Modular span multi-cell box girder bridge system

• US 7,069,614 B1
• Filed: 01/08/1998
• Issued: 07/04/2006
• Est. Priority Date: 02/28/1997
• Status: Expired due to Term

• Current Assignee: Manufacturers Equity Trust
• Original Assignee: Manufacturers Equity Trust
• Inventors: Strasky, Jiri, Sivachenko, Eugene
• Primary Examiner(s): Will, Thomas B.
• Assistant Examiner(s): Hartmann, Gary S.
• Application Number:
  US09/004,749
• Time in Patent Office: 3,099 Days
• Field of Search: 14/24, 14/6, 14/73, 14/745, 14/771, 14/78, 525/79, 527/891
• US Class Current: 14/73
• CPC Class Codes: E01D 11/04 Cable-stayed bridges
• CPC Class Codes: E01D 19/103 Parapets, railings E01D19/005 takes precedence; balustrades in general E04F11/18; Guard barriers or road-bridges in general E01F15/00
• CPC Class Codes: E01D 19/125 Grating or flooring for bridges waterproofing thereof E01D19/083; floors in general E04B5/00
• CPC Class Codes: E01D 2/00 Bridges characterised by the cross-section of their bearing spanning structure
• CPC Class Codes: E01D 2101/268 Composite concrete-metal
• CPC Class Codes: E01D 2101/30 Metal E01D2101/26 takes precedence
• CPC Class Codes: E01D 4/00 Arch-type bridges

Abstract

A bridge is constructed using simply structured, longitudinal, modular deck sections or cells that are fabricated in a shop and shipped to the jobsite for quick assembly and erection. Each section has generally horizontal upper and lower members and at least one generally vertical member connected between the upper and lower horizontal members. The sections may be C-shaped, Z-shaped, or shallow U-shaped, and are connected in series. The upper and lower horizontal members of each section overlap respectively portions of the upper and lower horizontal members of the adjacent section to form overlapped regions. The connection sections define a plurality of closed cells. Open cells at the ends may be closed using appropriate end section(s) that may be shallow C-shaped or J-shaped. The sections are roll-formed or press braked from metal sheets or plates. The sections are connected together to form a multi-cell box girder bridge module by mating and welding or bolting the overlapped regions. Various corrugations or support plates may be added for strength. A bridge system may be formed by a single bridge module or by connecting a plurality of bridge modules.

Claims

1. A bridge for carrying traffic between spaced-apart supports for the bridge, having a first module that comprises:

a plurality of longitudinal sections each having generally horizontal upper and lower members overlapping respectively portions of the generally horizontal upper and lower members of a neighboring section, and each having at least one generally vertical member extending between the upper and lower horizontal members and spaced from a generally vertical member of a neighboring section to define one of a plurality of closed cells, the generally horizontal upper members of the plurality of longitudinal sections including upper surfaces which are substantially aligned with each other, the generally horizontal upper and lower members of each longitudinal section comprising a pair of offset lips at free ends of the upper and lower members, the offset lip at a free end of the upper horizontal member being generally vertically offset from the substantially aligned upper surfaces of the longitudinal sections to form an upper offset protruding generally vertically from the upper surfaces of the longitudinal sections;

a pair of diaphragm plates connected to inner surfaces within each closed cell adjacent longitudinal ends of the closed cell to form an air-tight closed cell; and

a plurality of shear studs connected to the outer surfaces of the diaphragm plates.

2. The bridge of claim 1, wherein the plurality of longitudinal sections comprise a plurality of C-shaped sections oriented in a first direction and connected to each other in series to form a plurality of the closed cells and one open cell at an end with the upper and lower horizontal members pointing in the first direction.

3. The bridge of claim 2, wherein the plurality of longitudinal sections further comprise a shallow C-shaped end section oriented in a second direction opposite from the first direction, the upper and lower horizontal members of the shallow C-shaped end section coupling with the upper and lower horizontal members of the C-shaped section of the open cell to change the one open cell to a closed cell.

4. The bridge of claim 2, wherein the pair of offset lips at free ends of the generally horizontal upper and lower members of each C-shaped longitudinal section are offset by about the thickness of the generally horizontal members of the adjacent C-shaped section at overlapped regions, the offset lips overlapping the adjacent C-shaped section at the overlapped regions.

