• Title/Summary/Keyword: 철거

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Proposal for Safety Management of Formwork Construction Using IT Technology (IT 기술을 이용한 거푸집 동바리공사 안전관리 제안)

  • Jeon, Kyong-Deck;Shin, Seung-Jung
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.20 no.6
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    • pp.93-99
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    • 2020
  • In terms of construction work, the construction cost is lower than the importance of the construction, and since it is demolished after the completion of the construction, it is treated as a relatively small proportion compared to other construction types. Construction engineers who actually worked on the site talk about the safety of the construction work as the most important work of the various processes to ensure the quality and safety of the construction work. However, it is also true that safety management is difficult for temporary construction because various types of temporary materials are installed at various sites at the same time as construction progresses, and the main construction is carried out using them. Safety accidents in construction work are not much different even if they are carried out in temporary construction. The importance and safety of construction work cannot be neglected in view of the recent trend of large-scale construction, multi-purpose, excavation of large-scale underground spaces, and construction trends that are changing to skyscrapers. The purpose of this research is to secure the safety of Dongbar among the temporary materials used in construction work by using IT convergence technology, and to propose safety management to prevent safety accidents in the construction work.

The Distribution and Migration Boundary Lines of Oncorhynchus keta in the Milyang River (연어(Oncorhynchus keta)의 밀양강 분포 및 소상 한계선 파악)

  • Hong, Donghyun;Seong, Ki Baik;Ko, Eui-Jeong;Jung, Eunsong;Jo, Hyunbin;Joo, Gea-Jae
    • Korean Journal of Ecology and Environment
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    • v.53 no.4
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    • pp.445-452
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    • 2020
  • In this study, we carried out a distribution and migration boundary lines of chum salmon (Oncorhynchus keta) in the Milyang River. We measured the total length of dead chum salmons. As a results, 40 chum salmons were found during the study period, 25 dead salmons and 15 alive individuals. The ratio of female was 64%. We verified the migration boundary lines of chum salmons based on a sighting survey until detecting a structure that chum salmons are not able to migrate upstream. We discovered that chum salmons were not able to migrate up to 13 km in a mainstream of the Milyang River and up to 12 km in the Danjang stream (a tributary of the Milayang River) from upstream of the Yerim Bridge. Therefore, our results indicate that Milyang River should improve a river connectivity by demolishing weirs that disturb chum salmon's migration or installing appropriate fishways. Also, effective legislations are needed to retain naturality in spawning ground and micro-habitats to increase the survival rate of parrs and smolts.

DEM Construction and Spatial Analysis of the Planned Construction Site for Establishment of Housing Construction Planning (주택건설 사업계획 수립을 위한 공사 예정지의 DEM 구축 및 공간분석)

  • Park, Joon-Kyu;Lee, Keun-Wang
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.22 no.1
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    • pp.621-626
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    • 2021
  • In this study, data on the study site for apartment construction was acquired, and the quantity of construction waste was calculated using a drone and mobile 3D laser scanner. The accuracy of the drone was 0.034 to 0.064m in the horizontal and vertical directions, respectively, and the mobile 3D Laser Scanner showed an accuracy of 0.018 to 0.049m in the horizontal direction, respectively. These results suggest that it is possible to construct spatial information using a drone and mobile 3D laser scanner with a value within the allowable accuracy of 1:1,000 digital terrain. The volume of construction waste calculated using the mobile 3D laser scanner data was 70,797㎥. It was possible to calculate the volume on the side of the building or some facilities that appeared as shaded areas in the drone outcomes. In addition, modeling was performed for view analysis of the apartments scheduled to be constructed and the terrain-based modeling results of the surrounding buildings. In the future, data construction and accuracy evaluation using mobile 3D laser scanners will be conducted. In addition, additional research comparing existing methods and work processes will be carried out, and the efficiency of mobile 3D laser scanners in the field of spatial information construction can be presented.

