US31222A - Drawbridge - Google Patents

Drawbridge Download PDF

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Publication number
US31222A
US31222A US31222DA US31222A US 31222 A US31222 A US 31222A US 31222D A US31222D A US 31222DA US 31222 A US31222 A US 31222A
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bridge
drawbridge
bayley
nelson
abutment
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D15/00Movable or portable bridges; Floating bridges
    • E01D15/04Swing bridges

Definitions

  • NPETERS PHDTO-LITHUGRAPHER, WASHINGTUN. o C.
  • FIG. 2 is a longitudinal sectional view of the bridge of Fig. yl, showing its construction, and the method of operating it.
  • Fig. 3 is a vertical transverse section through the middle of the bridge, rest-ing on its central support.
  • A are the longitudinal timbers; B are the ties; and (l, (l, are the diagonal cross braces, all of which when securely bolted together as represented in Figs. l, 2 and 3, constitute the framework of the bridge; and Z), Z), are the railroad rails, which pass over the bridge, and are spiked, or bol-ted down to its timbers in any suitable manner, said rails connect with the main track at each end, when the bridge is in the position represented in plan view, Fig. 1.
  • This bridge is suitably pivoted at one end to the abutment B, its opposite end being tree to move around on the quarter circle center support abutment C, as will be hcreinafter described.
  • the pivot pin c passes vertically through a cast frame CZ, down into the masonry, and rests on a stepping plate e, or this pivot connection may be madel in any other suitable manner. From this point or pivot the bridge describes its arc of a circle.
  • E, E are wheels which are placed under truck :trame F, at or near the middle of the bridge, eac-h side thereof, upon which 'the bridge rolls.
  • G is a quarter circle rail track, concentric with the pivot pin c, on which the wheels E, E, roll, and the bridge is moved.
  • J, J are two suspension chain columns projecting up and out from each side of the bridge Vover the track F, at the middle of the bridge, over which columns, pass suspension chains D, D, for bracing and holding up the end of the bridge when it is swung off from its abutment- B.
  • K, K are hog chains which pass over pieces of rail at g, g, and then down to t-he lower corners of the chord of the bridge, giving depth of chain with short studs at 71 7i., and avoiding nuts at the ends of the bridge at k.
  • the suspension chains thus pass around the ends of the bridge from turn buckle m, to turn buckle m.
  • the hog chains are double, one outside and one inside of each chord, and they are-coupled together at intermediate points.
  • draw bridges with one end pivoted upon the abutment and the center of the bridge supported and moving upon a circular track all substantially as and for the purposes herein shown and described.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Description

