US118566A - Improvement in arched trusses for bridges - Google Patents
Improvement in arched trusses for bridges Download PDFInfo
- Publication number
- 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
- Authority
- US
- United States
- Prior art keywords
- bridges
- improvement
- chord
- arch
- arched
- 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
Links
- 229910000754 Wrought iron Inorganic materials 0.000 description 6
- CWYNVVGOOAEACU-UHFFFAOYSA-N fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 6
- 229910001018 Cast iron Inorganic materials 0.000 description 4
- 230000000875 corresponding Effects 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/12—Portable or sectional bridges
- E01D15/133—Portable 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.
Landscapes
- 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.
Publications (1)
Publication Number | Publication Date |
---|---|
US118566A true US118566A (en) | 1871-08-29 |
Family
ID=2188023
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US118566D Expired - Lifetime US118566A (en) | Improvement in arched trusses for bridges |
Country Status (1)
Country | Link |
---|---|
US (1) | US118566A (en) |
Cited By (3)
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 |
-
0
- US US118566D patent/US118566A/en not_active Expired - Lifetime
Cited By (6)
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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