Road Extraction from Images Using Semantic Segmentation Algorithm (영상 기반 Semantic Segmentation 알고리즘을 이용한 도로 추출)

  • Oh, Haeng Yeol;Jeon, Seung Bae;Kim, Geon;Jeong, Myeong-Hun
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.40 no.3
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    • pp.239-247
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    • 2022
  • Cities are becoming more complex due to rapid industrialization and population growth in modern times. In particular, urban areas are rapidly changing due to housing site development, reconstruction, and demolition. Thus accurate road information is necessary for various purposes, such as High Definition Map for autonomous car driving. In the case of the Republic of Korea, accurate spatial information can be generated by making a map through the existing map production process. However, targeting a large area is limited due to time and money. Road, one of the map elements, is a hub and essential means of transportation that provides many different resources for human civilization. Therefore, it is essential to update road information accurately and quickly. This study uses Semantic Segmentation algorithms Such as LinkNet, D-LinkNet, and NL-LinkNet to extract roads from drone images and then apply hyperparameter optimization to models with the highest performance. As a result, the LinkNet model using pre-trained ResNet-34 as the encoder achieved 85.125 mIoU. Subsequent studies should focus on comparing the results of this study with those of studies using state-of-the-art object detection algorithms or semi-supervised learning-based Semantic Segmentation techniques. The results of this study can be applied to improve the speed of the existing map update process.

Direction To Propel Efficient National Highway ITS According to Public and Private Traffic Information Sharing (공공 및 민간 교통정보 공유에 따른 효율적인 국도 ITS 추진방향)

  • Yoon, Young-Min
    • The Journal of the Korea Contents Association
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    • v.22 no.10
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    • pp.526-534
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    • 2022
  • In August 2014, the Ministry of Land, Infrastructure, and Transport (MOLIT) devised an innovative ITS measure in which private and public sectors share roles to maximize investment efficiency and effectiveness in collecting and offering traffic information that had been separately implemented by the state and private sector. The main details of the innovative measure include the following: For communication information, the information collected by the private sector is used, and the state concentrates on safety-related information collection, such as unexpected situations, including construction, accidents, and deteriorating weather conditions. Consequently, safety-related information is offered in real-time through smartphones and navigation, in addition to electric road signs that have limitations in providing unexpected real-time situations due to installation at specific spots. This study presented a connected traffic information priority coordination plan to improve the accuracy of traffic information offering by analyzing problems of related traffic information, including a general national highway case study to enhance the efficiency of national highway ITS implementation, according to actual public-private traffic information sharing. In addition, this study reviewed whether to operate or demolish the information collection equipment by analyzing traffic volume level and availability of related traffic information in the existing ITS operation sections and presented ITS collection equipment installation judgment standards based on the cases concerned.

An Experimental Study of Demountable Bolted Shear Connectors for the Easy Dismantling and Reconstruction of Concrete Slabs of Steel-Concrete Composite Bridges (강합성 교량의 콘크리트 바닥판 해체 및 재시공이 용이한 분리식 볼트접합 전단연결재에 관한 실험적 연구)

  • Jung, Dae Sung;Park, Se-Hyun;Kim, Tae Hyeong;Kim, Chul Young
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.42 no.6
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    • pp.751-762
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    • 2022
  • Welded head studs are mainly used as shear connectors to bond steel girders and concrete slabs in steel-concrete composite bridges. For welded shear connectors, environmental problems include noise and scattering dust which are generated during the removal of damaged or aged slabs. Therefore, it is necessary to develop demountable shear connectors that can easily replace aged concrete slabs for efficient maintenance and thus for better management of environmental problems and life cycle costs. The buried nut method is commonly studied in relation to bolted shear connectors, but this method is not used in civil structures such as bridges due to low rigidity, low shear resistance, and increased initial slip. In this study, in order to mitigate these problems, a demountable bolted shear connector is proposed in which the buried nut is integrated into the stud column and has a tapered shape at the bottom of an enlarged column shank. To verify the performance of the proposed demountable stud bolts in terms of static shear strength and slip displacement, a horizontal shear test was conducted, with the performance outcomes compared to those of conventional welded studs. It was confirmed that the proposed demountable bolted shear connector is capable of excellent shear performance and that it satisfies the slip displacement and ductility design criteria, meaning that it is feasible as a replacement for existing welding studs.

