US480863A - Charles john westwood and harry rigby - Google Patents
Charles john westwood and harry rigby Download PDFInfo
- Publication number
- US480863A US480863A US480863DA US480863A US 480863 A US480863 A US 480863A US 480863D A US480863D A US 480863DA US 480863 A US480863 A US 480863A
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- United States
- Prior art keywords
- rigby
- harry
- westwood
- plates
- charles john
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- 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
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- 238000010276 construction Methods 0.000 description 14
- 239000000463 material Substances 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 238000006011 modification reaction Methods 0.000 description 4
- 230000000875 corresponding Effects 0.000 description 2
- 231100000078 corrosive Toxicity 0.000 description 2
- 231100001010 corrosive Toxicity 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- -1 oxidation Substances 0.000 description 2
- 238000007254 oxidation reaction Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
Definitions
- This invention relates to certain new or improved hinged expansion-gear for bridges, piers, girder-Work, roofing, and such like purposes, the objects being, first, to prevent the bearing at the expansion end of the structure from becoming oxidized, silted up, concreted, or fixed in any way by the action of blown dust, rubbish, oxidation, or chemical action, as of the atmosphere or sea-water or such like foreign or corrosive matter, as is found to be the case and taking place where rollergear or sliding bed and bearing plates are used; second, to give a perfectly-free scope for expansion or contraction to the structure, and, third, to reduce the cost in material, fitting, and for repairs, as compared with the generally accepted roller gear or sliding plates, and reducing the bearing or machined surfaces to about one-fourth of the usual area.
- plates and block or link hinged bearings may be arranged in sets, two or more in line.
- Figure 1 is an elevation, partly in section, showing construction of the gear or fitting according to thisinvention.
- Fig. 2 is a sectional side view of the construction shown in Fig. 1.
- Fig. 3 is a sectional plan on linesA A of Figs. 1 and 2.
- Fig. 4 represents in a view similar to Fig. 1 a modification of the construction of the hinge or articulation.
- Fig. 5 shows in diagram the gear fitted to the expansion end 00 of a girder.
- a a are lower and upper saddle-plates fitted to the double-ended knuckle-block b employed and set in between the two saddleplates, so forming what is substantially a free and double hinge or articulation.
- the top and bottom bearing-surfaces Z) of the knuckleblock are rounded and machined, as also are the receiving-saddles, correspondingly.
- the lower or bed saddle-plate a will be fixed to the pier, abutment, or whatever attachment is provided, and the upper saddle-plate a will be attached to the main girders of the bridge. or such structure, and the double knuckle-block b will be disposed between the two oppositelyarranged saddle-plate bearings a a. Under the efifect of expansion or contraction the double knuckle-block b will then work forward or backward to the extent necessary and following the variations of temperature,
- the knuckle-block b In setting this gearin, say, low temperature, the knuckle-block b will be set with its central line out of the perpendicular and with the proper inclination of said central line toward the fixed end of the structure, and in a temperature higher than the normal one the setting will be reversely donethat is, with the central line ofthe knuckle-block or hinge inclined from the perpendicular away from the fixed end of the structure.
- Fig. 4 a modification, according to which construction the hinge-piece b is machined at its top and bottom surfaces 1) to receive the machined portions a of the gear-plates a a.
- the hinge piece or pieces 19 may be made as alink or links, standing between a lower and upper plate a a, having bearing-surfaces corresponding to the link-pieces, and having provided side plates of the capping portions of the plates at a,
- the lower and upper saddleplates a a provided in their opposing faces with curved or semicircular machined bearing-recesses, as described, of the link b, locatedintermediate to the saddle-plates and provided with rounded or semicircular machined'endsb', fitting within the bearing-recesses of the saddle-plates and adapted to have a rocking movement therein, as and for the purpose specified.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Description
(No Model.)
0. J. WESTW-OOD & H. RIGBY. HINGED EXPANSION GEAR FOR BRIDGES. No. 480,863.
Patented Aug. 16, 1892.
. iI-l Mg r p A -UNITED STATES PATENT ()FFICE.
CHARLES JOHN WESTWOOD AND HARRY RIGBY, OF MILLWVALL, ENGLAND.
HINGED EXPANSION-GEAR FOR BRIDGES.
SPECIFICATION forming part of Letters Patent No. 480,863, dated August 16, 1892.
Application filed July 23, 1891. Renewed June 4, 1892. Serial 110,435,503. (No model.) Patented in England November 12, 1889.
To all whom it may concern.-
Be it known that we, CHARLES JOHN WEST- WOOD and HARRY RIGBY, civil engineers, subjects of the'Queen of Great Britain and Ire land, residing at Napier Yard, Millwall, in the county of Middlesex, England, have invented a new or Improved Hinged Expansion-Gearfor Bridges, Piers,Girder-NVork,Roofing,andsuch like Purposes, (for which Letters Patent have been obtained in Great Britain, No. 18,054, dated November 12, 1889,) of which the following is a specification.
