SE9901449L - Bridge construction - Google Patents

Bridge construction

Info

Publication number
SE9901449L
SE9901449L SE9901449A SE9901449A SE9901449L SE 9901449 L SE9901449 L SE 9901449L SE 9901449 A SE9901449 A SE 9901449A SE 9901449 A SE9901449 A SE 9901449A SE 9901449 L SE9901449 L SE 9901449L
Authority
SE
Sweden
Prior art keywords
bridge construction
bridge
beams
dismantlable
verticals
Prior art date
Application number
SE9901449A
Other languages
Swedish (sv)
Other versions
SE9901449D0 (en
Inventor
Anders Granstroem
Nils-Gustav Svensson
Original Assignee
Anders Granstroem
Nils-Gustav Svensson
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Anders Granstroem, Nils-Gustav Svensson filed Critical Anders Granstroem
Priority to SE9901449A priority Critical patent/SE9901449L/en
Publication of SE9901449D0 publication Critical patent/SE9901449D0/en
Publication of SE9901449L publication Critical patent/SE9901449L/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D15/00Movable or portable bridges; Floating bridges
    • E01D15/12Portable or sectional bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00Bridges characterised by the cross-section of their bearing spanning structure
    • E01D2/04Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A dismantlable steel deck is laid between the support beams or secured to the bottom flanges of these beams, whilst casting in concrete. Flexible verticals and tensile rods or cables are then fitted. The various elements are assembled together in situ to form a bridge with a span of up to ca. 70 m. - An INDEPENDENT CLAIM is also included for the bridge construction.
SE9901449A 1999-04-22 1999-04-22 Bridge construction SE9901449L (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SE9901449A SE9901449L (en) 1999-04-22 1999-04-22 Bridge construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE9901449A SE9901449L (en) 1999-04-22 1999-04-22 Bridge construction

Publications (2)

Publication Number Publication Date
SE9901449D0 SE9901449D0 (en) 1999-04-22
SE9901449L true SE9901449L (en) 2000-10-23

Family

ID=20415318

Family Applications (1)

Application Number Title Priority Date Filing Date
SE9901449A SE9901449L (en) 1999-04-22 1999-04-22 Bridge construction

Country Status (1)

Country Link
SE (1) SE9901449L (en)

Also Published As

Publication number Publication date
SE9901449D0 (en) 1999-04-22

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