US113030A - Improvement in bridges - Google Patents

Improvement in bridges Download PDF

Info

Publication number
US113030A
US113030A US113030DA US113030A US 113030 A US113030 A US 113030A US 113030D A US113030D A US 113030DA US 113030 A US113030 A US 113030A
Authority
US
United States
Prior art keywords
bridges
bridge
cable
arches
improvement
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Lifetime
Application number
Publication date
Application granted granted Critical
Publication of US113030A publication Critical patent/US113030A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D6/00Truss-type bridges

Definitions

  • My invention consists in a novel arrangement of parts constituting a bridge, whose upper and lower members consist, respectively, of a direct and an inverted arch of timber or of metal, connectedby diagonal bracing, which forms, with said arches, a series of triangles, the whole being tied longitudinally by a wire cable, that is connected to one or both arches by vertical and diagonal braces, in manner hereinafter set forth.
  • My bridge is believed to combine in an eminent degree the maximum strength with minimum weight and cost.
  • Figure l is a side elevation of a bridge embodying my invention.
  • Fig. 2 is a partial elevation, showing a modication of my bridge.
  • a and B are, respectively, the upper and lower arches, which, when of timber, as here represented, are searfed and bolted, or otherwise suitably secured, as customary in the arch and string pieces of wooden bridges.
  • C are diagonal braces (preferably iron rods) passing through or alongside of the arch-timbers, and through plates D D" outside the same, where they are secured by nuts E.
  • abutments F which have ilat shoulders j for that purpose, and which are rounded f) on their outside ends, to take the bight or loop g of a wire cable, Gr, which is stretched from end to end of the bridge, and which is held fast and supported by truss-timbers H, whose lower ends abut in pairs upon the lower arch just 'over the points of intersection of the diagonal braces, and whose upper ends abut in pairs just below the said cable, which they serveto support, and to which they are united by stirrups I.
  • Rods J having heads below the plates Dand passing upward through them, are hooked over the cable G.
  • VA block, K which may form part of the abutment F, is interposed between the upper and lower arches at theirv extremities, and may be bolted to the same.
  • the bridge rests, by its end pieces or abutments F, upon suitable sills or bolsters L, to which it is made fast by bolts M or other means.
  • the roadway N Inay be below the bridge proper, and be suspended from the lower arch, in the Inanner represented, or may be within 'or supported above the said bridge proper, if
  • a modification of my invention may have posts O, that extend from the apexes of the truss-timbers'H and the wire cable G to the upper arch, to which, as to the cable, they are -braces C, trusses H, and rods O, in conjunction with the cable, and with the described or equivalent accessories.

Landscapes

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

Description

lUNITED STATES PATENT OFFICE.
FERDINAND DIECKMANN, OF CINCINNATI, OHIO.
.IMPROVEMENW INY BRIDGES.
Speciiication forming part of Letters Patent No. 113,030, dated March 28, 1871.
To all whom it may concern:
Be it known that I, FERDINAND DIECI;- MANN, of Cincinnati, Hamilton county, Ohio, have invented a new and useful Improvement in Bridges, of which the following is a speciiication:
My invention consists in a novel arrangement of parts constituting a bridge, whose upper and lower members consist, respectively, of a direct and an inverted arch of timber or of metal, connectedby diagonal bracing, which forms, with said arches, a series of triangles, the whole being tied longitudinally by a wire cable, that is connected to one or both arches by vertical and diagonal braces, in manner hereinafter set forth.
My bridge is believed to combine in an eminent degree the maximum strength with minimum weight and cost.
Referring to the drawings, Figure lis a side elevation of a bridge embodying my invention. Fig. 2 is a partial elevation, showing a modication of my bridge.
A and B are, respectively, the upper and lower arches, which, when of timber, as here represented, are searfed and bolted, or otherwise suitably secured, as customary in the arch and string pieces of wooden bridges. C are diagonal braces (preferably iron rods) passing through or alongside of the arch-timbers, and through plates D D" outside the same, where they are secured by nuts E. The ends of the arches rest against abutments F, which have ilat shoulders j for that purpose, and which are rounded f) on their outside ends, to take the bight or loop g of a wire cable, Gr, which is stretched from end to end of the bridge, and which is held fast and supported by truss-timbers H, whose lower ends abut in pairs upon the lower arch just 'over the points of intersection of the diagonal braces, and whose upper ends abut in pairs just below the said cable, which they serveto support, and to which they are united by stirrups I. Rods J, having heads below the plates Dand passing upward through them, are hooked over the cable G. VA block, K, which may form part of the abutment F, is interposed between the upper and lower arches at theirv extremities, and may be bolted to the same.
The bridge rests, by its end pieces or abutments F, upon suitable sills or bolsters L, to which it is made fast by bolts M or other means.
The roadway N Inay be below the bridge proper, and be suspended from the lower arch, in the Inanner represented, or may be within 'or supported above the said bridge proper, if
desired.
A modification of my invention may have posts O, that extend from the apexes of the truss-timbers'H and the wire cable G to the upper arch, to which, as to the cable, they are -braces C, trusses H, and rods O, in conjunction with the cable, and with the described or equivalent accessories.
I claim herein as new and of my invention- The described arrangement and combination `of arches A B, diagonal braces C, abut ments F F, cable G, truss-timbers H, either with or without the posts O, as and for the purpose set forth.
In testimony of which invention I hereunto set my hand.
FERDINAND DIEGKMANN.
Witnesses GEo. H. KNIGHT, Jarras H. LAYFDIN.
US113030D Improvement in bridges Expired - Lifetime US113030A (en)

Publications (1)

Publication Number Publication Date
US113030A true US113030A (en) 1871-03-28

Family

ID=2182496

Family Applications (1)

Application Number Title Priority Date Filing Date
US113030D Expired - Lifetime US113030A (en) Improvement in bridges

Country Status (1)

Country Link
US (1) US113030A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3247629A (en) * 1962-06-05 1966-04-26 Behlen Mfg Company Inc Catenary roof structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3247629A (en) * 1962-06-05 1966-04-26 Behlen Mfg Company Inc Catenary roof structure

Similar Documents

Publication Publication Date Title
US691982A (en) Suspension-bridge.
US113030A (en) Improvement in bridges
US238130A (en) Bridge
US391463A (en) Arch bridge
US4004A (en) Wooden bbidge
US34311A (en) Truss-girder
US14313A (en) Girder foe bridges
US110173A (en) Improvement in bridges
US399105A (en) Trussed suspension-bridge
US212941A (en) Improvement in bridges
US215522A (en) Improvement in bridges
US107576A (en) Improvement in bridges
US6230A (en) Elliptical of oval truss-frame for bridgkes
US755724A (en) Bridge.
US132087A (en) Improvement in iron girders
US85171A (en) Edward m
US566233A (en) Compound-truss bridge
US1538493A (en) Grain-hopper scale
US2064A (en) Construction of iron-truss bridges
US185185A (en) Improvement in wrought-iron bridges
US97714A (en) Improved bridge
US627859A (en) Bridge.
US221632A (en) Improvement in bridges
US174322A (en) Improvement in swings
US78797A (en) John foreman