Portable bridge system

• US 5,603,134 A
• Filed: 06/27/1995
• Issued: 02/18/1997
• Est. Priority Date: 06/27/1995
• Status: Expired due to Term

• Current Assignee: Clear Creek Crossings, LLC
• Original Assignee: Coastal Lumber Company
• Inventors: Wright, Kirk, Wolcott, Michael P., Bloomer, Peter L., Whipkey, Craig R.
• Primary Examiner(s): LISEHORA, JAMES
• Application Number:
  US08/495,167
• Time in Patent Office: 602 Days
• Field of Search: 14/2.4, 14/3, 14/4, 14/6, 14/14, 14/73, 14/73.1, 14/74.5, 14/77.1, 52/422, 52/434, 52/428, 52/429, 52/430, 52/433, 52/435, 52/437, 52/223.7, 52/223.11, 52/586.1, 52/586.2, 52/588.1, 52/584.1, 52/592.1 , 52/589.1, 52/590.1, 52/591.1, 52/726.1, 52/726.2, 52/578-580, 403/335, 403/337, 404/53, 404/55, 404/56, 404/73
• US Class Current: 14/2.4
• CPC Class Codes: E01D 15/133 built-up from readily separable standardised sections or elements, e.g. Bailey bridges E01D15/127 takes precedence
• CPC Class Codes: E01D 19/125 Grating or flooring for bridges waterproofing thereof E01D19/083; floors in general E04B5/00
• CPC Class Codes: E01D 2101/10 Wood
• CPC Class Codes: E01D 2101/30 Metal E01D2101/26 takes precedence
• CPC Class Codes: F16B 2200/506 bolted or riveted

Abstract

A portable bridge system formed from at least a pair of substantially rectangular bridge platforms positioned in side-by-side relationship including end locking plates for locking the platforms together at the end regions thereof. The invention further includes shear plates integral with, and spaced along, a side edge of the bridge platform for engagement with an adjacent bridge platform to resist transverse shear forces between adjacent bridge platforms.

Claims

1. In a portable bridge system formed from at least a pair of substantially rectangular bridge platforms, each of said bridge platforms defining substantially parallel sides and substantially parallel ends, said bridge platforms positioned in side-by-side relationship and connected to each other to form a bridge span, each of said bridge platforms comprising a plurality of laminates sandwiched between two side channel members and having an end plate channel members at each of said ends, said side channel members substantially perpendicular to each said end plate channel member, and wherein said laminates form a substantially planar top surface of each of said bridge platforms, wherein the improvement comprises:

each of said bridge platforms including at least a pair of substantially flat locking plates, each of said locking plates having opposed parallel plate faces with an opening extending through the plate faces, wherein one of said pair of locking plates is affixed to a first corner of said bridge platform and another of said pair of locking plates is affixed to a second corner of said bridge platform along the same side of the bridge platform, wherein said opposed parallel plate faces are substantially parallel to said bridge platform sides;

at least one of said pair of bridge platforms including a plurality of shear plates each of which are integral with one of said two side channel members and spaced apart along the length of said side channel member, each said shear plate having an outer perimeter substantially complementary to a profile of said side channel member and having a shear plate engagement surface for engaging a surface of a side channel member;

coupling means for coupling said pair of bridge platforms together in side-by-side relationship with the locking plates of one bridge platform substantially in alignment with the locking plates of the other of said pair of bridge platforms, including a bolt sized for insertion through the openings of said locking plates and means for securing the bolt to the locking plates, and wherein the outer perimeter of each said shear plate of one bridge platform is received within the side channel member of the adjacent bridge platform so that the shear plate engagement surface engages a surface of said side channel member.

2. The portable bridge system of claim 1 wherein one of said pair of locking plates is affixed to an end plate channel member at one bridge platform end, and the other of said pair of locking plates is affixed to an end plate channel member at the other bridge platform end.

3. The portable bridge system of claim 2 wherein said locking plates are welded to said end plate channel members.

4. The portable bridge system of claim 1 wherein said shear plates are welded to said one of said two side channel members.

5. The portable bridge system of claim 4 wherein said side channel members have a cross-sectional profile of three surfaces including a first surface lying substantially perpendicular to the top surface of the bridge platform, and forming a web between the second and third surfaces, each of which extend outwardly from the first surface, and wherein each said shear plate has an inner perimeter of three surfaces substantially complementary to the cross-sectional profile of said side channel member and is welded to the complementary three surfaces of said side channel member, and wherein each said shear plate has an outer perimeter, the outer perimeter having three surfaces substantially complementary to the side channel member of an adjacent bridge platform.

6. The portable bridge system of claim 5 wherein each surface of the outer perimeter of said shear plate defines a shear plate engagement surface for engaging a respective complementary surface of said side channel member.

7. The portable bridge system of claim 1 wherein said means for securing the bolt to the locking plates include a pair of nut and washers on opposite ends of the bolt and bearing against each locking plate.

8. In a substantially rectangular bridge platform for forming a portable bridge, the bridge platform comprising a plurality of laminates compressively sandwiched between two side channel members and including two end plate channel members at opposite ends of the bridge platform, said side channel members substantially perpendicular to said end plate channel members, and wherein said laminates form a substantially planar bridge platform top surface, wherein the improvement comprises:

at least a pair of substantially flat locking plates, each locking plate having opposed plate faces with an opening extending through the plate faces, each said locking plate affixed to said bridge platform at opposite end corners of the bridge platform with the plate faces lying substantially parallel to said side channel members;

a plurality of substantially planar shear plates each of which are integral with at least one of said two side channel members and spaced along the length of said at least one of said two side channel members, each shear plate having an outer periphery substantially complementary to a cross-sectional periphery of the side channel members and including a peripheral planar surface lying in a plane substantially parallel to a side channel member; and

a bolt sized for insertion through the opening of each said locking plate.

9. The bridge platform of claim 8 wherein each of said locking plates is affixed to opposite end plate channel members.

10. The bridge platform of claim 9 wherein said locking plates are welded to said end plate channel members.

11. A portable bridge formed from at least a pair of bridge platforms, each bridge platform as claimed in claim 8, wherein said pair of bridge platforms are positioned in adjacent side-by-side relationship with the locking plate openings of one bridge platform substantially aligned with the locking plate openings of the adjacent bridge platform and said outer periphery of said shear plates keyed within the adjacent side channel member, and wherein the bolt is inserted through the locking plate openings and bolted to the locking plates.