5. The bridge of claim 2, wherein each pair of generally horizontal members of each C-shaped longitudinal section are slightly divergent to form an open end that is slightly larger than the generally vertical member of the adjacent section, portions of the divergent members adjacent the open end overlapping a portion of the divergent member of the adjacent section to form overlapped regions.

6. The bridge of claim 1, wherein the offset lips are offset from the generally horizontal upper and lower members by about the thickness of the generally horizontal members of the adjacent longitudinal section at overlapped regions.

7. The bridge of claim 1, further comprising a bridge flooring having a generally flat top and a notched bottom disposed over the longitudinal sections, the notched bottom including notches cooperating with the upper offsets of the longitudinal sections.

9. The bridge of claim 1, wherein the plurality of longitudinal sections comprise a plurality of Z-shaped sections oriented in a first direction and connected to each other in series to form a plurality of the closed cells and two open cells at two ends, the two open cells including a first open cell having a lower horizontal member extending in a first direction and a second open cell having an upper horizontal member extending in a second direction opposite from the first direction.

10. The bridge of claim 9, wherein the plurality of longitudinal sections further comprise an L-shaped end section and a J-shaped end section, the L-shaped end section having a long upper horizontal member overlapping a portion of the upper horizontal member and a short lower horizontal member overlapping a portion of the lower horizontal member of the Z-shaped section at the first open cell, the J-shaped section having a short upper horizontal member overlapping a portion of the upper horizontal member and a long lower horizontal member overlapping a portion of the lower horizontal member of the Z-shaped section at the second open cell.

8. A bridge for carrying traffic between spaced-apart supports for the bridge, having a first module that comprises a plurality of longitudinal sections each having generally horizontal upper and lower members overlapping respectively portions of the generally horizontal upper and lower members of a neighboring section, and each having at least one generally vertical member extending between the upper and lower horizontal members and spaced from a generally vertical member of a neighboring section to define one of a plurality of closed cells;

a pair of diaphragm plates connected to inner surfaces within each closed cell adjacent longitudinal ends of the closed cell to form an air-tight closed cell; and

a plurality of shear studs connected to outer surfaces of the diaphragm plates.

11. The bridge of claim 8, wherein the generally horizontal members of the longitudinal sections form tight fit with the adjacent section at overlapped regions.

12. The bridge of claim 8, wherein the longitudinal sections are connected together by welding about overlapped regions.

13. The bridge of claim 12, wherein the longitudinal sections are connected together by fillet welds about the overlapped regions.

14. The bridge of claim 8, wherein the longitudinal sections are connected together by bolting at overlapped regions.

15. The bridge of claim 8, wherein the longitudinal sections are shop-fabricated.

16. The bridge of claim 8, further comprising at least one additional diaphragm plate connected to inner surfaces within each closed cell between the pair of diaphragm plates that are disposed adjacent the longitudinal ends of the closed cell.

17. The bridge of claim 8, wherein the longitudinal sections are roll-formed from metal plates.

18. The bridge of claim 8, further comprising a second module having a plurality of longitudinal sections connected adjacent to each other, the number of longitudinal sections in the second module being different from the number of longitudinal sections in the first module.

19. The bridge of claim 8, wherein the longitudinal sections are connected in a skewed manner relative to each other.

20. The bridge of claim 19, wherein the plurality of longitudinal sections comprise a plurality of C-shaped sections oriented in a first direction and connected to each other in series to form a plurality of the closed cells and one open cell at an end with the upper and lower horizontal members pointing in the first direction.

21. The bridge of claim 20, wherein the generally horizontal upper and lower members of each C-shaped longitudinal section comprise a pair of offset lips at free ends of the horizontal members, the offset lips being offset by about the thickness of the generally horizontal members of the adjacent C-shaped section at overlapped regions, the offset lips overlapping the adjacent C-shaped section at the overlapped regions.

22. The bridge of claim 20, wherein the generally horizontal upper and lower members of each C-shaped longitudinal section are slightly divergent to form an open end that is slightly larger than the generally vertical member of the adjacent section, portions of the divergent members adjacent the open end overlapping a portion of the divergent member of the adjacent section to form overlapped regions.

