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Connecting performance evaluation of the Quick-Connector for modular steel construction
  • Lee, Doo Yong ;
  • Cho, Bong Ho ;
  • Jung, Dam I. ;
  • Choi, Joon Young ;
  • Lee, Jae Sub ;
  • Cho, Kyung Hwan ;
  • Park, Jong Kun ;
  • Shin, Myoung Gyu
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Publication Year
2024-01-15
Publisher
Elsevier Ltd
Citation
Engineering Structures, Vol.299
Keyword
Modular steel constructionPush-over analysisQuick-connectorSeismic performanceStructural performance
Mesh Keyword
Finishing worksJoint systemMinimize disruptionModular steel constructionModularsPerformances evaluationPush-over analysisQuick-connectorSeismic PerformanceStructural performance
All Science Classification Codes (ASJC)
Civil and Structural Engineering
Abstract
This study presents the Quick-Connector, a new self-fastening joint system designed specifically for modular steel construction. By eliminating the need for a dedicated workspace during the connection process, the Quick-Connector minimizes disruptions to finishing work. A comprehensive set of tests, including pull-out, shear, and cyclic tests, was conducted on a full-scale prototype to evaluate its structural performance. The experimental results demonstrate that the Quick-Connector exhibits exceptional connecting performance, meeting the shear and tensile strength requirements for high-tension bolts. The seismic performance of the Quick-Connector was also evaluated through cyclic testing, highlighting its potential as a viable replacement for high-tensile bolts. Furthermore, a push-over analysis was carried out to develop an elastic structural design model specifically for buildings incorporating the Quick-Connector. The analysis results closely aligned with the experimental findings, validating the accuracy of the proposed model. Overall, the Quick-Connector offers a promising alternative to traditional bolted connections in modular construction, with the potential to enhance construction efficiency, quality, and safety.
Language
eng
URI
https://dspace.ajou.ac.kr/dev/handle/2018.oak/33892
DOI
https://doi.org/10.1016/j.engstruct.2023.117126
Fulltext

Type
Article
Funding
This research was supported by GS Engineering & Construction and supported by the National Research Foundation of Korea (NRF) grant funded by the Korea government (MSIT) . ( 2022R1F1A1075815 )
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CHO, BONG HO조봉호
Department of Architecture
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