Seismic expansion joint cover assembly

• US 5,644,879 A
• Filed: 02/03/1995
• Issued: 07/08/1997
• Est. Priority Date: 02/03/1995
• Status: Expired due to Term

• Current Assignee: Construction Specialties Incorporated (Assa Abloy AB)
• Original Assignee: Construction Specialties Incorporated (Assa Abloy AB)
• Inventors: Williams, Howard, Shreiner, Thomas A., Barr, Roger W.
• Primary Examiner(s): Wood, Wynn E.
• Application Number:
  US08/383,572
• Time in Patent Office: 886 Days
• Field of Search: 52/573.1, 52/393, 52/396.02, 52/396.03
• US Class Current: 52/393
• CPC Class Codes: E04H 9/021 Bearing, supporting or connecting constructions specially adapted for such buildings
• CPC Class Codes: E04H 9/0237 Structural braces with damping devices

Abstract

A seismic expansion joint cover includes a floor bridge panel having mutually perpendicular elongated U-shaped bearing receiver guideways adjacent its opposite ends slidably supported by linear bearings affixed to the floor portions on opposite sides of the gap. The receiver guideways are open vertically to allow the floor bridge cover to displace vertically. A cover plate frame defines the boundaries of a floor recess that receives portions of the floor bridge panel in all relative positions of the floor portions as the width of the gap changes. The portion of the floor bridge panel that overlies the gap is covered by a first floor cover plate, and the recess and the remaining portion of the floor bridge plate are covered by a second floor cover plate, which is supported by the cover plate frame and by the portion of the floor bridge panel that it overlies. The second cover plate is resiliently attached to the cover plate frame so that it can lift up and ride over the first cover plate when the gap narrows. The floor bridge panel is resiliently held down so that it cannot be dislodged altogether from the bearing receivers but can lift up and tilt relative to both floor portions. A movable transverse support beam supports the portion of the second cover plate that covers the portion of the recess not occupied by the floor bridge panel and into which the panel can move when the gap narrows.

Claims

1. A seismic expansion joint cover installation comprising

first and second portions of a building floor spaced apart to define a gap between them,

a rectangular floor bridge panel adapted to span the gap in all relative positions of the first and second floor portions and having a first end, a second end and spaced apart sides,

first elongated linear slide bearing means interposed between the floor bridge panel adjacent the first end thereof and the first floor portion and supporting the floor bridge panel on the first floor portion for horizontal movement thereof relative to said first floor portion in the direction of a second axis parallel to the gap and for limited horizontal movement thereof in the direction of a first axis perpendicular to the second axis and for limited upward vertical movement thereof relative to the first floor portion,

second elongated linear slide bearing means interposed between the floor bridge panel adjacent the second end thereof and the second floor portion and supporting the floor bridge panel on the second floor portion for horizontal movement thereof relative to second floor portion in the direction of the first axis and for limited horizontal movement thereof in the direction of the second axis and for limited upward vertical movement thereof relative to the second floor portion,

a cover plate frame affixed to the second floor portion and having side members closely adjacent the sides of the floor bridge panel and an end member spaced apart from the second end of the floor bridge panel so as to permit movement of the floor bridge panel relative to the cover plate frame in the direction of the first axis,

a second cover plate supported by the cover plate frame and by a portion of the floor bridge panel adjacent the second end thereof, and

means for coupling the second cover plate to the cover plate frame for preventing horizontal movements of the second cover plate relative to the cover plate frame while permitting at least a portion of the second cover plate to lift from supported relation on the cover plate frame upon relative tilting movements of the floor portions and the floor bridge panel in an earthquake.

2. A seismic expansion joint cover installation according to claim 1 wherein each of the first and second bearing means includes an elongated generally U-shaped bearing receiver having spaced apart leg portions forming a guideway and oriented with the guideway facing generally vertically and including an elongated bearing received in the guideway of the bearing receiver.

3. A seismic expansion joint cover installation according to claim 2 wherein the bearing receivers of the first and second linear bearing means are attached to the floor bridge panel and the guideways open generally downwardly.

4. A seismic expansion joint cover installation according to claim 2 wherein the bearings of first and second bearing means are members extending upwardly and have upper surfaces engaging base portions of the receivers between the leg portions and side surfaces in clearance with the leg portions of the receivers.