NPETERS. PHDTO-LITHUGRAPHER, WASHINGTUN. o C.
UNITED sTAE ric.
G. W. R. BAYLEY AND T. W. NELSON, OF BRASHEAR, LOUISIANA.
DRAWBRIDGE.
Specification of Letters Patent No. 31,222, dated January 29, 186 1.
T 0 all whom it may concern:
Be it known that we, G. W. R. BAYLEY and T. W. NELSON, both of Brashear, in the parish of St. Marys and State of Louisiana, have invented a new and Improved Drawbridge; and we do hereby declare that the following is a full, clear, and exact description thereof, reference being had to the accompanying drawings, making part of this speciiication, in which-- Figure l is a plan view of the improved railway draw-bridge. Fig. 2 is a longitudinal sectional view of the bridge of Fig. yl, showing its construction, and the method of operating it. Fig. 3 is a vertical transverse section through the middle of the bridge, rest-ing on its central support.
Similar letters of reference indicate corresponding parts in the three figures.
To enable those skilled in the art to fully understand our invention we will proceed to describe its construction and opera-tion.
In the annexed drawings A, A are the longitudinal timbers; B are the ties; and (l, (l, are the diagonal cross braces, all of which when securely bolted together as represented in Figs. l, 2 and 3, constitute the framework of the bridge; and Z), Z), are the railroad rails, which pass over the bridge, and are spiked, or bol-ted down to its timbers in any suitable manner, said rails connect with the main track at each end, when the bridge is in the position represented in plan view, Fig. 1.
This bridge is suitably pivoted at one end to the abutment B, its opposite end being tree to move around on the quarter circle center support abutment C, as will be hcreinafter described. The pivot pin c, passes vertically through a cast frame CZ, down into the masonry, and rests on a stepping plate e, or this pivot connection may be madel in any other suitable manner. From this point or pivot the bridge describes its arc of a circle.
E, E are wheels which are placed under truck :trame F, at or near the middle of the bridge, eac-h side thereof, upon which 'the bridge rolls.
G is a quarter circle rail track, concentric with the pivot pin c, on which the wheels E, E, roll, and the bridge is moved.
J, J are two suspension chain columns projecting up and out from each side of the bridge Vover the track F, at the middle of the bridge, over which columns, pass suspension chains D, D, for bracing and holding up the end of the bridge when it is swung off from its abutment- B.
K, K, are hog chains which pass over pieces of rail at g, g, and then down to t-he lower corners of the chord of the bridge, giving depth of chain with short studs at 71 7i., and avoiding nuts at the ends of the bridge at k. The suspension chains thus pass around the ends of the bridge from turn buckle m, to turn buckle m. The hog chains are double, one outside and one inside of each chord, and they are-coupled together at intermediate points.
Having thus described our invention what we claim as new, and desire to secure by Letters Patent, is
The construction of draw bridges with one end pivoted upon the abutment and the center of the bridge supported and moving upon a circular track all substantially as and for the purposes herein shown and described.
Gr. IV. R. BAYLEY. TIIOS. IV. NELSON. IVitnesses Afor G. IV. R. Bayley:
F n. JACOB Ro'rHHAss, ONEZEPHOR LANDRY. Witnesses for T. IV. Nelson:
M. M. LIVINGSTON, Gr. W. REED.
US31222D Drawbridge Expired - Lifetime US31222A (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4553223A (en) * 1981-07-17 1985-11-12 Thomson Csf Static disturbance signal recording system having detachable programming terminal & programmable fixed part with selectively powered buffer memory
US4663628A (en) * 1985-05-06 1987-05-05 Halliburton Company Method of sampling environmental conditions with a self-contained downhole gauge system
US4665398A (en) * 1985-05-06 1987-05-12 Halliburton Company Method of sampling and recording information pertaining to a physical condition detected in a well bore
US4709234A (en) * 1985-05-06 1987-11-24 Halliburton Company Power-conserving self-contained downhole gauge system
US4715002A (en) * 1981-11-04 1987-12-22 Schlumberger Technology Corporation System for recording a variable value, notably in a well, and for compressing stored measurement interval data
US4734873A (en) * 1984-02-02 1988-03-29 Honeywell Inc. Method of digital process variable transmitter calibration and a process variable transmitter system utilizing the same
US4761539A (en) * 1987-04-13 1988-08-02 The Tappan Company Oven calibration system having variable stored calibration value
US4817022A (en) * 1986-07-30 1989-03-28 Barber-Colman Company Method and apparatus for automatic offset compensation in parameter-sensing transducer systems
US4866607A (en) * 1985-05-06 1989-09-12 Halliburton Company Self-contained downhole gauge system

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4553223A (en) * 1981-07-17 1985-11-12 Thomson Csf Static disturbance signal recording system having detachable programming terminal & programmable fixed part with selectively powered buffer memory
US4715002A (en) * 1981-11-04 1987-12-22 Schlumberger Technology Corporation System for recording a variable value, notably in a well, and for compressing stored measurement interval data
US4734873A (en) * 1984-02-02 1988-03-29 Honeywell Inc. Method of digital process variable transmitter calibration and a process variable transmitter system utilizing the same
US4663628A (en) * 1985-05-06 1987-05-05 Halliburton Company Method of sampling environmental conditions with a self-contained downhole gauge system
US4665398A (en) * 1985-05-06 1987-05-12 Halliburton Company Method of sampling and recording information pertaining to a physical condition detected in a well bore
US4709234A (en) * 1985-05-06 1987-11-24 Halliburton Company Power-conserving self-contained downhole gauge system
US4866607A (en) * 1985-05-06 1989-09-12 Halliburton Company Self-contained downhole gauge system
US4817022A (en) * 1986-07-30 1989-03-28 Barber-Colman Company Method and apparatus for automatic offset compensation in parameter-sensing transducer systems
US4761539A (en) * 1987-04-13 1988-08-02 The Tappan Company Oven calibration system having variable stored calibration value

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