US118566A - Improvement in arched trusses for bridges - Google Patents

Improvement in arched trusses for bridges Download PDF

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US118566A
US118566A US118566DA US118566A US 118566 A US118566 A US 118566A US 118566D A US118566D A US 118566DA US 118566 A US118566 A US 118566A
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bridges
improvement
chord
arch
arched
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D15/00Movable or portable bridges; Floating bridges
    • E01D15/12Portable or sectional bridges
    • E01D15/133Portable or sectional bridges built-up from readily separable standardised sections or elements, e.g. Bailey bridges

Definitions

  • My invention consists in the improvement of bow-string bridges, as hereinafter fully described and subsequently pointed out in the claim.
  • Figure l is an elevation of an arched truss constructed accord ing to my invention.
  • Fig. 2 is a vertical crosssection of Fig. l taken on the line x Similar letters of referenceindicate corresponding parts.
  • A is the arch-truss. A lis the arch proper.
  • B is the lattice-work connecting the arch A and the chord.
  • C is the chord.
  • the arch A is formed of a series of cast-iron flanged segments, marked D, seen pl( inly in Fig. 2.
  • E is a broad plate of boiler or wrought-iron, which is firmly riveted over the top of the segments D and to the ends of the chord O, as represented. in the drawing.
  • F is another broad wrought-iron plate, secured to the under sides of the segments, and also to the chord C, byY rivets.
  • the chord C it will be seen, is thus irlnly connected with the ends of the arch A.
  • the chord-plate may be broader than the arch-plates, and all the plates may be broader in the middle than at the ends. These broad plates (especially the broad chord) allow the bridge or truss to resist lateral pressure, and add materially to the strength of the structure.
  • the lattice-slats B pass through mortises in the lower iian ges of the segments and the lower plate F, and are securely riveted or bolted tothe segments, as seen in Fig. l.
  • the lower ends of these slats pass through mortises in the chord, beneath which they are confined by keys, as represented, or in any other suitable manner.
  • the lattice-slats are riveted together where they intersect each other, as seen at G.
  • This arched truss is more particularly designed to be employed in bridge-building, but is not necessarily confined thereto; as it may be used for various other purposes.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Stringed Musical Instruments (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Bridges Or Land Bridges (AREA)

Description

E vTrusses for Bridges.
I Patented Aug. 29, 182|.
, I @mums fax l l @Umweg Q Jlritsllvlll UNITED STATES PATENT OFFICE.
PETER L. WEIMER, OF LEBANON, PENNSYLVANIA, ASSIGNOR TO HIMSELF, J. A.
WEIMER, AND L. E. WEIMER, OF SAME PLAGE.
IMPROVEMENT IN ARCHED TRUSSES FOR BRIDGES.
Specification forming part of Letters Patent No. 118,566, dated August 29, 1871.
vwill enable others skilled in the art to make and use the same, reference being had to the accompanying drawing forming part of this specificatlon.
My invention consists in the improvement of bow-string bridges, as hereinafter fully described and subsequently pointed out in the claim.
In the accompanying drawing, Figure l is an elevation of an arched truss constructed accord ing to my invention. Fig. 2 is a vertical crosssection of Fig. l taken on the line x Similar letters of referenceindicate corresponding parts.
A is the arch-truss. A lis the arch proper. B is the lattice-work connecting the arch A and the chord. C is the chord. The arch A is formed of a series of cast-iron flanged segments, marked D, seen pl( inly in Fig. 2. E is a broad plate of boiler or wrought-iron, which is firmly riveted over the top of the segments D and to the ends of the chord O, as represented. in the drawing. F is another broad wrought-iron plate, secured to the under sides of the segments, and also to the chord C, byY rivets. The chord C, it will be seen, is thus irlnly connected with the ends of the arch A. The chord-plate may be broader than the arch-plates, and all the plates may be broader in the middle than at the ends. These broad plates (especially the broad chord) allow the bridge or truss to resist lateral pressure, and add materially to the strength of the structure. The lattice-slats B pass through mortises in the lower iian ges of the segments and the lower plate F, and are securely riveted or bolted tothe segments, as seen in Fig. l. The lower ends of these slats pass through mortises in the chord, beneath which they are confined by keys, as represented, or in any other suitable manner. The lattice-slats are riveted together where they intersect each other, as seen at G.
This arched truss is more particularly designed to be employed in bridge-building, but is not necessarily confined thereto; as it may be used for various other purposes.
Having thus described my invention., I claim as `new and desire to secure by Letters Patent- As an improvement in bow-string bridges, the combination, with an upper chord formed of a central web of cast-iron stiened laterally by wrought-iron plates, of a lower chord formed of a wide plate of boiler-iron placed horizontally, to give lateral strength to the truss, as described.
P. L. WEIIMER.
Witnesses S. P. HABER, JOHN G. SHIRE.
US118566D Improvement in arched trusses for bridges Expired - Lifetime US118566A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040040100A1 (en) * 2002-09-04 2004-03-04 Mitsuhiro Tokuno Reinforcement structure of truss bridge or arch bridge
US10190271B2 (en) * 2015-10-13 2019-01-29 University Of Notre Dame Du Lac Adjustable modules for variable depth structures
US10626611B2 (en) 2016-11-08 2020-04-21 University Of Notre Dame Du Lac Modular truss joint

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040040100A1 (en) * 2002-09-04 2004-03-04 Mitsuhiro Tokuno Reinforcement structure of truss bridge or arch bridge
US6892410B2 (en) * 2002-09-04 2005-05-17 Asahi Engineering Co., Ltd. Reinforcement structure of truss bridge or arch bridge
US10190271B2 (en) * 2015-10-13 2019-01-29 University Of Notre Dame Du Lac Adjustable modules for variable depth structures
US10370805B2 (en) 2015-10-13 2019-08-06 University Of Notre Dame Du Lac Adjustable bolted steel plate connection
US10538887B2 (en) 2015-10-13 2020-01-21 University Of Notre Dame Du Lac Adjustable connection for structural members
US10626611B2 (en) 2016-11-08 2020-04-21 University Of Notre Dame Du Lac Modular truss joint

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