5. A seismic expansion joint cover installation according to claim 2 wherein the guide bearing receivers are of a high density low friction polymeric material.

6. A seismic expansion joint cover installation according to claim 2 wherein the bearings are of a high density low friction polymeric material.

7. A seismic expansion joint cover installation according to claim 2 wherein the second bearing means is located substantially equidistant from the sides of the floor bridge panel.

8. A seismic expansion joint cover installation according to claim 1 and further comprising means for normally resiliently restraining the floor bridge panel against upward movement relative to the first and second floor portions.

9. A seismic expansion joint cover installation according to claim 1 and further comprising a first cover plate supported by a portion of the floor bridge panel adjacent the first end thereof, and wherein the first and second cover plates have surfaces substantially flush with each other and adjacent edges spaced apart from each other so as to be adapted to permit normal movements of the floor portions due to thermal expansion and contraction of the gap.

10. A seismic expansion joint cover installation according to claim 1 and further comprising side linear slide bearings interposed between the side members of the cover plate frame and the sides of the floor bridge panel.

11. A seismic expansion joint cover installation according to claim 10 wherein the side linear slide bearings have side leg portions normally in lateral clearance from the floor bridge panel and bottom leg portions normally in vertical clearance from the floor bridge panel.

12. A seismic expansion joint cover installation according to claim 10 wherein the linear slide bearings are of a high density low friction polymeric material.

13. A seismic expansion joint cover installation according to claim 10 wherein the floor bridge panel includes a peripheral frame having side members along the sides and first and second end members along the first and second ends, respectively, and panel members joined to the frame and composed of a core sandwiched between top and bottom sheets.

14. A seismic expansion joint cover installation according to claim 13 wherein the floor bridge panel further includes a lengthwise frame member located intermediate the side members, and wherein the bearing receiver of the second bearing means is affixed to the lengthwise frame member.

15. A seismic expansion joint cover installation according to claim 14 wherein the floor bridge panel further includes transverse frame members extending between the side members and the lengthwise frame member and located intermediate the first and second end members.

16. A seismic expansion joint cover installation according to claim 15 wherein adjacent edges of the first and second floor cover plates overlie a transverse frame member.

17. A seismic expansion joint cover installation according to claim 13 wherein each side member of the peripheral frame of the floor bridge panel has a side flange portion projecting outwardly, and further comprising a side cap member having a portion overlying each side flange portion and means resiliently fastening each side cap member to the corresponding side member of the cover plate frame so as to normally restrain the floor bridge panel against upward displacement while permitting the floor bridge panel to displace upwardly in the event of an earthquake.

18. A seismic expansion joint cover installation according to claim 13 wherein the first end member of the peripheral frame of the floor bridge panel has an end flange portion projecting outwardly, and further comprising an end cap member having a portion overlying the end flange portion and means resiliently fastening the end cap member to the first retainer so as to normally restrain the floor bridge panel against upward displacement while permitting the floor bridge panel to displace upwardly in the event of an earthquake.

19. A seismic expansion joint cover installation according to claim 9 wherein the first cover plate is affixed to the floor bridge panel by hook and loop fasteners.

20. A seismic expansion joint cover installation according to claim 1 wherein the second cover plate is affixed to members of the cover plate frame and the floor bridge panel by hook and loop fasteners.

21. A seismic expansion joint cover installation according to claim 1 and further comprising low friction elements on the undersurface of the second floor cover plate to minimize friction between the second floor cover plate and the floor bridge panel upon movement of the second floor cover plate relative to the floor bridge panel in an earthquake.

22. A seismic expansion joint cover installation according to claim 1 and further comprising a transverse beam supporting the second cover plate, extending between and slidably supported by the side members of the cover plate frame and located intermediate of the end member of the cover plate frame and the second end of the floor bridge panel, and control means for moving the transverse beam in the direction of the first axis upon and in a proportional relationship of one-half to movements of the second floor portion relative to the floor bridge panel.

23. A seismic expansion joint cover installation according to claim 22 wherein the control means includes at least two slide members slidably received on the transverse beam in spaced apart relation, a first pair of control arms, each pivotally connected between the end member of the cover plate frame and one of the sliders, and a second pair of control arms, each pivotally connected between the second end of the floor bridge panel and one of the sliders.

