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Patent Searching and Data


Title:
ARCH STRUCTURE FOR EXTRA-LARGE SPAN STEEL-UHPC COMBINED TRUSS ARCH BRIDGE AND CONSTRUCTION METHOD THEREFOR
Document Type and Number:
WIPO Patent Application WO/2020/177353
Kind Code:
A1
Abstract:
Disclosed in the present invention is an arch structure for an extra-large span steel-UHPC combined truss arch bridge. The arch structure comprises multiple rows of arch structural units arranged in the transverse direction of the bridge, the multiple rows of the arch structural units being symmetrically distributed along the central line in the longitudinal direction of the bridge. The multiple rows of the arch structural units are connected to form a whole by means of a connector in the transverse direction of the bridge, and each arch structural unit comprises a web rod and an upper chord arch rib and lower chord arch rib made of a full UHPC material, and the upper chord arch rib and lower chord arch rib are connected by means of the web rod. The present invention also correspondingly provides a cyclic construction method for the arch structure above for an extra-large span steel-UHPC combined truss arch bridge. The arch structure for an extra-large span steel-UHPC combined truss arch bridge of the present invention has the advantage of being lightweight, and the construction method of the present invention has high construction efficiency and a low construction cost. The present invention provides a practical solution for an arch bridge having an extra-large span of 600 m to 1000 m.

Inventors:
SHAO XUDONG (CN)
HE GUANG (CN)
YAN BANFU (CN)
Application Number:
PCT/CN2019/114368
Publication Date:
September 10, 2020
Filing Date:
October 30, 2019
Export Citation:
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Assignee:
UNIV HUNAN (CN)
International Classes:
E01D4/00; E01D19/00; E01D21/00
Foreign References:
CN109778667A2019-05-21
CN109024225A2018-12-18
CN101581074A2009-11-18
CN106120573A2016-11-16
CN207079458U2018-03-09
JP2007205139A2007-08-16
Attorney, Agent or Firm:
CHANGSHA ZONEYOUNG INTELLECTUAL PROPERTY AGENCY (GENERAL PARTNERSHIP) et al. (CN)
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