Modification of the Hyperbolic Method for Staged Fill (단계성토 시 쌍곡선법의 개선된 해석방법)

  • Jang, Suk-Myung;Han, Heui-Soo
    • The Journal of Engineering Geology
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    • v.32 no.4
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    • pp.513-523
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    • 2022
  • The purpose of settlement management when treating soft ground through preloading is to determine the amount of settlement, check the progression of consolidation, and compare the settlement with the target settlement amount. Of the various methods available for predicting settlement based on measured data, the hyperbolic method was used in this study to analyze the settlement behavior of soft ground considering the creep behavior resulting from staged fill. Two versions of the method were used: the existing hyperbolic method, and a modified hyperbolic method. The existing hyperbolic method predicts the settlement amount using data for the final settlement section only during soft ground treatment through staged fill, for which the coefficient of consolidation behavior (k) was computed to give a predicted final consolidation settlement amount of Sr = 1.05 cm. In comparison, using the modified method, a predicted final consolidation settlement of Sr = 0.50 cm is obtained by considering the data for each staged fill section. These results show that the modified method considering data from the staged settlement was more accurate than the existing method considering data only from the final settlement section. This modification to the hyperbolic method therefore represents an improvement in performance over the existing method.

A Comparison Analysis of Life Cycle Cost (LCC) of Pumps - In the Focus on Comparison of Excellent and General Products in Water Industry - (Pump의 생애주기 비용(LCC) 비교 분석 - 물산업 우수제품과 일반제품의 비교를 중심으로 -)

  • Park, Woopyung;Choi, Yong;Jeon, Si Young;Kim, Jinho;Kang, Seongmi
    • Korean Journal of Construction Engineering and Management
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    • v.23 no.3
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    • pp.66-73
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    • 2022
  • In order to induce users to purchase excellent products in the water industry that satisfy the technical standards of excellent products, in this study, it is to present the advantages of the cost aspect of the pumps as the objective basis. It will be to promote technology development of domestic water companies and to create a virtuous cycle structure in the water industry. In order to present an objective basis for the merits in terms of cost, an economic evaluation was conducted through life cycle cost analysis. For the LCC analysis, initial cost (pump cost and installation cost), operation cost (energy cost and maintenance cost) and demolition cost (disposal cost and residual value) are searched and calculated. As the results of comparison on two capacity of pumps, the energy cost of the excellent pump is 212 million KRW lower than the that of general pump in the large pump. The cost of excellent pump was 17 million KRW lower than that of general pump in small capacity pump. As the results of sensibility test, if the product is developed in the direction of improving pump efficiency and increasing the replacement cycle of consumables, it is predicted that the effect on LCC will be large.

Natural, Nature-based Features (NNbF) - A Comparative Analysis with Nature-based Solutions (NbS) and Assessment of Its Applicability to Korea (자연/자연기반 특징(NNbF) - 자연기반해법(NbS)과 비교분석 및 국내적용성 평가)

  • Hyoseop Woo
    • Ecology and Resilient Infrastructure
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    • v.10 no.2
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    • pp.31-39
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    • 2023
  • NNbF is a newly emerging approach to reduce flood risk in coastal and fluvial areas using natural features or engineered nature-based features with the expectation of co-benefits of provisional, regulating, and socio-cultural services provided by the ecosystem. NNbF is not quite different from existing, related terms based on nature, such as NbS, Eco-DRR, NI, GI, EwN, and BwN, for all these terms include expectation of benefits for human societies by directly utilizing or mimicking nature's ecological functions. If we focus on the comprehensiveness of each term's subject and object, we can say that NbS > NNbF > (Eco-DRR, NI/GI). Among the 18 measures introduced in the NNbF International Guideline in the river and floodplain management category, it was found that measures of wash lands and floodplain restoration, including levee setback/removal and side-channel restoration, seemed to be the most applicable to rivers in Korea. These selected measures could be more effective when river managers purchase riparian lands along river courses by relevant laws for river water-quality protection.

