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Architect Grimshaw Building London Bridge Station Top Section through deck bridge at platforms 13/14. The steel g irders are encased in concrete to enhance the acoustic performance Above Cross-section through concourse and station operations building. Columns The highest column, at bridge deck C, is 7.3m; the lowest, at bridge deck H, is 4.7m. The maximum crosshead span is 10.5m, and the minimum is 10.1m. The volume of concrete per column is up to 82 cubic metre (207.5 tonnes) and the steel tonnage for rebar cages is up tto 26.6 tonnes.

London Bridge Station Grimshaw - Architecture Today · 2020. 8. 19. · Grimshaw Building London Bridge Station Top Section through deck bridge at platforms 13/14. The steel girders

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  • Architect

    GrimshawBuilding

    London Bridge Station

    TopSection through deck bridge atplatforms 13/14. The steel girders areencased in concrete to enhance theacoustic performanceAboveCross-section through concourse andstation operations building. ColumnsThe highest column, at bridge deck C,is 7.3m; the lowest, at bridge deck H, is4.7m. The maximum crosshead span is10.5m, and the minimum is 10.1m.The volume of concrete per column isup to 82 cubic metre (207.5 tonnes) andthe steel tonnage for rebar cages is uptto 26.6 tonnes.