23. The bridge of claim 19, wherein the plurality of longitudinal sections comprise a plurality of Z-shaped sections oriented in a first direction and connected to each other in series to form a plurality of the closed cells and two open cells at two ends, the two open cells including a first open cell having a lower horizontal member extending in a first direction and a second open cell having an upper horizontal member extending in a second direction opposite from the first direction.

24. The bridge of claim 23, wherein the plurality of longitudinal sections further comprise an L-shaped end section and a J-shaped end section, the L-shaped end section having a long upper horizontal member overlapping a portion of the upper horizontal member and a short lower horizontal member overlapping a portion of the lower horizontal member of the Z-shaped section at the first open cell, the J-shaped section having a short upper horizontal member overlapping a portion of the upper horizontal member and a long lower horizontal member overlapping a portion of the lower horizontal member of the Z-shaped section at the second open cell.

25. The bridge of claim 19, wherein the generally horizontal upper and lower members of each longitudinal section comprise a pair of offset lips at free ends of the horizontal members.

26. The bridge of claim 25, wherein the offset lips are offset from the generally horizontal upper and lower members by about the thickness of the generally horizontal members of the adjacent longitudinal section at overlapped regions.

27. The bridge of claim 19, wherein the generally horizontal members of the longitudinal sections form a tight fit with the adjacent section at overlapped regions.

28. The bridge of claim 19, wherein the generally horizontal upper and lower members of each longitudinal section comprise a pair of offsets adjacent the generally vertical member offset by about the thickness of the generally horizontal members of the adjacent longitudinal section at overlapped regions.

29. The bridge of claim 19, wherein the longitudinal sections are connected together by welding about overlapped regions.

30. The bridge of claim 29, wherein the longitudinal sections are connected together by fillet welds about the overlapped regions.

31. The bridge of claim 19, wherein the longitudinal sections are connected together by bolting at overlapped regions.

32. The bridge of claim 19, further comprising at least one additional diaphragm plate connected to inner surfaces within each closed cell between the pair of diaphragm plates that are disposed adjacent the longitudinal ends of the closed cell.

33. The bridge of claim 19, wherein the longitudinal sections are longitudinally offset progressively by a constant distance.

34. The bridge of claim 8, further comprising a second module having a plurality of the longitudinal sections connected adjacent to each other, the second module disposed adjacent the first module.

35. The bridge of claim 34, wherein the second module is spaced from the first module, and wherein the first and second modules are joined together by a slab.

36. The bridge of claim 8, wherein the generally vertical members comprise a corrugation.

37. The bridge of claim 36, wherein the corrugation is provided in a center region of each of the generally vertical members.

38. The bridge of claim 8, wherein the upper horizontal member includes a corrugation.

39. The bridge of claim 38 wherein the corrugation is perpendicular to a longitudinal axis of the longitudinal section.

40. The bridge of claim 38, wherein the corrugation comprises a portion having a thickness larger than the remaining portion of the horizontal member.

41. The bridge of claim 38, wherein the corrugation comprises a large trapezoidal portion.

42. The bridge of claim 41, wherein the lower horizontal member has a corrugation comprising a large trapezoidal portion.

43. The bridge of claim 41, wherein the corrugation extends longitudinally along the upper horizontal member of the longitudinal section.

44. The bridge of claim 8, further comprising a generally flat bridge flooring disposed above the longitudinal sections.

45. The bridge of claim 8, further comprising a plurality of support plates connected above the longitudinal sections, the support plates extending beyond the longitudinal sections for attachment to abutments.

46. The bridge of claim 8, further comprising a plurality of shear studs connected to the inner surfaces of each closed cell between the longitudinal ends and the diaphragm plates.

47. The bridge of claim 8, wherein the upper horizontal members comprise a plurality of dimples.

48. The bridge of claim 47, wherein the dimples are conical or oblong.

49. The bridge of claim 8, further comprising a deck disposed over the longitudinal sections, the deck overhanging the edge of an end longitudinal section for supporting a guardrail post.

50. The bridge of claim 8, further comprising a second module having a plurality of the series of longitudinal sections connected adjacent to each other substantially the same as the first module, and a third module having a plurality of the series of longitudinal sections connected adjacent to each other substantially the same as the first module, the first module having a longitudinal lip along a longitudinal side, the second module have a longitudinal groove along a longitudinal side for cooperating with the longitudinal lip of the first module to connect with the first module, the second module have a longitudinal lip along another longitudinal side opposite from the longitudinal groove, and the third module have a longitudinal groove along a longitudinal side for cooperating with the longitudinal lip of the second module to connect with the second module.

