US47920A - Improvement in bridges - Google Patents
Improvement in bridges Download PDFInfo
- Publication number
- US47920A US47920A US47920DA US47920A US 47920 A US47920 A US 47920A US 47920D A US47920D A US 47920DA US 47920 A US47920 A US 47920A
- Authority
- US
- United States
- Prior art keywords
- truss
- chord
- braces
- rods
- bridges
- 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 2
- 238000010276 construction Methods 0.000 description 1
- 230000001747 exhibiting effect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
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
Definitions
- the said truss has a top chord, A, abottom chord, B, two posts, C O, and one or more series of vertical tie-rods, D D D, and it may or maynot include an arched beam, E. It also has extending from chord to chord one or more series of curved braces, F F F F F, each of which braces diverges from that next to it, one on either edge of it, the same being as shown in Figs. 1 and 2.
- One series of these branches, F F F is arranged in front of and to stand in opposite directions with respect to those of the other series, and lays against them, side by side, the whole being as shown in Fig.
- the braces may be semicircular or semi-elliptic, or be arcs of circles, ovals, or ellipses in form, and be arranged as shown in Fig. 2, in which they are not'onlyv shown as divergent, but as lapping one on another.
- the divergence of the braces causes the overlaps of the braces to be closer together at or near the bottom chord than they are at or near the top chord, and in a manner to add greatly to the strength of the truss, where each brace, at its crossing with another, is to be secured to it by one or more bolts or pins extended through the two, or by being locked into or to one another.
- Such lacing may be carried asmany times between and about the posts and tie-rods as may benecessary, in order to insure the requisite strength to the truss;v and for further strengthening the truss I extend from the top of each post to the bottom of the other, or thereabout, a cable or rod, c, causing the two cables c c to cross one another at or about at the middle of the bottom chord.
- Each cable or rod, from its crossing with the other, descends below the bottom chord, and is supported by a series of struts, d ci d, projecting down from such chord.
- each post may be stayed by one or more rods carried back from or near its top and to and into the earth or abutment.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Description
UNITED STATES PATENT OFFICE.
JOHN BOLES, 2D, OF BOSTON, MASSACHUSETTS.
IMPROVEMENT IN BRIDGES.
Specication forming part of Letters Patent No. 47,920, dated May 30, 1865.
To a/Z whom it may concern..-
Be it known that I, JOHN BoLEs, 2d, of Boston, in the county of Suffolk and State of Massachusetts, have made a new and useful Invention having reference to Trusses for Bridges, Roofs, Src.; and I do hereby declare the same to be fully described in the following specication, and represented in the accompanying drawings, of which- Figures 1 and 2 are side elevations of a truss exhibiting my invention. Fig. 3 is a transverse section, and Fig. 4 is a longitudinal section, of'it.
The said truss has a top chord, A, abottom chord, B, two posts, C O, and one or more series of vertical tie-rods, D D D, and it may or maynot include an arched beam, E. It also has extending from chord to chord one or more series of curved braces, F F F F F F, each of which braces diverges from that next to it, one on either edge of it, the same being as shown in Figs. 1 and 2. One series of these branches, F F F, is arranged in front of and to stand in opposite directions with respect to those of the other series, and lays against them, side by side, the whole being as shown in Fig. I; or, in other words, the braces may be semicircular or semi-elliptic, or be arcs of circles, ovals, or ellipses in form, and be arranged as shown in Fig. 2, in which they are not'onlyv shown as divergent, but as lapping one on another. In both these cases the divergence of the braces causes the overlaps of the braces to be closer together at or near the bottom chord than they are at or near the top chord, and in a manner to add greatly to the strength of the truss, where each brace, at its crossing with another, is to be secured to it by one or more bolts or pins extended through the two, or by being locked into or to one another. Through the middle of the bottom chord, and from one post to the other, I run an iron rod or cable, a, the same being as shown in Fig. 2, and also in Fig. 4. This rod or cable a is to be fastened at its ends to the posts or the bases thereof, it serving to strengthen the truss. I also combine with the truss, as made with the two chords and their connecting-rods and braces, a lacing, b, of metallic wire, which Iextend from post to post and interlace with the vertical tie-rods at or near their lower ends and just above the top chord. Such lacing may be carried asmany times between and about the posts and tie-rods as may benecessary, in order to insure the requisite strength to the truss;v and for further strengthening the truss I extend from the top of each post to the bottom of the other, or thereabout, a cable or rod, c, causing the two cables c c to cross one another at or about at the middle of the bottom chord. Each cable or rod, from its crossing with the other, descends below the bottom chord, and is supported by a series of struts, d ci d, projecting down from such chord.
By the cables or rods c c so arranged and applied to the truss, I am enabled to add greatly to the strength of the truss. If desired, each post may be stayed by one or more rods carried back from or near its top and to and into the earth or abutment.
What I claim as my invention in the abovedescribed truss is as follows, viz:
l. The combination as well as the arrangement of the lacing b with the truss composed of the posts, top and bottom chords, braces,
and vertical tie-rods, as specified. I
2. The construction of the truss with the from the top to the bottom chord, as specified, and in combination therewith the two tension wires or cables c c, arranged as speciiied.
JOHN BOLES, 2D.
Witnesses:
R. H. EDDY, F. l?. HALE, Jr.
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US47920A true US47920A (en) | 1865-05-30 |
Family
ID=2117475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US47920D Expired - Lifetime US47920A (en) | Improvement in bridges |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US47920A (en) |
Cited By (1)
| 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 |
-
0
- US US47920D patent/US47920A/en not_active Expired - Lifetime
Cited By (2)
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US47920A (en) | Improvement in bridges | |
| US1973882A (en) | Roof truss | |
| US630809A (en) | Bridge. | |
| US48013A (en) | Improvement | |
| US7305A (en) | Arch-truss for bridges | |
| US755724A (en) | Bridge. | |
| US956194A (en) | Reinforced concrete. | |
| US98620A (en) | Improvement in bridges | |
| US504559A (en) | clarke | |
| US96278A (en) | Improved bridge | |
| US210754A (en) | Improvement in truss-bridges | |
| US629902A (en) | Bridge. | |
| US571150A (en) | Fence | |
| US31157A (en) | Iron bridge | |
| US78797A (en) | John foreman | |
| US314261A (en) | Truss for bridges | |
| US20400A (en) | Lattice iron eence | |
| US566233A (en) | Compound-truss bridge | |
| US743262A (en) | Setts | |
| US746679A (en) | Suspension-bridge. | |
| US478438A (en) | Bridge | |
| US349468A (en) | Bridge | |
| US293427A (en) | Bridge | |
| US1048421A (en) | Metal reinforcement for concrete structures. | |
| US767813A (en) | Movable wire fence. |