US183291A - Improvement in girders for bridges - Google Patents
Improvement in girders for bridges Download PDFInfo
- Publication number
- US183291A US183291A US183291DA US183291A US 183291 A US183291 A US 183291A US 183291D A US183291D A US 183291DA US 183291 A US183291 A US 183291A
- Authority
- US
- United States
- Prior art keywords
- tubes
- bridges
- truss
- girders
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D6/00—Truss-type bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/28—Concrete reinforced prestressed
Definitions
- My invention relates to the construction of bridges particularly adapted for long spans, embodying great strength and much less weight than the ordinary truss-bridge; and it consists in the employment of two or more tubes, arranged side by side, for the reception of sleepers or ties, upon which rests the flooring or rails. Said tubes are strengthened by the employment of truss-work arranged and secured within, which serves to make the structureself-sustaining, &c. Chords, as an additional means of supporting the structure,
- the object of my invention is the employ ment of tubes, arranged together in such a manner as to make a comparatively light structure, embodying great strength, subject to be re-enforced at will by the addition of truss-supports within, or the use of chords, or both together, capable of being entirely completed at the shop before its final erection.
- FIG. 1 is a perspective View of my invention, with tubes in partial section.
- the tubes may be constructed in any of the known ways. Generally, boiler-iron is used, riveted together in the usual manner, and may be made in sectionsof suitable lengths for ready handling, and of a diameter sufficient for the strength required to support the weight to be applied thereon-that is to say, for a bridge of from one'hundred to five hun-. dred feet span, from-three to six feet in diameter is believed to be sufficient, when only two tubes are employed, when re-enforced by truss-supports or chords.
- tubes For railway and similar purposes, in longer spans, and where greater weight is to be applied, several tubes may be employed and arranged side by side, similar to the representation in the drawing, with the roadway arranged upon their top.
- the truss-supports which are arranged within. are formed of iron, by casting or forging, secured in position either through the entire length of the tubes, or at those points most likely to yield under the superincumbent weight. No particular'form is essential, although the drawing exhibits a convenient and strong formation.
- Said truss-supports may be made in single pieces or in sections, and bolted, or otherwise, (within,) in a vertical position, to the road-bed, with one or more rows in atube.
- the truss may be dispensed with, and chords substituted therefor, in connection with props, as shown in the drawing, secured .by nuts or anchors at or near the ends of the bridge to suitable plates or masonry. Suitable piers or beds of masonry areprovided, upon which to rest the ends of the structure.
- chords and props and the truss-work in the interior of tubular girders, substantially as herein described, and for the purpose set forth.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Bridges Or Land Bridges (AREA)
Description
I. FOSTER.
s1 RDERS'FOR BRIDGES? N o.183,z91 mama Oct. 17, 1876.
[Izaak 077 NJETERS, PHOYQLITRQGRAPMER, WASHINGTON. D. O.
NITED STATES PATENT Orrron.
JOSIAH FOSTER, OF HONESDALE, PENNSYLVANIA.
IMPROVEM ENT IN GIRDERS FOR BRIDGES.
Specification forming part of Letters Patent No. 183:291, dated October 17, 1876; application filed December 4, 1873.
To all whom it may concern Be it known that I, JOSIAH FOSTER, of Honesdale, in the county of Wayne, in the State of Pennsylvania, have invented new and useful Improvements in Tubular Girders for Bridges and other similar purposes; and I do hereby declare that the following specification, taken in connection with the drawings furnished, is a full, clear, and exact description thereof, which will enable others skilled in the art to construct the same.
My invention relates to the construction of bridges particularly adapted for long spans, embodying great strength and much less weight than the ordinary truss-bridge; and it consists in the employment of two or more tubes, arranged side by side, for the reception of sleepers or ties, upon which rests the flooring or rails. Said tubes are strengthened by the employment of truss-work arranged and secured within, which serves to make the structureself-sustaining, &c. Chords, as an additional means of supporting the structure,
. are employed, which may be used with the truss-supports or without.
The object of my invention is the employ ment of tubes, arranged together in such a manner as to make a comparatively light structure, embodying great strength, subject to be re-enforced at will by the addition of truss-supports within, or the use of chords, or both together, capable of being entirely completed at the shop before its final erection.
Referring to the drawing, the figure is a perspective View of my invention, with tubes in partial section.
To enable others skilled in the art to construct my invention, I will describe it in detail.
The tubes may be constructed in any of the known ways. Generally, boiler-iron is used, riveted together in the usual manner, and may be made in sectionsof suitable lengths for ready handling, and of a diameter sufficient for the strength required to support the weight to be applied thereon-that is to say, for a bridge of from one'hundred to five hun-. dred feet span, from-three to six feet in diameter is believed to be sufficient, when only two tubes are employed, when re-enforced by truss-supports or chords.
For railway and similar purposes, in longer spans, and where greater weight is to be applied, several tubes may be employed and arranged side by side, similar to the representation in the drawing, with the roadway arranged upon their top. The truss-supports which are arranged within. are formed of iron, by casting or forging, secured in position either through the entire length of the tubes, or at those points most likely to yield under the superincumbent weight. No particular'form is essential, although the drawing exhibits a convenient and strong formation.
. Said truss-supports may be made in single pieces or in sections, and bolted, or otherwise, (within,) in a vertical position, to the road-bed, with one or more rows in atube. In small tubes the truss may be dispensed with, and chords substituted therefor, in connection with props, as shown in the drawing, secured .by nuts or anchors at or near the ends of the bridge to suitable plates or masonry. Suitable piers or beds of masonry areprovided, upon which to rest the ends of the structure.
In long spans I secure the ends of the tubes to a plate, which serves as a carriage, arranged upon slides or upon rolls, to allow action in its expansion and contraction of the bridge caused by atmospheric changes, &c. The door beams or ties may be bolted to the tubes crosswise, and the flooring or track laid upon them, as shown in the drawing.
Having thus set forth my invention, I do not claim, broadly, the use of a tube, nor the means of supporting the structure at its center by cables; but,
Having thus set forth its construction, what I claim as new, and desire to secure Letters Patent of the United States for, is-
The combined arrangement of the chords and props and the truss-work in the interior of tubular girders, substantially as herein described, and for the purpose set forth.
In witness that I claim the foregoing I have hereunto signed my name before two witnesses this 7th day of November, A. D. 1873.
JOSIAH FOSTER. [L. s.]
Witnesses:
JOHN DANE, J r., H. M. WILSON.
Publications (1)
Publication Number | Publication Date |
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US183291A true US183291A (en) | 1876-10-17 |
Family
ID=2252696
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US183291D Expired - Lifetime US183291A (en) | Improvement in girders for bridges |
Country Status (1)
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US (1) | US183291A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4620400A (en) * | 1980-11-25 | 1986-11-04 | Bouygues | Prestressed concrete structure, a method of producing this structure, and elements for implementing the method |
-
0
- US US183291D patent/US183291A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4620400A (en) * | 1980-11-25 | 1986-11-04 | Bouygues | Prestressed concrete structure, a method of producing this structure, and elements for implementing the method |
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