• Proceedings of the Korean Society of Disaster Information Conference
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• 2022.10a
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• pp.85-86
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• 2022

화재 발생 시 많은 인명 및 재산피해가 발생하는 물류시설의 경우 이러한 화재안전성 강화가 필요하며 이를 위해서는 현장조사를 기반으로 하는 기초데이터 수집과 2D CAD및 적재 3D 모델링 데이터 구축 등 종합적인 화재안전 데이터가 필요하다. 이에 본 연구에서는 물류시설 화재안전성 강화를 위해 필요한 기반데이터를 제공하기 위하여 현장조사 데이터를 기반으로 화재안전 DB를 구축하였다. 20개소 이상의 물류시설 현장 데이터를 조사한 결과 유지관리상태가 양호하거나 다소 미흡한 실태를 파악하였다. 이러한 현장 조사 데이터를 기반으로 화재안전정보를 도면화하고 이를 3D 모델링을 통한 데이터셋을 구축하여 화재안전관리 기술개발에 필요한 데이터를 수집 및 가공하여 제공하였으며, 이를 통해 향후 물류시설의 화재 안전성 및 위험도 관리 기술 개발을 위해 적극 활용할 예정이다

• Explosives and Blasting
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• v.40 no.4
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• pp.15-26
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• 2022

With the recent increase in old and dangerous buildings, the demand for technology in the field of structure demolition is rapidly increasing. In particular, in the case of structures with severe deformation of damage, there is a risk of deterioration in stability and disaster due to changes in the load distribution characteristics in the structure, so rapid structure demolition technology that can be efficiently dismantled in a short period of time is drawing attention. However, structural deformation such as unauthorized extension or illegal remodeling occurs frequently in many old structures, which is not reflected in structural information such as building drawings, and acts as an obstacle in the demolition design process. In this study, as an effective way to overcome the discrepancy between the structural information of old structures and the actual structure, access to actual structures through 3D modeling was considered. 3D point cloud data inside and outside the building were obtained through LiDAR and drone photography for buildings scheduled to be blasting demolition, and precision matching between the two spatial data groups was performed using an open-source based spatial information construction system. The 3D structure model was completed by importing point cloud data matched with 3D modeling software to create structural drawings for each layer and forming each member along the structure slab, pillar, beam, and ceiling boundary. In addition, the modeling technique proposed in this study was verified by comparing it with the actual measurement value for selected structure member.