24. A seismic expansion joint cover installation according to claim 22 and further comprising a linear slide bearing interposed between each slider and the transverse beam.

25. A seismic expansion joint cover installation according to claim 22 wherein the linear slide bearing interposed between each slider and the transverse beam is of a high density low friction polymeric material.

26. A seismic expansion joint cover installation according to claim 22 wherein the transverse beam has an upper surface supporting a portion of the second floor cover plate, the upper surface being of a low friction material.

27. A seismic expansion joint cover installation according to claim 22 wherein linear bearings of a high density low friction polymeric material are interposed between the transverse beam and the side members of the cover plate frame.

28. A seismic expansion joint cover installation according to claim 22 and further comprising a beam support bearing affixed to the transverse beam and received by a bearing receiver of the second bearing means.

29. A seismic expansion joint cover assembly for spanning an elongated gap between first and second portions of a building floor on opposite sides of the gap, comprising

a first elongated retainer adapted to be affixed to the first portion of the floor and defining a second axis,

a second elongated retainer adapted to be affixed to the second portion of the floor and defining a first axis perpendicular to the second axis,

a rectangular floor bridge panel adapted to span the gap in all relative positions of the first and second floor portions and having a first end, a second end and spaced apart sides,

first elongated linear slide bearing means interposed between the floor bridge panel adjacent the first end thereof and the first retainer and supporting the floor bridge panel for movement relative to first retainer in the direction of the second axis,

second elongated linear slide bearing means interposed between the floor bridge panel adjacent the second end thereof and the second retainer for supporting the floor bridge panel for movement relative to the second retainer in the direction of the first axis,

each of the first and second bearing means including an elongated generally U-shaped bearing receiver having spaced apart leg portions forming a guideway and oriented with the guideway facing generally vertically and including an elongated bearing received in the guideway of the bearing receiver,

a cover plate frame adapted to be affixed to the second floor portion and having side members closely adjacent the sides of the floor bridge panel and an end member spaced apart from the second end of the floor bridge panel so as to permit movement of the floor bridge panel relative to the cover plate frame in the direction of the first axis,

a first cover plate supported by a portion of the floor bridge panel adjacent the first end thereof,

a second cover plate supported by the cover plate frame and by a portion of the floor bridge panel adjacent the second end thereof, the first and second cover plates having surfaces substantially flush with each other and adjacent edges spaced apart from each other so as to be adapted to permit normal movements of the floor portions due to thermal expansion and contraction, and

means for coupling the second cover plate to the cover plate frame for preventing horizontal movements of the second cover plate relative to the cover plate frame while permitting a portion of the second cover plate to lift from supported relation on the floor bridge panel and move over a portion of the first cover plate in an earthquake.

30. A seismic expansion joint cover assembly according to claim 29 wherein the bearing receivers of the first and second linear bearing means are attached to the floor bridge panel and the guideways open generally downwardly.

31. A seismic expansion joint cover assembly according to claim 30 wherein the bearings of first and second bearing means are members extending upwardly from the retainers and have upper surfaces engaging base portions of the receivers between the leg portions and side surfaces in clearance with the leg portions of the receivers.

32. A seismic expansion joint cover assembly according to claim 29 wherein the bearing receivers are of a high density low friction polymeric material.

33. A seismic expansion joint cover assembly according to claim 29 wherein the bearings are of a high density low friction polymeric material.

34. A seismic expansion joint cover assembly according to claim 29 wherein the second retainer and the second bearing means are located substantially equidistant from the sides of the floor bridge panel.

35. A seismic expansion joint cover assembly according to claim 29 and further comprising means for normally resiliently restraining the floor bridge panel against upward movement relative to the cover plate frame.

36. A seismic expansion joint cover assembly according to claim 35 wherein the restraining means includes members resiliently supported by the cover plate frame engaging portions of the floor bridge panel.

37. A seismic expansion joint cover assembly according to claim 29 and further comprising means for normally resiliently restraining the floor bridge panel against upward movement relative to the first retainer.

38. A seismic expansion joint cover assembly according to claim 37 wherein the restraining means includes members resiliently supported by the first retainer engaging portions of the floor bridge panel.

39. A seismic expansion joint cover assembly according to claim 29 and further comprising side linear slide bearings interposed between the side members of the cover plate frame and the sides of the floor bridge panel.