This invention relates to certain new or improved hinged expansion-gear for bridges, piers, girder-Work, roofing, and such like purposes, the objects being, first, to prevent the bearing at the expansion end of the structure from becoming oxidized, silted up, concreted, or fixed in any way by the action of blown dust, rubbish, oxidation, or chemical action, as of the atmosphere or sea-water or such like foreign or corrosive matter, as is found to be the case and taking place where rollergear or sliding bed and bearing plates are used; second, to give a perfectly-free scope for expansion or contraction to the structure, and, third, to reduce the cost in material, fitting, and for repairs, as compared with the generally accepted roller gear or sliding plates, and reducing the bearing or machined surfaces to about one-fourth of the usual area.
In carrying out the invention there is to be employed a hinged or articulated bearing,
consisting of plates with intermediate block or link piece or pieces, as will hereinafter more particularly be described. These plates and block or link hinged bearings may be arranged in sets, two or more in line.
In order that this invention may be well understood, there is annexed hereto a sheet of drawings illustrative of the construction and showing how the invention is carried into practical effect, similar letters of reference being used to indicate like parts in all the drawings.
Figure 1 is an elevation, partly in section, showing construction of the gear or fitting according to thisinvention. Fig. 2 is a sectional side view of the construction shown in Fig. 1. Fig. 3 is a sectional plan on linesA A of Figs. 1 and 2. Fig. 4: represents in a view similar to Fig. 1 a modification of the construction of the hinge or articulation. Fig. 5 shows in diagram the gear fitted to the expansion end 00 of a girder.
a a are lower and upper saddle-plates fitted to the double-ended knuckle-block b employed and set in between the two saddleplates, so forming what is substantially a free and double hinge or articulation. The top and bottom bearing-surfaces Z) of the knuckleblock are rounded and machined, as also are the receiving-saddles, correspondingly.
In using this improved gear the lower or bed saddle-plate a will be fixed to the pier, abutment, or whatever attachment is provided, and the upper saddle-plate a will be attached to the main girders of the bridge. or such structure, and the double knuckle-block b will be disposed between the two oppositelyarranged saddle-plate bearings a a. Under the efifect of expansion or contraction the double knuckle-block b will then work forward or backward to the extent necessary and following the variations of temperature,
which will affect the structure.
In setting this gearin, say, low temperature, the knuckle-block b will be set with its central line out of the perpendicular and with the proper inclination of said central line toward the fixed end of the structure, and in a temperature higher than the normal one the setting will be reversely donethat is, with the central line ofthe knuckle-block or hinge inclined from the perpendicular away from the fixed end of the structure.
Although this expansion-gear and fitting has thus far been described in this specification in a certain manner, it may be varied in construction, material employed, or design of detail provided the double hinge or articula tion construction be preserved.
There is shown in Fig. 4 a modification, according to which construction the hinge-piece b is machined at its top and bottom surfaces 1) to receive the machined portions a of the gear-plates a a. Again, the hinge piece or pieces 19 may be made as alink or links, standing between a lower and upper plate a a, having bearing-surfaces corresponding to the link-pieces, and having provided side plates of the capping portions of the plates at a,
the lower and upper saddleplates a a, provided in their opposing faces with curved or semicircular machined bearing-recesses, as described, of the link b, locatedintermediate to the saddle-plates and provided with rounded or semicircular machined'endsb', fitting within the bearing-recesses of the saddle-plates and adapted to have a rocking movement therein, as and for the purpose specified.
In testimony whereof we have signed this specification. in the presence of two subscribing witnesses.
CHARLES JOHN WESTWOOD. HARRY RIGBY.
Witnesses:
CLIFFORD DOCWRA,
Sea "View, Olacton-on-Sea. C. A. SHEENE,
7 Baythorne St, Bow, 5'.
Publications (1)
Publication Number | Publication Date |
---|---|
US480863A true US480863A (en) | 1892-08-16 |
Family
ID=2549715
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US480863D Expired - Lifetime US480863A (en) | Charles john westwood and harry rigby |
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US (1) | US480863A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2945248A (en) * | 1955-03-02 | 1960-07-19 | Independent Iron Works Inc | Bearing assembly for bridge structures |
US3296638A (en) * | 1963-04-24 | 1967-01-10 | Commerciale Paulstra Soc | Bridge devices |
-
0
- US US480863D patent/US480863A/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2945248A (en) * | 1955-03-02 | 1960-07-19 | Independent Iron Works Inc | Bearing assembly for bridge structures |
US3296638A (en) * | 1963-04-24 | 1967-01-10 | Commerciale Paulstra Soc | Bridge devices |
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