US15823A - Bridge - Google Patents
Bridge Download PDFInfo
- Publication number
- US15823A US15823A US15823DA US15823A US 15823 A US15823 A US 15823A US 15823D A US15823D A US 15823DA US 15823 A US15823 A US 15823A
- Authority
- US
- United States
- Prior art keywords
- arch
- bridge
- tubes
- plates
- crown
- 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
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 240000001973 Ficus microcarpa Species 0.000 description 6
- 238000010276 construction Methods 0.000 description 6
- 229910001018 Cast iron Inorganic materials 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 4
- 238000005755 formation reaction Methods 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 229910000754 Wrought iron Inorganic materials 0.000 description 2
- 230000000875 corresponding Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- CWYNVVGOOAEACU-UHFFFAOYSA-N fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002023 wood Substances 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
- E01D4/00—Arch-type bridges
Definitions
- My invention has for its objects a ⁇ construction of an arch bridge combining lightness and economy of material with perfect stability and particularly adapted to form arches of wide span-flat curve and absolute rigidity such as are frequently required for railroads.
- each voussoir is composed of tubes arranged in a number of parallel ranks of concentric arcs, and in which the tubing of each co1n ponent arc has an enlarged substance and wider bearing toward the spring or abutment; the tubes composing each voussoir being held firmly to their respective ranks and positions by flanged head plates placed radially with respect to the curve of the arch.
- Figure l represents by side elevation a small bridge on my improved plan of construction.
- Fig. 2 is a top view of the same.
- Fig. 3 is a side elevation representing a bridge of tive hundred feet span.
- Fig. 4 is a top view of the same.
- Fig. 5 is a transverse section taken at the line A B Fig. l.
- Fig. G is a t-ransverse section taken at the line C D Fig. l.
- Fig. 7 is a transverse section taken at the line E F Fig. l.
- Fig. S is a perspective view on an enlarged scale of a portion of the ranges belonging to one side of the bridge.
- the ⁇ piers (a) may be of usual construction.
- a these tubes as they extend from the crown toward the abutment on either side increase in size substance and breadth of bearing, and may be all of them cylindrical in shape, or where a parallel roadway is desired the expansion toward the abutment and the contraction toward the crown may be wholly or chiefly in a vertical direction, so that the tubing being cylindrical about the haunches 15,823, dated September 30, 1856.
- (c) are flat iron plates of rectangular outline, and placed at stated distances radially in the arch; their represented annular iianges being adapted to confine the ends of the tubes and to secure them against lateral displacement.
- brace or connecting plates formed of boiler iron and extending from the nearest vertical edge of the head plate of one set of voussoirs to that of the neXt adjacent set. These brace plates are on eitheredge firmly secured to the said head plates. They may be placed wherever they will not interfere with the thcroughfares.
- Wrought iron or wood may be partly or wholly substituted for cast iron in this connection.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Road Paving Structures (AREA)
- Road Signs Or Road Markings (AREA)
Description
UNITED STATES PATENT OFFICE.
I. ROGERS, OF CINCINNATI, OHIO.
BRIDGE.
Specification of Letters Patent No.
To all 'whom t `may concern:
Be it known that I, IsAIAH ROGERS, of Cincinnati, I-Iamilton county, Ohio, have invented new and useful Improvements in Bridges; and I do hereby declare the following to be a full, clear, and eXact description thereof, reference being had to the annexed drawings, making part of this speciication.
My invention has for its objects a` construction of an arch bridge combining lightness and economy of material with perfect stability and particularly adapted to form arches of wide span-flat curve and absolute rigidity such as are frequently required for railroads.
To accomplish these objects I have devised a formation of arch in which each voussoir is composed of tubes arranged in a number of parallel ranks of concentric arcs, and in which the tubing of each co1n ponent arc has an enlarged substance and wider bearing toward the spring or abutment; the tubes composing each voussoir being held firmly to their respective ranks and positions by flanged head plates placed radially with respect to the curve of the arch.
