• 한국전자통신학회논문지
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• 제18권5호
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• pp.853-858
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• 2023

건설 산업에 다양한 종류의 로봇들이 활용되고 있다. 특히, 일관된 작업의 품질을 보장할 수 있는 미장 자동화에 적용할 수 있는 로봇에 관한 관심이 높다. 이에 본 논문에서는 wheel을 기반으로 미장 자동화를 위한 로봇 플랫폼을 제안한다. 실험을 통해 우리는 설계한 로봇을 이용하여 wheel의 공기압에 따른 표면 압력을 측정하였다. 그 결과, 설계한 로봇은 무른 모르타르 위에서 휠당 균일하고 낮은 압력으로 미장 작업이 가능할 것임을 확인할 수 있었다.

• 한국건축시공학회지
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• 제11권4호
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• pp.333-344
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• 2011

최근 주택 건설은 양적으로 팽창하면서 신공법, 신소재의 개발로 품질에 많은 발전을 하고 있으나 공동주택 공사 중 방바닥 미장은 인력난과 공기단축을 해결하기 위해 기계화 시공을 함으로서 방바닥 미장의 크랙발생 및 들뜸 현상으로 인한 하자 발생으로 경제적, 시간적 낭비가 많다. 공동주택 바닥미장의 균열은 재료적인 측면에서 볼 때 사용재료의 구성과 시공정도, 양생, 보양방법에 따른 각 요인이 복합적으로 작용하여 발생된다. 그러나 재료적인 측면에서 위 요인들을 제어하여 균열을 부분적으로 억제할 수 있으나 근본적인 균열방지는 불가능하다. 균열의 발생을 억제하기 위해서는 바닥미장 균열의 발생원인과 균열 저감기술에 대한 논리적인 분석이 필요하다. 따라서 본 연구에서는 바닥미장 균열의 원인과 근본적인 억제를 위한 균열차단막의 메커니즘을 분석하고자 한다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2008년도 추계 학술논문 발표대회
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• pp.17-20
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• 2008

This study investigated the fundamental properties and cracking shapes of mortar for the floor after Mock-up test with FRP as wastes of crafts. For the flowability of fresh mortar without FRP, it was favorable compared with fresh mortar using FRP, and the drop time at O-Lot was similar to the flowability. For the compressive strength of fresh mortar with FRP, it was increased about 10% compared with plain. The flexible strength was also increased on fresh mortar with FRP. On the cracking shape, there was many penetrated crack in all directions on plain. In the case that FRP was used, it seemed to have excellent resistance to the crack occurrence because there was no directive crack at a limited part.

• 한국정밀공학회지
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• 제16권8호
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• pp.38-45
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• 1999

The 2-trowel type concrete floor finishing robot can move in any direction by adjusting the posture or trowels without any wheels. Since the quality of the smoothed and polished concrete floor is determined by plastering speed, we need to control the velocity of the robot. However, we cannot use the typical motion control method because it is very difficult to measure the velocity of the robot, in contrast to the mobile robots with wheels. To overcome this difficulty, the following are studied in this paper: we found that the robot dynamics has the disturbance depending on its translational speed, and showed that there exists the saturated velocity of the robot which is set by the posture of the trowels, and obtained the relationship between the saturated velocity and the posture in the translation. The result enables us to control the motion of the robot only by adjusting the posture of trowels without measuring the velocity of the robot. Currently, we built the troweling robot and are experimenting its performance with the proposed motion control method.

• 한국농공학회논문집
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• 제48권4호
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• pp.15-22
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• 2006

This study was conducted by the slump test and the consistency test of the cement mixed soil which is soil mixed with cement to investigate and estimate the difficulty degree of work and the proper water content. So I would like to present the fundamental data that establish the work standard of the cement mixed soil. In conclusion, in this study the slump value of the cement mixed soil increases over-all according to the increase of the water content although it has a little difference of the increase range and it is smaller than one of the soil. It is estimated that the aggregating and throwing work of the cement mixed soil which is mixed with 6% and 9% cement would be fine when it has the $25%{\sim}27%$ water content and the wall plastering work is the $30%{\sim}32%$ and the floor plastering work is the $30%{\sim}35%$ and the flowing and pouring work is the $40%{\sim}42%$ water content as well as the mold compacting work is the 20%.

