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Development of an Emergency Bridge with the Double End Plate Connection Using High Strength Bolt

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EASEC16

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 101))

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Abstract

Recently some emergency bridges have been developed for road restoration at the time of disaster due to flood, landslide, earthquake, and tsunami. On the other hand, temporary work girders are often used in a construction site, and it is expected that temporary work girders are utilized as the emergency bridge.

In this study, for shortening erection term of temporary work girders, we propose to use the double end plate connection using high strength bolt at the connection of the emergency bridges. The past experiment has confirmed that double end plate connection using high strength bolts can apply bridge main girder connection.

We have applied it to the actual temporary work girders to investigate the structural behavior of the emergency bridge with the double end plate connection through field loading tests.

It was found from the results of the field measurement that the proposed double end plate connection has enough performance, and it can apply to the emergency bridge. This paper also introduces the concept of the emergency bridge with the double end plate connection using high strength bolts.

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References

  1. Sugimoto Y, Mineyama Y, Egashira K, Yamaguchi T (2017) Structural rationalization of bolted tensile joint details for the emergency temporary bridge focusing on easy construction by FEM. J Struct Eng 63A:739–748. (in Japanese)

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  2. Mineyama Y, Sugimoto Y, Azuma H, Egashira K, Sugita K, Yamaguchi T (2018) Experimental Study on the connection detail for the temporary emergency bridge utilizing temporary work girders. J Struct Eng 64A:594–604. (in Japanese)

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  3. Ministry of Land, Infrastructure, Transport and Tourism of Japan (2016). http://www.mlit.go.jp/road/ir/ir-data/tokei-nen/2016/nenpo02.html. (in Japanese)

  4. Japanese Society of Steel Construction (JSSC) (2004) Recommendation for design of high strength tensile bolted connections for steel bridges. (in Japanese)

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Acknowledgements

We wish to thank Hankyu Awaji Tobishima Corporation, Maeda Corporation, and Asanuma Corporation JV by providing a measurement site to carry out this research.

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Correspondence to Y. Mineyama .

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© 2021 Springer Nature Singapore Pte Ltd.

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Mineyama, Y., Sugimoto, Y., Sugita, K., Yamaguchi, T. (2021). Development of an Emergency Bridge with the Double End Plate Connection Using High Strength Bolt. In: Wang, C.M., Dao, V., Kitipornchai, S. (eds) EASEC16. Lecture Notes in Civil Engineering, vol 101. Springer, Singapore. https://doi.org/10.1007/978-981-15-8079-6_37

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  • DOI: https://doi.org/10.1007/978-981-15-8079-6_37

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-15-8078-9

  • Online ISBN: 978-981-15-8079-6

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