US33954A - Improvement in construction of bridges - Google Patents
Improvement in construction of bridges Download PDFInfo
- Publication number
- US33954A US33954A US33954DA US33954A US 33954 A US33954 A US 33954A US 33954D A US33954D A US 33954DA US 33954 A US33954 A US 33954A
- Authority
- US
- United States
- Prior art keywords
- rods
- bridges
- improvement
- construction
- bars
- 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
- 238000010276 construction Methods 0.000 title description 6
- 210000001503 Joints Anatomy 0.000 description 14
- 210000002832 Shoulder Anatomy 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 239000002184 metal Substances 0.000 description 6
- 229910052751 metal Inorganic materials 0.000 description 6
- 229910001018 Cast iron Inorganic materials 0.000 description 2
- 229910000754 Wrought iron Inorganic materials 0.000 description 2
- 230000000875 corresponding Effects 0.000 description 2
- CWYNVVGOOAEACU-UHFFFAOYSA-N fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 2
- 238000009432 framing Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000000717 retained Effects 0.000 description 2
- 239000000725 suspension 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
- E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
Definitions
- This invention relates to an improvement in that class of bridges in which the suspension and arch bridges are combined.
- a A represent the two abutments of the bridges
- B B are two arches, the ends of which rest on the abutments AA, one at each side.
- the arches B B are formed in sections, each section ct being a straight metal tube, the ends of which are fitted onjoints b, which are simple angular metal heads provided with tenons c and shoulders CZ, the ends of the tubes a fitting' on the tenons c and abutting against the shoulders d, as shown clearly in Fig. 3.
- the shoulders d have a miter or beveled position, so that when the sections are connected together they form arches, as shown clearly in Fig. l.
- the joints b by which the sections ct are connected together, form the medium for connecting the suspension-rods to the arches, and also for connecting lateral stays thereto.
- the joints bl have each a rod e passing through them transversely, and to the ends of the rods e the upper ends of forked suspension-rods C are attached.
- the lower ends of the rods C pass through the ends of sleepers D, which support the liooring of the bridge or the rails E laid thereon, provided the structure be used as a railroad-bridge.
- the rods H represents rods which are forked and have their lower ends connected to the rods e, which pass through the joints h.
- the rods H form supports for longitudinal and horizontal bars I I, which are connected by crossbars h and diagonal rods i.
- the bars I I 7L and rods t' form a framing A to prevent any lateral movement of the arches B B.
- the transverse sleepers D may be of cast or wrought iron, and thelongitudinal sleepers J may be ot' the same material, the latter being grooved longitudinally to receive the rails E, which should rest on Wooden strips j, or other material, in order to allow the rails to yield or give to a certain extent.
- the transverse sleepers D may be of cast or wrought iron, and thelongitudinal sleepers J may be ot' the same material, the latter being grooved longitudinally to receive the rails E, which should rest on Wooden strips j, or other material, in order to allow the rails to yield or give to a certain extent.
- Wooden strips j or other material
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
UNITED STATES PATENT OEEIoE.
ARCHIBALD MCGUFFIE, OF ROCHESTER, NEW YORK.
IMPROVEMENT IN CONSTRUCTION OF BRIDGES.
Specification forming part of Letters Patent No. 33,954, dated December 17, 1861.
To all whom it' may concern:
Be it known that I, ARCHIBALD MCGUEEIE, of Rochester, in the county of Monroe and State of New York, have invented a new and useful Improvement-in the Construction of Bridges; and Ido hereby declare that the following is a full, clear, and exact description of the same,reference being had to the annexed drawings, making a part of this specification, in Which- Figure l is a side sectional View of my invention, taken in the line @c Fig. 2; Fig. 2, a transverse vertical section of the same, taken in the line/y y, Fig. l; Fig. 3, a detached and enlarged longitudinal section of one of the joints pertaining to the same; Fig. 4, a detached View of a portion of the bracing pertaining to the same; Fig. 5, a transverse section of Fig. 3, taken in the line z e.
Similar' letters of reference indicate corresponding parts in the several figures.
This invention relates to an improvement in that class of bridges in which the suspension and arch bridges are combined.
To enable those skilled in the art to fully understand and construct my invention, I will proceed to describe it.
A A represent the two abutments of the bridges, and B B are two arches, the ends of which rest on the abutments AA, one at each side. The arches B B are formed in sections, each section ct being a straight metal tube, the ends of which are fitted onjoints b, which are simple angular metal heads provided with tenons c and shoulders CZ, the ends of the tubes a fitting' on the tenons c and abutting against the shoulders d, as shown clearly in Fig. 3. The shoulders d have a miter or beveled position, so that when the sections are connected together they form arches, as shown clearly in Fig. l.
The joints b, by which the sections ct are connected together, form the medium for connecting the suspension-rods to the arches, and also for connecting lateral stays thereto. The joints blhave each a rod e passing through them transversely, and to the ends of the rods e the upper ends of forked suspension-rods C are attached. The lower ends of the rods C pass through the ends of sleepers D, which support the liooring of the bridge or the rails E laid thereon, provided the structure be used as a railroad-bridge. The lower ends of the rods C are secured to bars F, on which the ends of the sleepers D rest, and said bars E are braced or retained in proper position by means of rods G,which pass around the bars F at each end like links, the end rods Gr being secured in the abutments A. A, as shown atf in Fig. l.
'Ihe bars E and jointsb are braced by diagonal or cross-rods g, as shown in Fig. ,1.
H represents rods which are forked and have their lower ends connected to the rods e, which pass through the joints h. The rods H form supports for longitudinal and horizontal bars I I, which are connected by crossbars h and diagonal rods i. The bars I I 7L and rods t' form a framing A to prevent any lateral movement of the arches B B.
When the bridge is designed for railroad purposes, the transverse sleepers D may be of cast or wrought iron, and thelongitudinal sleepers J may be ot' the same material, the latter being grooved longitudinally to receive the rails E, which should rest on Wooden strips j, or other material, in order to allow the rails to yield or give to a certain extent. For railroad-bridges it would be preferable to have all the materials of metal, in order to guard against tire.
By forming or constructing the arches B as shown and described--to wit,ot tubular sections a, iitted on joints b-the sections and joints may be readily7 and snugly adjusted together, so as to form tight and iirm connections, as the ends of the tubes CL may be turned to form perfect joints.
Having thus described my invention, what I claim as new, and desire to secure by Letters Patent, is
1. The combination of the angular tenoned heads b with the tubular arch-sections ct, in the manner herein shown and described.
2. The arrangement, with the heads b and sections a, of the rods e, forked rods C,s1eep ers D, bars E, rods G g H, and bars I, as herein shown and described.
ARCHIBALD MCGUFEIE.
Witnesses:
H. MCGUEETE, JNO. H. HILL.
Publications (1)
Publication Number | Publication Date |
---|---|
US33954A true US33954A (en) | 1861-12-17 |
Family
ID=2103541
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US33954D Expired - Lifetime US33954A (en) | Improvement in construction of bridges |
Country Status (1)
Country | Link |
---|---|
US (1) | US33954A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5993162A (en) * | 1994-04-29 | 1999-11-30 | United Technologies Corporation | Ramped dovetail rails for rotor blade assembly |
-
0
- US US33954D patent/US33954A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5993162A (en) * | 1994-04-29 | 1999-11-30 | United Technologies Corporation | Ramped dovetail rails for rotor blade assembly |
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