• 한국농공학회논문집
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• 제58권1호
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• pp.53-59
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• 2016

This study was conducted by the slump test and the consistency test of the fiber mixed soil which is soil reinforced with fiber as a reinforced material to investigate and estimate the difficulty degree of work and the proper water content. So I would like to present the fundamental data that establishes the work standard of the fiber mixed soil. In conclusion, in this study the slump value of the fiber mixed soil increases over-all according to the increase of the water content although it has a little difference of the increase range and it is smaller than one of the soil. It is estimated that the aggregating and throwing work of the fiber mixed soil would be fine when it has the about 25 % water content and the wall and floor plastering work is the about 30 % ~ 35 % and the flowing and pouring work is the about 40 % water content as well as the mold compacting work is the about 20 %. There is no decreasing of the workability when the soil is reinforced by the fiber because the workability characteristics of the fiber mixed soil is similar to the one of the soil. Therefore, It is estimated that using the fiber as a reinforced material of soil would be appropriate for the construction.

• 토지주택연구
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• 제10권3호
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• pp.77-87
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• 2019

In Korea, the modular construction method was applied to the construction of facilities such as military barracks and school dormitories, beginning with the pilot project of Seoul New Elementary School in 2003. In 2017, public modular houses were supplied to Busan(Yongho-dong) and Seoul(Gayang-dong), and modular housing is expected to continue to be supplied in the future. However, there is no clear construction standard for the modular housing construction yet, and there are few cases where the infill modular system is applied. Therefore, this study established the work breakdown structure and proposed a standard process focusing on the infill modular system applied to the construction of Dujeong-dong modular house in Cheonan. Level 1 of the work breakdown structure by construction stage of Infill modular was defined as modular manufacturing, assembly, and finishing process. Level 2 was defined as preparation, modular production, modular infill, modular fixing, floor plastering, building finishing, and other site finishing. Level 3 is defined as 57 detailed unit work of infill modular construction. The standard process of infill modular is proposed for the assembly stage that is commonly applicable to infill modular housing construction. The results of this study can be used for the process plan, transportation plan, lifting plan of modular housing construction.

• 한국산학기술학회논문지
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• 제18권11호
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• pp.110-117
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• 2017

다수의 고층 주거 건물을 건설하는 공동주택 프로젝트에서 마감 공종은 단위세대마다 반복적으로 시공되므로 자원이 연속적으로 투입되도록 공정관리가 이루어지면 품질을 확보하면서 공기를 단축하고 공사비를 절감할 수 있다. Bar Chart, CPM, LOB와 같은 공정관리 기법은 반복 작업에 대한 표현과 적용의 한계점으로 인하여 공동주택 마감공사에 사용하기에는 적합하지 않다. 또한 택트 기반 공정관리 기법은 반복 공종의 작업 흐름을 일정하게 유지하기 어려울 뿐만 아니라 지속적으로 필요한 자원을 할당하기 위해서는 상당한 노력과 전문 시공업체의 협조를 필요로 한다. 공동주택의 마감공사는 벽체조성공사, 마감바탕공사, 바닥미장공사, 최종마감공사 순으로 진행되고, 각 공사에는 작업 방법, 작업 공간, 자원 생산성 등과 관련하여 다양한 특성을 가지는 하위 개념의 반복 공종들이 존재한다. 이 반복 공종들의 작업이 동기화되거나 마지막 작업구역에서 수렴되도록 하면 공정관리의 목표가 유효하게 달성될 수 있다. 따라서 본 연구는 공동주택의 단위세대에서 시공되는 작업들의 순서 관계, 작업 유형 분류 및 관리 방법, 자원의 연속적인 투입을 위한 시공속도와 작업구역 등의 요소들을 고려하여 마감공사를 위한 공정 계획 프로세스를 제시하고자 한다.