are available in many works of literature. However, there are few modular-related papers describing this connection system in modular buildings. This paper aims to review the various research and practice adopted for steel-to-concrete connections in construction and compare the methods between stick-built buildings and modular buildings. The literature review shows that the practice of steel module-to-concrete core connection in high-rise modular buildings is like outrigger beams-to-concrete core connection in stick-built framed buildings. This paper concludes that further studies are needed in developing proper guidelines for a steel module-to-concrete core connection system in high-rise modular buildings.