• Title/Summary/Keyword: 조립 블록

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Assembly Performance Evaluation for Prefabricated Steel Structures Using k-nearest Neighbor and Vision Sensor (k-근접 이웃 및 비전센서를 활용한 프리팹 강구조물 조립 성능 평가 기술)

  • Bang, Hyuntae;Yu, Byeongjun;Jeon, Haemin
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.35 no.5
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    • pp.259-266
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    • 2022
  • In this study, we developed a deep learning and vision sensor-based assembly performance evaluation method isfor prefabricated steel structures. The assembly parts were segmented using a modified version of the receptive field block convolution module inspired by the eccentric function of the human visual system. The quality of the assembly was evaluated by detecting the bolt holes in the segmented assembly part and calculating the bolt hole positions. To validate the performance of the evaluation, models of standard and defective assembly parts were produced using a 3D printer. The assembly part segmentation network was trained based on the 3D model images captured from a vision sensor. The sbolt hole positions in the segmented assembly image were calculated using image processing techniques, and the assembly performance evaluation using the k-nearest neighbor algorithm was verified. The experimental results show that the assembly parts were segmented with high precision, and the assembly performance based on the positions of the bolt holes in the detected assembly part was evaluated with a classification error of less than 5%.

The Model Test on Load Reduction Effect of Caps Foundation Method (캡스기초공법의 하중경감효과에 관한 모형시험)

  • Park, Jong-Man;Kang, Chi-Gwang;Kwak, Jung-Min;Han, Sang-Ho
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.11
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    • pp.479-486
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    • 2019
  • The caps foundation method can reduce the load of a building by using the arching effect, but verification of the method is still insufficient. In this paper, a model test was performed to quantitatively prove the load reduction effect by this method. The test was carried out using six conditions according to the size of caps foundation block and the area of the loading plate. The test results show that the earth pressure was the highest at the position closest to the loading point regardless of the size of caps foundation block and the area of the loading plate. At the highest earth pressure position, when the loading plate area was 30 cm × 30 cm, the earth pressure of a small block was reduced by 35.4% on average, and that of a big block was reduced by 39.7% compared to the pressure with no block. When the loading plate area was 60 cm × 60 cm, the earth pressure of the small block was reduced by 33.9% on average, and the earth pressure of the big block was reduced by 42.7%. Therefore, if the caps foundation method is applied, the load will be reduced by more than 33% for a small block and 39% for a big block.

A Study on the Fundamental Performance of a Lego Block System for Road Recovery (도로복구를 위한 레고식 차도블록 시스템의 기초성능에 관한 연구)

  • Lim, Sunwoo
    • Journal of the Society of Disaster Information
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    • v.13 no.2
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    • pp.191-198
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    • 2017
  • Lego block system forms a temporary pavement area using the assembled structure block in the road excavation work for the maintenance and installation of facilities. This system was developed for a safe passage of vehicles and pedestrians. A study on the fundamental performance of a lego block system was performed through material quality, sliding resistance and compression tests. And compaction performance of ground on the road was reviewed and evaluated through field tests. As a result, a lego block system for road recovery showed the excellent performance and compaction effect.

Eco-Friendly Interlocking Stabilized Soil Blocks for Urban Housing-Vulnerable Communities : A Community-Participatory Approach in Indonesia (도시 주거 취약층을 위한 친환경 조립형 흙블록 건축재 개발 - 인도네시아 주민 공동체의 참여적 접근 사례 -)

  • Park, Jaehyeon;Mulia, Jasri;Setiawan, Fajar
    • Journal of Appropriate Technology
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    • v.6 no.2
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    • pp.115-125
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    • 2020
  • Housing issues such as mushrooming slums remain as chronic in most developing countries. Due to the state's restrained capacity, the housing-vulnerable's self-help approaches have been increasingly inevitable and vital for addressing the housing issues. However, there are still two challenges: securing good quality with economic efficiency, and climate change mitigation and adaptation. This study aims at doing an architectural experiment by developing and educating the production of eco-friendly interlocking stabilized soil bricks (ISSB) by employing vernacular materials and technologies for housing-vulnerable communities in Indonesia. In collaboration with a local architectural NGO, the study features a co-creation workshop in which 40 evicted households participate in the whole process. Soil analysis, mixed design, compression tests, and economic analysis are carried out. This paper illustrates that ISSB also has a high potential as an alternative to a burned brick or a cement block. The application of ISSB to self-help housing is expected to have socioeconomic and environmental effects, thereby facilitating the housing-vulnerable's self-help approaches and contributing to addressing the housing challenges in Indonesia.

A Study on the Environmentally Friendly Block (환경친화적 블록에 관한 연구)

  • Han, Woon-Woo;Lee, Kee-Se;Ahn, Tae-Bong
    • Journal of the Korean GEO-environmental Society
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    • v.6 no.3
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    • pp.63-72
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    • 2005
  • The characteristics of environmentally friendly block, roughness, erosion, stability and dissolved oxygen(DO) were investigated by hydraulic experiment. It was found that the roughness of A-block was lower than I block and A block was more stable to the variation of flow. So it is expected that A-block will be more effective to the channel flow. It was also found that the erosion of channel bed was very small or rarely occurred and stable in the case of 3-dimensional A-block filled with sand. And 3-dimensional A-blocks assembled with A-blocks were more stable against the flow force than I block because of the united force of A-blocks. When the bed of channel was paved with 3-dimensional A-blocks, DO was increased higher than I block. So it is expected that A-block will be more advantageous to underwater environment than I block.

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Simulations of Self-Assembled Structures in Macromolecular Systems: from Atomistic Model to Mesoscopic Model (고분자 자기조립 구조의 전산 모사: 원자 모델로부터 메조 스케일 모델까지)

  • Huh, June;Jo, Won-Ho
    • Polymer(Korea)
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    • v.30 no.6
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    • pp.453-463
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    • 2006
  • Molecular simulation is an exceptionally useful method for predicting self-assembled structures in various macromolecular systems, enlightening the origins of many interesting molecular events such as protein folding, polymer micellization, and ordering of molten block copolymer. The length scales of those events ranges widely from sub-nanometer scale to micron-scale or to even larger, which is the main obstacle to simulate all the events in an ab initio principle. In order to detour this major obstacle in the molecular simulation approach, a molecular model can be rebuilt by sacrificing some unimportant molecular details, based on two different perspectives with respect to the resolution of model. These two perspectives are generally referred to as 'atomistic' and 'mesoscopit'. This paper reviews various simulation methods for macromolecular self-assembly in both atomistic and mesoscopic perspectives.