US34311A - Truss-girder - Google Patents
Truss-girder Download PDFInfo
- Publication number
- US34311A US34311A US34311DA US34311A US 34311 A US34311 A US 34311A US 34311D A US34311D A US 34311DA US 34311 A US34311 A US 34311A
- Authority
- US
- United States
- Prior art keywords
- chord
- truss
- links
- blocks
- braces
- 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
- 210000001503 Joints Anatomy 0.000 description 10
- 229910000754 Wrought iron Inorganic materials 0.000 description 6
- 229910001018 Cast iron Inorganic materials 0.000 description 4
- CWYNVVGOOAEACU-UHFFFAOYSA-N fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 4
- 230000036633 rest Effects 0.000 description 4
- 210000002832 Shoulder Anatomy 0.000 description 2
- 230000000875 corresponding Effects 0.000 description 2
- 230000000284 resting 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
- E01D15/124—Folding or telescopic bridges; Bridges built up from folding or telescopic sections
Definitions
- My invention consists in the employment in combination with a catenary series of links otl a chord, posts, diagonal tension braces and joint-blocks, so arranged and applied as to truss the links in the catenary line and make a very simple, light and strong girder.
- A, A are the links which may be formed of bar iron doubled and having the ends welded or otherwise secured together, or of wrought iron plates having eyes formed in their ends. These are arranged in pairs, or in greater number, side by side, and connected together by the joint-blocks B, B, which consist of large round pins of cast iron and which are inserted through the links.
- the chain thus Jformed is suspended from or kept in place by the chord or horizontal brace C, which rests upon posts D, D, or other suitable supports.
- the connect-ion of the chain and chord shown in the drawing is made by constructing the terminal links in the form of stirrup's with screw threads on their ends passing them through the chord O, and securing them by nuts c, a, as shown in Fig. 1.
- chord C is of cast or wrought iron of tubular structure and of either round or polygonal form and lis made in sections fitted together with tenons and shoulders, as shown at Z), in Fig. 4, or in any other suitable manner.
- the joints in the chord C are
- f, f are diagonal tension braces connected with the joint-blocks B, B, and with the chord C, the connection with the chord being at the tops of the posts belonging to the next joint blocks to those from which the braces start.
- These braces are arranged in opposite directions, crossing each other as shown in Fig. l.
- G, G are lateral braces applied between the two chords C, C, ot the bridge at the joints thereof to keep them at a proper distance apart; and e, e, are diagonal braces applied between the chords. These braces G, G, and e, e, prevent lateral movement of any of the parts.
- chord, posts and braces By combining the chord, posts and braces with the catenary series of links in the manner above described to truss the said links in the true catenary line, the tendency of any one part of the girder to sink more than another is prevented, for a load rests at one point the weight of the whole truss is tending to operate against it, and counteract the tendency to depression at that point.
- joint-blocks B, B serving the three purposes of connecting the links A, A, supporting the joints of the chord and connecting the diagonal braces 7, f, with the chain of links substantially as herein specified.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Rod-Shaped Construction Members (AREA)
Description
UNITED STATES PATENT OFFICE.
A. MCGUFFIE, OF ROCHESTER, NEW YORK.
TRUSS-GIRDER FOR BRIDGES.
Specification of Letters :Patent No.
To all whom it 'may concern:
Be it known that I, A. MCGUFFIE, of Rochester, in the county of Monroe and Stateof New York, have invented a new and useful Improvement in Truss-Girders for Bridges and other Structures; and I do hereby declare that the following is a full, clear, and exact description of the same, reference being had to the accompanying drawings, forming part ot' this specification, in' which- Figure 1 is a side elevation, partly in section, of a bridge constructed according to my invention. Fig. 2 is a transverse vertical section of the same. Fig. 3 is a plan of the same. Fig. 4f is a longitudinal vertical section of one of the joints of the chord of the truss.
Similar letters of reference indicate corresponding parts in the several figures.
My invention consists in the employment in combination with a catenary series of links otl a chord, posts, diagonal tension braces and joint-blocks, so arranged and applied as to truss the links in the catenary line and make a very simple, light and strong girder.
To enable others skilled in the art to construct niy invention I will proceed to dew scribe it with reference to the drawings.
A, A, are the links which may be formed of bar iron doubled and having the ends welded or otherwise secured together, or of wrought iron plates having eyes formed in their ends. These are arranged in pairs, or in greater number, side by side, and connected together by the joint-blocks B, B, which consist of large round pins of cast iron and which are inserted through the links. The chain thus Jformed is suspended from or kept in place by the chord or horizontal brace C, which rests upon posts D, D, or other suitable supports. The connect-ion of the chain and chord shown in the drawing is made by constructing the terminal links in the form of stirrup's with screw threads on their ends passing them through the chord O, and securing them by nuts c, a, as shown in Fig. 1.
The chord C, is of cast or wrought iron of tubular structure and of either round or polygonal form and lis made in sections fitted together with tenons and shoulders, as shown at Z), in Fig. 4, or in any other suitable manner. The joints in the chord C, are
34,311, dated February 4, 1862.
situated directly over the joint-blocks B, B, of the chain and the chord is supported at the said joints by upright posts E, E, resting on the joint-blocks B, B. These posts may be kept in place by tenons itting to the chord and to the joint-blocks B, B, or by rods c, c, passing through them and through the chord and joint blocks; and these rods c, c, secured by screws and nuts (Z, CZ, above the chord serve as hangers for the roadway bearers F, F. If these rods c, c, be not used the roadway bearers may be suspended by hangers Jfastened to the jointblocks B, B.
f, f, are diagonal tension braces connected with the joint-blocks B, B, and with the chord C, the connection with the chord being at the tops of the posts belonging to the next joint blocks to those from which the braces start. These braces are arranged in opposite directions, crossing each other as shown in Fig. l.
G, G, are lateral braces applied between the two chords C, C, ot the bridge at the joints thereof to keep them at a proper distance apart; and e, e, are diagonal braces applied between the chords. These braces G, G, and e, e, prevent lateral movement of any of the parts.
By combining the chord, posts and braces with the catenary series of links in the manner above described to truss the said links in the true catenary line, the tendency of any one part of the girder to sink more than another is prevented, for a load rests at one point the weight of the whole truss is tending to operate against it, and counteract the tendency to depression at that point.
That I claim as my invention and desire to secure by Letters Patent is,
l. The combination with the catenary series of links A, A, of a chord C, j oint-blocks B, B, posts E, E, and diagonal braces f, f, the whole arranged substantially as herein speciiied.
2. And I also claim the joint-blocks B, B, serving the three purposes of connecting the links A, A, supporting the joints of the chord and connecting the diagonal braces 7, f, with the chain of links substantially as herein specified.
A. MCGUFFIE.
Witnesses:
JAS. H. ELLIS, H. McGUrFni.
Publications (1)
Publication Number | Publication Date |
---|---|
US34311A true US34311A (en) | 1862-02-04 |
Family
ID=2103896
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US34311D Expired - Lifetime US34311A (en) | Truss-girder |
Country Status (1)
Country | Link |
---|---|
US (1) | US34311A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4124138A (en) * | 1977-08-08 | 1978-11-07 | William Saliba | Protective device |
-
0
- US US34311D patent/US34311A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4124138A (en) * | 1977-08-08 | 1978-11-07 | William Saliba | Protective device |
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