US121556A - Improvement in bridges - Google Patents
Improvement in bridges Download PDFInfo
- Publication number
- US121556A US121556A US121556DA US121556A US 121556 A US121556 A US 121556A US 121556D A US121556D A US 121556DA US 121556 A US121556 A US 121556A
- Authority
- US
- United States
- Prior art keywords
- braces
- bolts
- bridges
- chords
- improvement
- 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 6
- 229910052742 iron Inorganic materials 0.000 description 3
- 230000001154 acute effect Effects 0.000 description 2
- 230000000284 resting effect Effects 0.000 description 2
- 230000000694 effects Effects 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
- My invention relates to devices for giving additional stiffness to the top chord of a bridge; and it consists in a combination of braces and bolts, whereby the strain caused by the weight put upon the bridge is equalized and the upper and lower chords and the braces are madeto bear their proper proportions, the effect of the braces and bolts being to arch both chords and consequently' to give additional strength thereto.
- Figure l represents a side elevation of my invention.
- Fig. 2 is an end view of the same.
- A represents the lower chord, fastened to or resting on the abutments u a at each end.
- B is the upper chord, made of a flat bar or bars of iron, which are held in place by the usual posts O C, made of double bolts c c in this case, and these may be continued the whole length of the chords, as shown in dotted lines.
- the bolts E may run down through the lower chord A, if desired.
- the center brace lDl D is made at a more acute angle than the rest, and the ends of the ones marked d d', resting upon it, and made at a less acute angle, thus forming the key to the whole structure.
- the braces may be of iiat, angle, or round iron, or plates of iron riveted together, and thus strength be obtained to any desired amount.
- To the lower chords A are attached the cross-girders e e,- to these the planking or tlooringf.
- chords A and B inverted braces D D', and bolts E, the parts being constructed and arranged substantially as and for the purposes set forth.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Description
PATENT OFFICE.
JOSEPH B. TRACY, OF LINCOLN, DELAWARE.
IMPROVEMENT IN BRIDGES.
Specification forming part of Letters Patent No. 121,556, dated December 5, 1871.
To all whom it may concern:
Be it known that I, J osEPH B. TRACY, of Lincoln, in the county of Sussex and State of Delaware, have invented an Improvementin Bridges, of which the following is a specification:
My invention relates to devices for giving additional stiffness to the top chord of a bridge; and it consists in a combination of braces and bolts, whereby the strain caused by the weight put upon the bridge is equalized and the upper and lower chords and the braces are madeto bear their proper proportions, the effect of the braces and bolts being to arch both chords and consequently' to give additional strength thereto.
To enable others skilled in the art to make and use the same, l will now proceed to more particularly describe it, reference being had to the accompanying drawing'.
Figure l represents a side elevation of my invention. Fig. 2 is an end view of the same.
Like letters'in the drawing refer to like parts.
A represents the lower chord, fastened to or resting on the abutments u a at each end. B is the upper chord, made of a flat bar or bars of iron, which are held in place by the usual posts O C, made of double bolts c c in this case, and these may be continued the whole length of the chords, as shown in dotted lines. On the upper side, and bolted to the upper chord B, is a succession of braces, D D, of an invert ed shape, and the ends of each succeeding one is bolted t0 the center of the previous one, and the bolts E E pass through them and the chord B, holdingl them in position. The bolts E may run down through the lower chord A, if desired. The center brace lDl D is made at a more acute angle than the rest, and the ends of the ones marked d d', resting upon it, and made at a less acute angle, thus forming the key to the whole structure. By this succession of braces it will be readily seen that the chords are tightened and drawn up in the center in the shape of an arch, and the more the bolts are screwed up the higher will the chords be raisedin the center. If desired, the braces may be of iiat, angle, or round iron, or plates of iron riveted together, and thus strength be obtained to any desired amount. To the lower chords A are attached the cross-girders e e,- to these the planking or tlooringf. If it is desired to increase the span of the bridge all that is nec essary is to increase the number and size of the braces, and it will be readily understood that a bridge of immense strength and span can be built in the manner described, this system of double and inverted braces affording the means of making a very strong bridge, of light Weight, and with a small expenditure of labor it being only necessary to cut and bend the braces to their proper forms, and to drill the holes for the reception of the bolts.
Having thus described my invention, what I claim, and desire to secure by Letters Patent, 1s-
The combination of the chords A and B, inverted braces D D', and bolts E, the parts being constructed and arranged substantially as and for the purposes set forth.
In testimony whereof I have signed my name to this specification in the presence of two subscribing witnesses.
JOSEPH B. TRACY.
Witnesses 0. G. FISHER, H. A. BERRAs. (21)
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US121556A true US121556A (en) | 1871-12-05 |
Family
ID=2190998
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US121556D Expired - Lifetime US121556A (en) | Improvement in bridges |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US121556A (en) |
-
0
- US US121556D patent/US121556A/en not_active Expired - Lifetime
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