US171323A - Improvement in iron truss-bridges - Google Patents
Improvement in iron truss-bridges Download PDFInfo
- Publication number
- US171323A US171323A US171323DA US171323A US 171323 A US171323 A US 171323A US 171323D A US171323D A US 171323DA US 171323 A US171323 A US 171323A
- Authority
- US
- United States
- Prior art keywords
- posts
- bridges
- improvement
- upper chord
- pieces
- 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 title description 8
- 229910052742 iron Inorganic materials 0.000 title description 4
- 239000000203 mixture Substances 0.000 description 6
- 229910001208 Crucible steel Inorganic materials 0.000 description 4
- 230000000875 corresponding Effects 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
- Figure 1 is a side view of the bridgeembodying my invention.
- Figs. 2 and at are longitudinal sections of detached portions thereof.
- Figs. 3 and 5 are end views thereof.
- My invention consists in constructing the upper chord, end posts, and intermediate posts of two or more tubes, inclosed one within the other. It also consists in knee-pieces having tenons for reception of the ends of the upper -chord, and of the end pieces and pins for attachment of the tie-rods. It also consists in joint-blocks having tenons for reception of the ends of the upper chord and of the intermediate posts, and pins for attachment of the tie'rods.
- A represents the upperehord; B, the end posts; 0, the intermediate posts; and D, the tie-rods.
- the end posts B incline toward the center of the bridge, and the intermediate posts 0, which are in two series, also incline toward the center of the bridge.
- the tie-rods D extend from the 'upper end of one intermediate post to the base of an intermediate post second from the one from which it started, so that said rod crosses the post immediately next to it, at a point above the center a of said post.
- E represents the knee-pieces, to which are connected the upper chord and end posts. These pieces are formed of cast-steel, and their ends are tenoned, as at b, for the reception of the ends of the upper chord and end posts.
- F represents joint-blocks, which are formed of cast-steel, and their ends are tenoned, as at c, .for attachment of the ends of the upper chord.
- projections G On the lower side of the blocks there are projections G, whose ends are tenoned, as at d,
- the upper chord, end posts, and intermediate posts are formed of two or more tubes, inclosed one within the other, and, in order to attach them, respectively, to the knee-pieces and joint-blocks, the tenoned ends thereof are grooved, as at e f.
- H represents pins, project-- sition, an exceedingly firm and reliable truss or structure will be produced.
- the strength of the truss is increased by the disposition of the tierods 0, whereby the strain is diffused over a larger surface, and this permits the upper chord and tie-rods to be constructed lighter than usually.
- joint-blocks F with tenoned ends, in combination with the upper chord and intermediate posts, formed of two or more tubes inclosed one within the other, substantially as 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)
- Joining Of Building Structures In Genera (AREA)
Description
' F. SCHMEMANN.
mun muss BRIDGE.
Patented Dec.21,1875.
nhmtor I AM.
@ihmssrs MPETERS, PHOTOY-LITHOGRAFHER. WASIHNGTON D C UNITED STATES PATENT OFFICE.
FRIEDRICH SOHMEMANN, OF PHILADELPHIA, PENNSYLVANIA.
IMPROVEMENT IN IRON TRUSS-BRIDGES.
Specification forming part of Letters Patent No. 171,32 3, dated December 21, 1875; application filed November 6, 1875.
To all whom it may concern:
Be it known that I, FRIEDRTGH- ScHME- MANN, of the city and county of Philadelphia and State of Pennsylvania, have invented a new and useful Improvement in Bridges and I do hereby declare the following to be a clear and exact description of the nature thereof,
sufficient to enable others skilled in the art to which my invention appertains to'fully understand, make, and use the same, reference being had to the accompanying drawings, mak ing part of this specification, in which.
Figure 1 is a side view of the bridgeembodying my invention. Figs. 2 and at are longitudinal sections of detached portions thereof. Figs. 3 and 5 are end views thereof.
Similar letters ofreference indicate corresponding parts in the several figures- My invention consists in constructing the upper chord, end posts, and intermediate posts of two or more tubes, inclosed one within the other. It also consists in knee-pieces having tenons for reception of the ends of the upper -chord, and of the end pieces and pins for attachment of the tie-rods. It also consists in joint-blocks having tenons for reception of the ends of the upper chord and of the intermediate posts, and pins for attachment of the tie'rods.
Referring to the drawings, A represents the upperehord; B, the end posts; 0, the intermediate posts; and D, the tie-rods. The end posts B incline toward the center of the bridge, and the intermediate posts 0, which are in two series, also incline toward the center of the bridge. The tie-rods D extend from the 'upper end of one intermediate post to the base of an intermediate post second from the one from which it started, so that said rod crosses the post immediately next to it, at a point above the center a of said post. E represents the knee-pieces, to which are connected the upper chord and end posts. These pieces are formed of cast-steel, and their ends are tenoned, as at b, for the reception of the ends of the upper chord and end posts. F represents joint-blocks, which are formed of cast-steel, and their ends are tenoned, as at c, .for attachment of the ends of the upper chord. On the lower side of the blocks there are projections G, whose ends are tenoned, as at d,
for attachment of the intermediate posts 0. The upper chord, end posts, and intermediate posts are formed of two or more tubes, inclosed one within the other, and, in order to attach them, respectively, to the knee-pieces and joint-blocks, the tenoned ends thereof are grooved, as at e f. H represents pins, project-- sition, an exceedingly firm and reliable truss or structure will be produced. Moreover, the strength of the truss is increased by the disposition of the tierods 0, whereby the strain is diffused over a larger surface, and this permits the upper chord and tie-rods to be constructed lighter than usually.
Having thus described my invention, what I claim as new, and desire to secure by Letters Patent, isv 1. The upper chord, end posts, and intermediate posts, constructed of two or more tubes inclosed one within the other, substantially as and for the purpose set fort 2. The knee-pieces E, with tenoned ends, in combination with the upper chord, and end posts formed of two or more tubes, inclosed one within the other, substantially as and for the purpose set forth.
3. The joint-blocks F, with tenoned ends, in combination with the upper chord and intermediate posts, formed of two or more tubes inclosed one within the other, substantially as and for the purpose set forth.
4. The upper chord A, end posts B, and intermediate posts (J, each made of two or more tubes inclosed one within the other, and the tie-rods D, in combination with the knee-pieces E and joint-blocks F, formed with grooved tenoned ends, and pins H J, substantially as and for the purpose set forth.
FR. SOHMEMANN. Witnesses:
* JOHN A. W IEDERSHEIM,
A. H. HOEGKLEY.
Publications (1)
Publication Number | Publication Date |
---|---|
US171323A true US171323A (en) | 1875-12-21 |
Family
ID=2240730
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US171323D Expired - Lifetime US171323A (en) | Improvement in iron truss-bridges |
Country Status (1)
Country | Link |
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US (1) | US171323A (en) |
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0
- US US171323D patent/US171323A/en not_active Expired - Lifetime
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