In the accompanying drawings Figure l represents by side elevation a small bridge on my improved plan of construction. Fig. 2 is a top view of the same. Fig. 3 is a side elevation representing a bridge of tive hundred feet span. Fig. 4 is a top view of the same. Fig. 5 is a transverse section taken at the line A B Fig. l. Fig. G is a t-ransverse section taken at the line C D Fig. l. Fig. 7 is a transverse section taken at the line E F Fig. l. Fig. S is a perspective view on an enlarged scale of a portion of the ranges belonging to one side of the bridge.
The `piers (a) may be of usual construction.
(b) are tubes of cast iron or otherwise;
A these tubes, as they extend from the crown toward the abutment on either side increase in size substance and breadth of bearing, and may be all of them cylindrical in shape, or where a parallel roadway is desired the expansion toward the abutment and the contraction toward the crown may be wholly or chiefly in a vertical direction, so that the tubing being cylindrical about the haunches 15,823, dated September 30, 1856.
of the arch assumes a gradually ovaling form both toward the crown and toward the abutments, the maj or diameter being of course in such case horizontal toward and at the center of the arch and vertical at the ends.
(c) are flat iron plates of rectangular outline, and placed at stated distances radially in the arch; their represented annular iianges being adapted to confine the ends of the tubes and to secure them against lateral displacement.
(d) are brace or connecting plates formed of boiler iron and extending from the nearest vertical edge of the head plate of one set of voussoirs to that of the neXt adjacent set. These brace plates are on eitheredge firmly secured to the said head plates. They may be placed wherever they will not interfere with the thcroughfares.
In the present illustration, two principal thoroughfares or roadways are provided for, the upper one supporting a railroad track, and the lower one being occupied by a wagon road and foot paths. Wrought iron or wood may be partly or wholly substituted for cast iron in this connection.
I claim as new and of my invention here` 1. The formation substantially as described, of an arch whose voussoirs consist of one or more ranges of tubes in vertical planes, held in position by the described radial plates with conlining flanges, the tubes of each component arc, being gradually displayed and enlarged 4from the crown of the arch each way, the enlargement in one direction and the contraction in the other direction being such as to preserve a circular section throughout, or gradually ovaling from the haunches by a vertical enlargement toward the ends and a corresponding contraction toward the center of the arch according to circumstances.
2. I claim in combination therewith the described mode of staying and bracing together the several ranges of such tubular voussoirs.
In testimony whereof, I hereunto set my hand.
ISAIAH ROGERS. Attest:
JAS. H. GRIDLEY, WM. L. SPooNER.
Publications (1)
Publication Number | Publication Date |
---|---|
US15823A true US15823A (en) | 1856-09-30 |
Family
ID=2076935
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US15823D Expired - Lifetime US15823A (en) | Bridge |
Country Status (1)
Country | Link |
---|---|
US (1) | US15823A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2736334A (en) * | 1951-11-23 | 1956-02-28 | Walter E Riley | Twin-arch pipe line span |
US20050131907A1 (en) * | 2003-12-12 | 2005-06-16 | Canon Kabushiki Kaisha | Document management system having document transmission device, document management server, and document management client |
US20100281632A1 (en) * | 2009-05-08 | 2010-11-11 | Meheen H Joe | Tunable Load Sharing Arch Bridge |
US20130091640A1 (en) * | 2008-11-20 | 2013-04-18 | Gary P. Wilkinson | Support element |
-
0
- US US15823D patent/US15823A/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2736334A (en) * | 1951-11-23 | 1956-02-28 | Walter E Riley | Twin-arch pipe line span |
US20050131907A1 (en) * | 2003-12-12 | 2005-06-16 | Canon Kabushiki Kaisha | Document management system having document transmission device, document management server, and document management client |
US20130091640A1 (en) * | 2008-11-20 | 2013-04-18 | Gary P. Wilkinson | Support element |
US9321318B2 (en) * | 2008-11-20 | 2016-04-26 | Gary P. Wilkinson | Support element |
US20100281632A1 (en) * | 2009-05-08 | 2010-11-11 | Meheen H Joe | Tunable Load Sharing Arch Bridge |
US8752225B2 (en) * | 2009-05-08 | 2014-06-17 | H. Joe Meheen | Tunable load sharing arch bridge |
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