Patent · US Active

Construction method of steel composition girder bridge

US8474080B2 · kind B2 · utility

2Cited by
6References
4Claims
0Family size

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Inventors

Key dates

Filing dateJun 4, 2010
Grant dateJul 2, 2013
Priority date
Expiry dateJun 4, 2030

Classification

  • Technology area (CPC E)Fixed Constructions
  • CPC primaryE01D2101/268
  • WIPO fieldCivil engineering
  • WIPO sectorOther fields

Abstract

A construction method of a steel composite girder bridge includes installing steel girders on piers and forming shearing connectors on the steel girders at intervals of a predetermined distance, installing stagings and a first form for casting deck concrete in the steel girders, installing non-composite members in an upper flange of the steel girders to form each non-composite section of supporting points, installing a second form around each of the shearing connectors to form a shearing pocket, arranging sheath pipes in the supporting points and forming supporting point decks by casting and curing concrete, applying pre-stress to each section of the supporting point decks through the sheath pipes and performing a grouting process, forming span decks adjacent to the supporting point decks by casting and curing concrete in each span between the piers, and filling the shearing pockets with non-shrinkage mortar.

Source: USPTO / EPO open patent data. Objective bibliographic and citation counts.