Virtual Assembly Technology on Steel Bridge Members of Bolt Connection

DOI

10.2991/gcmce-17.2017.48How to use a DOI?

Keywords

steel bridge members; virtual assembly; steel truss girder; bolted connection; digital measure

Abstract

Trial assembling is an indispensable procedure for the large bridge steel elements, especially for the high strength blot connected steel elements. To replace the traditional assembling method inside the factory, this paper brings out the virtual assembling procedures and method based on the bolt connected bridge, and introduces the typical data measuring method and model establishing, which can be used for complicated elements multi-surface assembling of the steel truss bridge calculation. This technique has already been tested in Hutong Yangtze River Bridge non-navigation span steel structure factory by the means of advanced laser tracking test system. The virtual trial assembling software realized the complicated steel truss girder manufacturing deviation analysis and assembling deviation analysis. After perfecting, the bridge trial assembling inside the factory can be replaced by this method.

Copyright

© 2017, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Zhu Hao
PY  - 2017/06
DA  - 2017/06
TI  - Virtual Assembly Technology on Steel Bridge Members of Bolt Connection
BT  - Proceedings of the 2017 Global Conference on Mechanics and Civil Engineering (GCMCE 2017)
PB  - Atlantis Press
SP  - 270
EP  - 274
SN  - 2352-5401
UR  - https://doi.org/10.2991/gcmce-17.2017.48
DO  - 10.2991/gcmce-17.2017.48
ID  - Hao2017/06
ER  -