40. A seismic expansion joint cover assembly according to claim 39 wherein the side linear slide bearings have side leg portions normally in lateral clearance from the floor bridge panel and bottom leg portions normally in vertical clearance from the floor bridge panel.

41. A seismic expansion joint cover assembly according to claim 29 wherein the side linear slide bearings are of a high density low friction polymeric material.

42. A seismic expansion joint cover assembly according to claim 29 wherein the floor bridge panel includes a peripheral frame having side members along the sides and first and second end members along the first and second ends, respectively, and panel members joined to the frame and composed of a core sandwiched between top and bottom sheets.

43. A seismic expansion joint cover assembly according to claim 42 wherein the floor bridge panel further includes a lengthwise frame member located intermediate the side members, and wherein the bearing receiver of the second bearing means is affixed to the lengthwise frame member.

44. A seismic expansion joint cover assembly according to claim 43 wherein the floor bridge panel further includes transverse frame members extending between the side members and the lengthwise frame member and located intermediate the first and second end members.

45. A seismic expansion joint cover assembly according to claim 44 wherein adjacent edges of the first and second floor cover plates overlie a transverse frame member.

46. A seismic expansion joint cover assembly according to claim 42 wherein each side member of the peripheral frame of the floor bridge panel has a side flange portion projecting outwardly, and further comprising a side cap member having a portion overlying each side flange portion and means resiliently fastening each side cap member to the corresponding side member of the cover plate frame so as to normally restrain the floor bridge panel against upward displacement while permitting the floor bridge panel to displace upwardly in the event of an earthquake.

47. A seismic expansion joint cover assembly according to claim 42 wherein the first end member of the peripheral frame of the floor bridge panel has an end flange portion projecting outwardly, and further comprising an end cap member having a portion overlying the end flange portion and means resiliently fastening the end cap member to the first retainer so as to normally restrain the floor bridge panel against upward displacement while permitting the floor bridge panel to displace upwardly in the event of an earthquake.

48. A seismic expansion joint cover assembly according to claim 29 wherein the first cover plate is affixed to the floor bridge panel by hook and loop fasteners.

49. A seismic expansion joint cover assembly according to claim 29 wherein the second cover plate is affixed to members of the cover plate frame and to the floor bridge panel by hook and loop fasteners.

50. A seismic expansion joint cover assembly according to claim 29 and further comprising low friction elements on the undersurface of the second floor cover plate to minimize friction between the second floor cover plate and the floor bridge panel upon movement of the second floor cover plate relative to the floor bridge panel in an earthquake.

51. A seismic expansion joint cover assembly according to claim 29 and further comprising a transverse beam supporting the second cover plate, extending between and slidably supported by the side members of the cover plate frame and located intermediate of the end member of the cover plate frame and the second end of the floor bridge panel, and control means for moving the transverse beam in the direction of the first axis upon and in a proportional relationship of one-half to movements of the second floor portion relative to the floor bridge panel.

52. A seismic expansion joint cover assembly according to claim 51 wherein the control means includes at least two slide members slidably received on the transverse beam in spaced apart relation, a first pair of control arms, each pivotally connected between the end member of the cover plate frame and one of the sliders, and a second pair of control arms, each pivotally connected between the second end of the floor bridge panel and one of the sliders.

53. A seismic expansion joint cover assembly according to claim 51 and further comprising a linear slide bearing interposed between each slider and the transverse beam.

54. A seismic expansion joint cover assembly according to claim 51 wherein the linear slide bearing interposed between each slider and the transverse beam is of a high density low friction polymeric material.

55. A seismic expansion joint cover assembly according to claim 51 wherein the transverse beam has an supporting a portion of the second floor cover plate, the upper surface being of a low friction material.

56. A seismic expansion joint cover assembly according to claim 51 wherein linear bearings of a high density low friction polymeric material are interposed between the transverse beam and the side members of the cover plate frame.

57. A seismic expansion joint cover assembly according to claim 51 and further comprising a beam support bearing affixed to the transverse beam and received by the second bearing receiver.

58. A seismic expansion joint cover assembly according to claim 29 wherein the first retainer and the first linear guide bearing receiver are substantially coextensive in the direction of the second axis with the floor bridge panel in positions of the floor bridge panel at maximum expected displacements of the first floor portion in the direction of the second axis relative to the floor bridge panel.