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Long rigid-frame bridge erected by cantilever method
Herval bridge in Sta. Catharina, Brazil, comprising continuous reinforced-concrete frame, with main span of 224 ft.; main piers were built as forked columns with girders carried on pin bearings during construction stage; on completion of construction, bearings were embedded in concrete, converting structure into continuous rigid frame; bridge erected by cantilevering in 5-ft. sections, form boards supplying support.
Long rigid-frame bridge erected by cantilever method
Herval bridge in Sta. Catharina, Brazil, comprising continuous reinforced-concrete frame, with main span of 224 ft.; main piers were built as forked columns with girders carried on pin bearings during construction stage; on completion of construction, bearings were embedded in concrete, converting structure into continuous rigid frame; bridge erected by cantilevering in 5-ft. sections, form boards supplying support.
Long rigid-frame bridge erected by cantilever method
Eng. News-Rec
Schjodt, R. (author)
Engineering News-Record ; 107
1931
2 pages
4 Figs.
Article (Journal)
English
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