US213154A - Improvement in construction of bridges - Google Patents
Improvement in construction of bridges Download PDFInfo
- Publication number
- US213154A US213154A US213154DA US213154A US 213154 A US213154 A US 213154A US 213154D A US213154D A US 213154DA US 213154 A US213154 A US 213154A
- Authority
- US
- United States
- Prior art keywords
- bridges
- rods
- chord
- bars
- chords
- 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 8
- 210000001503 Joints Anatomy 0.000 description 10
- 239000000203 mixture Substances 0.000 description 6
- 230000000875 corresponding Effects 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000010959 steel Chemical group 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
- My invention relates to certain improvements in the construction of bridges; and it consists in a novel combination or arrangement of the different chord bars or rods of the lower chords of truss-bridges having four or more panels in each truss, as will be more fully described by referring to the accompanying drawings, in which Figure 1 is'a view of my bridge. Fig. 2 is a bottom view. Fig. 3 is a view of one paneljoint.
- My invention consists in the combination and arrangement of distinct and separate chord bars or rods, or sets of chord bars or rods, which extend between corresponding lower panel-joint blocks upon each side of the center, or toward either end of the bridge, so that each chord-bar, or set of chord-bars, will resist the tension which is produced by the maximum strain on therods, struts, or braces which act within such joints.
- chord bar or rod or set of chord bars or rods
- a second distinct and separate chord bar or rod, or set of chord bars or rods, I, extend from'B to F,bein g connected in the same man" ner as described for those uniting A and G, and these chord bars or rods will resist wholly the tension produced. by the strains of the braces or struts b and f, acting in these joints, independently of the panels first mentioned.
- chord bar or rod or set of chord bars or rods, J, unite the joints C and E.
- chord bars or rods pass under or through the intermediate joint-blocks, so that chords of any suitable length may be used, and each set of joints will be independent of all the others.
- the lower panel-joint blocks K upon either side of the bridge consist of blocks of alength sufficient to extend over or take in all the chords or sets of chords, and they are formed as shown in Fig. 3.
- These joints have their upper surfa ces'beveled or inclined to receive the struts and supportthem squarely, and they are preferably drilled through, so as to admit the chords or rods which pass through them. Holes are also drilled through them, to allow the suspension-rods L to pass through and be secured by nuts M at the bottom.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
-E. WILLIAMS; Construction of'Bridges. No. 213,154
Patented Mar. 11,1879.
UNITED STATES PATENT ()FFICE.
EDGAR WILLIAMS, OF SAN FRANCISCO, CALIFORNIA.
IMPROVEMENT IN CONSTRUCTION OF BRIDGES.
Specification forming part of Letters Patent No. 213,154, dated March 11, 1879; applicationfiled December 2, 1878.
To all whom it may concern:
Be it known that I, EDGAR WILLIAMS, of the city and county of San Francisco, and State of California, have invented an Improvement in the Construction of Bridges; and I hereby declare the following to be a full, clear, and exact description thereof, reference being had to the accompanying drawings.
My invention relates to certain improvements in the construction of bridges; and it consists in a novel combination or arrangement of the different chord bars or rods of the lower chords of truss-bridges having four or more panels in each truss, as will be more fully described by referring to the accompanying drawings, in which Figure 1 is'a view of my bridge. Fig. 2 is a bottom view. Fig. 3 is a view of one paneljoint.
My invention consists in the combination and arrangement of distinct and separate chord bars or rods, or sets of chord bars or rods, which extend between corresponding lower panel-joint blocks upon each side of the center, or toward either end of the bridge, so that each chord-bar, or set of chord-bars, will resist the tension which is produced by the maximum strain on therods, struts, or braces which act within such joints. y
In the present case I have shown a bridge consisting of six panels, which may be considered to act in pairs upon each side of the center. I
In the drawings, a distinct and separate chord bar or rod, or set of chord bars or rods,
I each and every lower panel-joint.
A second distinct and separate chord bar or rod, or set of chord bars or rods, I, extend from'B to F,bein g connected in the same man" ner as described for those uniting A and G, and these chord bars or rods will resist wholly the tension produced. by the strains of the braces or struts b and f, acting in these joints, independently of the panels first mentioned.
In the same manner a distinct and separate chord bar or rod, or set of chord bars or rods, J, unite the joints C and E. These chord bars or rods pass under or through the intermediate joint-blocks, so that chords of any suitable length may be used, and each set of joints will be independent of all the others.
The lower panel-joint blocks K upon either side of the bridge consist of blocks of alength sufficient to extend over or take in all the chords or sets of chords, and they are formed as shown in Fig. 3. These joints have their upper surfa ces'beveled or inclined to receive the struts and supportthem squarely, and they are preferably drilled through, so as to admit the chords or rods which pass through them. Holes are also drilled through them, to allow the suspension-rods L to pass through and be secured by nuts M at the bottom.
In this class of bridges, when the link-andpin connections are employed, it is necessary touse great exactness in boring the pin-holes,. in order to prevent any undue strains upon the pins, and variations in temperature will lengthen or shorten these links, so that the pins are liable to fracture unless made very large. By my method the continuous chords, bars, or rods, or sets of chords, bars, or rods, act directly upon the panels which they unite, are not influenced by strainswhich act upon the other panels, the rods may be made of any length, and are entirely independent of the illtermediate panel-joints.
In the present case I have shown my invention as applied to the Howe-truss combination-bridge; but it will be readily seen that it is applicable to the members of the lower chord, in the manner above specified, in all truss-bridges of iron, steel, or combination bridges, with head, nut, pin, or other connec* tion, and it is also manifest that any number of panels may be employed.
Having thus described my invention, what I claim as new, and desire to secure by Letters Patent, is
l. The improvement in bridges consisting of distinct and separate chords, bars, or rods, or sets of the same, extending between corresponding.pane1-joint blocks upon each side of joint-blocks, so as to actindependentlyof them,
the center, and acting to resist the tension within said panels independently of any other set of chords, substantially as herein described.
2. The continuous chords, bars, or rods H I J, each set extending between a pair of jointblocks, one on eachvside of the center, and passing through or under the intermediate substantially as herein described.
In witness whereof I have hereunto set my hand.
EDGAR WILLIAMS. Witnesses:
GEO. H. STRONG, FRANK A. BRooKs.
Publications (1)
Publication Number | Publication Date |
---|---|
US213154A true US213154A (en) | 1879-03-11 |
Family
ID=2282559
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US213154D Expired - Lifetime US213154A (en) | Improvement in construction of bridges |
Country Status (1)
Country | Link |
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US (1) | US213154A (en) |
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- US US213154D patent/US213154A/en not_active Expired - Lifetime
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