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US3794433A Expired / Lapsed US ⏱️ 0.0 years remaining

Segmental precast concrete post-tensioned overpass bridges with cantilevered abutment

Assignee: SCHUPACK ASS
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Filing: 1971-07-08
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Granted: 1974-02-26
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Expires: 1991-07-08
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Abstract

Abstract A bridge structure particularly adapted for construction in skewed orientation with respect to a lower, overpassed roadway comprises a bridge portion, end abutments, and an intermediate support column. The bridge portion is constructed by supporting a plurality of precast concrete open-topped box-beams and precast L-shaped parapet-sidewalk members on temporary falsework at the bridge site. Upstanding from the precast box beams are wooden flanges which are trimmed in place to provide temporary supports of desired heights for precast slabs forming a bed for the upper roadway. The variable-height supports are used to form a crown in the roadbed, or to form an inclined roadbed which may be part of a banked curve. The precast box-beams are joined together by formed-in-place concrete diaphragms which are poured simultaneously with a concrete roadbed, whereby a monolithic squared off bridge portion is formed. An intermediate support column engages one of the diaphragms, thereby eliminating an exposed transverse support beam. The bridge portion is post tensioned by means of longitudinal and transverse post tensioned tendons. The squared-off bridge portion extends between two abutments, and any skew angle between the upper and lower roadways is accommodated in the abutments by a diagonal rake or relief ''''chamfer'''' of the abutment corner closest to the roadway. The far side of the squared off end of the bridge portion engages the top of the unraked portion of the abutment wall at an expansion joint, and is supported thereon; the remainder of the end of the squared off bridge portion being supported in cantilever manner, projecting beyond the diagonally raked corner of the abutment. The diagonally raked portion of the base wall of the abutment is substantially parallel to the lower roadway, thereby providing adequate horizontal clearance therefrom. The top of the abutment provides the approach roadway for the bridge. The top of the abutment is supported on and integral with the base walls of the abutment, with a portion cantilevered outward beyond the raked portion of the base wall to meet the squared off bridge portion.

Inventors

  • 👤 M Schupack

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-07 13:14
CPC Classifications
E; E01; E01D; E01D2/00; E01D2/04; E01D19/00; E01D19/02; E01D2101/00; E01D2101/20; E01D2101/24; E01D2101/26; E01D2101/28

Claims Analysis

Total Claims: 9
Claim 1
Independent Claim 266 words
A bridge for skewed orientation with respect to a lower overpassed roadway or the like comprising A. a rectangular bridge span having transverse ends perpendicular to its longitudinal axis and having 1. longitudinal beams longitudInally spaced supporting a bridge deck, 2. transverse diaphragms connecting longitudinally spaced pairs of said longitudinal beams 3. transverse end diaphragms supporting terminal ones of said longitudinal beams and each forming a perpendicular transverse end of said bridge span and incorporating end anchorage means for receiving post-tensioning tendons of the bridge span, accomodating tendon cable ends for convenient non-skewed post tensioning, B. an abutment for supporting the end of the rectangular bridge span and having 1. a first support wall transverse to the bridge span axis and engagingly supporting a major portion of the transverse end diaphragm of the bridge span, said first support wall having a first end adjacent to a first bridge span corner furthest removed from the lower roadway, and a second end positioned between the longitudinal axis of the bridge span and the adjacent bridge span corner closest to the lower roadway, C. a second wall positioned substantially parallel to the lower roadway and extending diagonally from said second end of the first support wall to a point adjacent to the outside edge of the upper roadway; and D. a cantilevered abutment slab supported by the second wall and having a portion thereof cantilevered outward from said second wall in juxtaposed relation with the transverse end diaphragm of the bridge span extending beyond said first support wall in cantilever fashion to form an approach to the bridge span.
Claim 2
Dependent Claim 266 words
A bridge for skewed orientation with respect to a lower overpassed roadway or the like comprising A. a rectangular bridge span having transverse ends perpendicular to its longitudinal axis and having 1. longitudinal beams longitudInally spaced supporting a bridge deck, 2. transverse diaphragms connecting longitudinally spaced pairs of said longitudinal beams 3. transverse end diaphragms supporting terminal ones of said longitudinal beams and each forming a perpendicular transverse end of said bridge span and incorporating end anchorage means for receiving post-tensioning tendons of the bridge span, accomodating tendon cable ends for convenient non-skewed post tensioning, B. an abutment for supporting the end of the rectangular bridge span and having 1. a first support wall transverse to the bridge span axis and engagingly supporting a major portion of the transverse end diaphragm of the bridge span, said first support wall having a first end adjacent to a first bridge span corner furthest removed from the lower roadway, and a second end positioned between the longitudinal axis of the bridge span and the adjacent bridge span corner closest to the lower roadway, C. a second wall positioned substantially parallel to the lower roadway and extending diagonally from said second end of the first support wall to a point adjacent to the outside edge of the upper roadway; and D. a cantilevered abutment slab supported by the second wall and having a portion thereof cantilevered outward from said second wall in juxtaposed relation with the transverse end diaphragm of the bridge span extending beyond said first support wall in cantilever fashion to form an approach to the bridge span.
Claim 3
Dependent Claim 10 words
transverse diaphragms connecting longitudinally spaced pairs of said longitudinal beams
Claim 4
Dependent Claim 10 words
transverse diaphragms connecting longitudinally spaced pairs of said longitudinal beams
Claim 5
Dependent Claim 39 words
An abutment as defined in claim 1 and further comprising: D. expansion bearings positioned between the first support wall and the transverse end diaphragm of the bridge span supported thereon permitting movement of the bridgespan relative to the abutment.
Claim 6
Dependent Claim 57 words
transverse end diaphragms supporting terminal ones of said longitudinal beams and each forming a perpendicular transverse end of said bridge span and incorporating end anchorage means for receiving post-tensioning tendons of the bridge span, accomodating tendon cable ends for convenient non-skewed post tensioning, B. an abutment for supporting the end of the rectangular bridge span and having
Claim 7
Dependent Claim 57 words
transverse end diaphragms supporting terminal ones of said longitudinal beams and each forming a perpendicular transverse end of said bridge span and incorporating end anchorage means for receiving post-tensioning tendons of the bridge span, accomodating tendon cable ends for convenient non-skewed post tensioning, B. an abutment for supporting the end of the rectangular bridge span and having
Claim 8
Dependent Claim 46 words
A bridge span as defined in claim 2 and further comprising: E. an expansion joint joining the transverse end diaphragm of the bridge span and the abutment slab adjacent thereto, said expansion joint thereby lying transverse to the bridge span and consequently being of minimum length.
Claim 9
Dependent Claim 65 words
An abutment as defined in claim 1 wherein the cantilevered portion of the abutment slab is provided with reinforcing steel dimensioned and positioned to provide load deformation characteristics substantially matching those of the adjacent transverse end of the bridge span, whereby the slab is designed for load deformation movement corresponding to similar movement of the cantilevered portion of the bridge span under varying load conditions.

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1977-02-25 1977-08-27 1978-02-26 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1981-02-25 1981-08-27 1982-02-26 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1985-02-25 1985-08-27 1986-02-26 $7700.00 Window Closed / Lapsed

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