51. The bridge of claim 50 further comprising a bridge tower and a plurality of cables connected between the bridge tower and the modules.

52. The bridge of claim 50 further comprising a supporting arch and a plurality of vertical columns connected between the supporting arch and the modules.

53. The bridge of claim 8, further comprising a guardrail post connected to an end surface of the generally vertical member of an end longitudinal section.

54. The bridge of claim 53, wherein the guardrail post is welded to the end surface of the generally vertical member.

55. The bridge of claim 53, wherein the guardrail post is bolted to the end surface of the generally vertical member.

56. The bridge of claim 55, further comprising a backing plate connected to an interior surface of the generally vertical member for receiving bolts for bolting the guardrail post to the generally vertical member.

57. The bridge of claim 8, further comprising a plurality of shear studs connected to the upper horizontal members.

58. A bridge for carrying traffic between spaced-apart supports for the bridge, having a first module that comprises a plurality of longitudinal sections each having generally horizontal upper and lower members overlapping respectively portions of the generally horizontal upper and lower members of a neighboring section, and each having at least one generally vertical member extending between the upper and lower horizontal members and spaced from a generally vertical member of a neighboring section to define one of a plurality of closed cells, a second module having a plurality of the series of longitudinal sections connected adjacent to each other substantially the same as the first module;

a third module having a plurality of the series of longitudinal sections connected adjacent to each other substantially the same as the first module, the first module having a longitudinal lip along a longitudinal side, the second module having a longitudinal groove along a longitudinal side for cooperating with the longitudinal lip of the first module to connect with the first module, the second module having a longitudinal lip along another longitudinal side opposite from the longitudinal groove, and the third module having a longitudinal groove along a longitudinal side for cooperating with the longitudinal lip of the second module to connect with the second module; and

a series of parallel wood panels each disposed over and extending across the first, second, and third modules, the wood panels being oriented substantially perpendicular to the longitudinal axes of the first, second, and third modules.

59. The bridge of claim 58, further comprising two sets of wood panels disposed over and extending across the series of parallel wood panels, the two sets of wood panels being spaced from one another and oriented substantially perpendicular to the series of parallel wood panels.

60. A bridge for carrying traffic between spaced-apart supports for the bridge, having a first module that comprises:

a plurality of longitudinal sections each having generally horizontal upper and lower members overlapping respectively portions of the generally horizontal upper and lower members of a neighboring section, and each having at least one generally vertical member extending between the upper and lower horizontal members and spaced from a generally vertical member of a neighboring section to define one of a plurality of closed cells, wherein the longitudinal sections are connected in a skewed manner relative to each other, wherein the plurality of longitudinal sections comprise a plurality of C-shaped sections oriented in a first direction and connected to each other in series to form a plurality of the closed cells and one open cell at an end with the upper and lower horizontal members pointing in the first direction, wherein the plurality of longitudinal sections further comprise a shallow C-shaped end section oriented in a second direction opposite from the first direction, the upper and lower horizontal members of the shallow C-shaped end section coupling with the upper and lower horizontal members of the C-shaped section of the open cell to change the one open cell to a closed cell;

a pair of diaphragm plates connected to inner surfaces within each closed cell adjacent longitudinal ends of the closed cell to form an air-tight closed cell; and

a plurality of shear studs connected to the outer surfaces of the diaphragm plates.

61. A bridge for carrying traffic between spaced-apart supports for the bridge, having a first module that comprises a plurality of longitudinal sections each having generally horizontal upper and lower members overlapping respectively portions of the generally horizontal upper and lower members of a neighboring section, and each having at least one generally vertical member extending between the upper and lower horizontal members and spaced from a generally vertical member of a neighboring section to define one of a plurality of closed cells;

a guardrail post;

at least one bolt connected to the guardrail post; and

an anchor connected to at least one upper horizontal member for anchoring the at least one bolt connected to the guardrail post.

62. The bridge of claim 61, wherein the at least one bolt extends from the anchor through the width of the guardrail post and is connected therethrough.