Effects of 4 major river project on the flood management in Yeongsan-river basin (영산강유역 홍수관리에서 4대강 사업의 효과)

  • Song, Jin Keun;Jung, Jae Sung
    • Proceedings of the Korea Water Resources Association Conference
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    • 2021.06a
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    • pp.301-301
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    • 2021
  • 영산강 유역은 상류 급경사 지역에 있는 유역 내 댐들의 홍수조절용량과 평야지역에 있는 하굿둑의 홍수배제능력이 부족하여 나주시 등 하류부에 홍수피해가 빈번하였다. 영산강에서 4대강 사업의 주요내용은 하도내 퇴적토준설과 홍수조절지 건설, 농업용저수지 증고를 통한 홍수방어능력 증대, 다기능 보설치를 통한 용수확보, 하구지역 홍수배제능력 증대 등이었다. 동 사업에서 본류 하천의 홍수위 저감과 내수배제 개선을 위해 담양댐 하류부터 영암천 합류점까지 하도를 준설하고, 담양과 화순홍수조절지, 나주 강변저류지, 승촌보와 죽산보를 건설하고, 하굿둑 배수능력 증대와 농업용 댐 및 저수지들을 증고를 수행하였다. 4대강 사업이 준공된 2012년 이후로 2014년부터 5년간 가뭄이 지속되었고 큰 홍수가 없다가 2020년 8월에 장기간의 집중호우로 영산강 중상류인 광주시와 영산강 하류지역에서 큰 수해가 발생하였다. 따라서 시설물 운영 실적에 근거한 홍수저감 효과의 기술적 검토를 수행하였다. 사업전·후 수문관측자료와 하천시설 운영 실적에 근거한 홍수저감 효과를 분석하기 위해 사업전·후 유사 규모의 강우 발생 시 수위표 지점별로 계측된 첨두 수위 및 유량자료를 비교하여 홍수저감 효과를 분석하였다. 사업전·후 유사 규모 강우를 선정하기 위해 발생된 강우 사상 중 호우특보 발령 기준이상의 강우 사상에 대하여 총 강우량 및 강우의 지속시간, 시간 분포를 비교하여 유사 규모의 호우를 선정하였다. 사업전·후 유사 규모의 호우 사상 발생 시 계측된 홍수위와 홍수량 비교 결과 영산강 중·상류부와 중·하류부 수위표 지점(극락교,승용교,나주대교)에서 사업 시행 후 사업 전보다 첨두 수위가 1.36~2.81m 감소한 것으로 검토되었다. 이는 여러 가지 사업들의 복합적인 결과로 영산강유역의 홍수관리여건이 개선된 것으로 판단된다. 한편 2020년 8월7일~8일 발생한 호우에 의해 영산강 본류의 중·상류부와 중·하류부의 주요 수위표 지점에서는 200년빈도 계획홍수위를 초과한 홍수가 발생하였다. 상시개방과 철거로 처리방안이 결정된 승촌보와 죽산보의 여건을 반영하여 2개보 유무에 따른 홍수위 검토를 실시하였다. 홍수위 비교 결과보가 없을 경우 영산강 중·상류부(극락교,승용교)와 중·하류부(나주대교,영산교) 수위표 지점에서 홍수위가 0.01~0.07m 감소되는 것으로 검토되어 홍수시 보의 영향은 비교적 작은 것으로 나타났다. 홍수시 상류댐과 저수지, 홍수조절지, 하굿둑, 하천의 연계운영에 대해서는 추가연구가 필요하다.

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