US5997A - Swinging bridge - Google Patents

Swinging bridge Download PDF

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Publication number
US5997A
US5997A US5997DA US5997A US 5997 A US5997 A US 5997A US 5997D A US5997D A US 5997DA US 5997 A US5997 A US 5997A
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bridge
draw
frames
timbers
beams
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Expired - Lifetime
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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

  • Figure 1 exhibits a top view or plan of my improved draw, as applied to a railway viaduct.
  • Figure 2 a side elvation of the same.
  • A, B, A, B' denote'the rail stringers of a bridge, each two of which is arranged and supported on two or more piers C, D, or C', D', or in any other suitable manner, the two piers D, and D, being placed at such a distance apart as may not only be necessary for a draw opening for the passage through the bridge of such vessels as may navigate the waters over which thel bridge may be thrown, but also to allow of the correct adaptation and operations of the turning draw as will be hereinafter explained.
  • Two beams or timbers fra-mes or trusses E, F are disposed parallelto one another, and bet-Ween the two sets of rail timbersA, B, A, B., as seen in the drawings. They are connected together by anyy suitablenumber of bars G, G, &c.,'which are disposed parallel to each other, and jointed at their ends tothe two beams or trusses E, F, in such manner as will allow of both of the two beams or trusses being simultaneously turned around on their joint pins a, a, at one end of each of them, the said joint pins being arranged as seen in the drawings, and for the purpose of allowing the two beams or frames E, F, to be each turned out at right angles to the main bridge and over the side pier or wharf H, as denoted by red lines in Fig.
  • each beam or frame shall be so hinged or jointed to the main bridge as to allow of its being moved around like a gate on its hinges and into a position perpendicular with the bridge in order to leave lthe draw opening clear for the passage of a f vessel through it.
  • l The rear end of each frame is to be sustained on a suitable pier or foundation I, as well as on the main pier .which supports the adjacent ends of the two rail timbers A,.B.
  • Vthe said parallel bars G, G, &c. being respectively arranged parallel to the said sad-V dletimber.
  • the saddle timber is made to project some distance beyond each of the timbers or fra-mes E, F, and has ay square iron collar b, and an eye c, fitted fon each end of it, as
  • Each of ⁇ the sustaining rods M, N may be composed of two rods f, g, united Yby ascrew nut h.,
  • the draw is represented by the blue lines as open at an angle of forty five degrees or thereabouts with the main bridge.
  • Suitable contrivances should be aiiixed to the draw for locking it in place either when .1110
  • the iron trackrails are to be laid on the rail timbers of thel bridge, and also on the upper side of the two beams, or
  • ⁇ my invention A draw constructed of two or more parallel 'turning frames or timbers E, F, and 20 supported, and made to operate with respect to thev bridgesubstantially as above specified;

Description

JOSEPH ROSS, OF IPSWICH, MASSACHUSETTS.
` swINGING BRIDGE.
Specification of Letters Patent No. 5,997, dated January 2, 1849.
To allzu/wm t may concern; j f
Be' it known that I, JosErH Ross, of Ipswich, in the county of Essex and State of Massachusetts, have invented a new and useful or Improved Draw for Railroad Viaducts or Bridges Over Navigable Streams or Rivers; and I do hereby declare that the same is fully described and represented in the following specification and accompanying drawings, letters, figures, and referencesy thereof.
Of the said drawings, Figure 1, exhibits a top view or plan of my improved draw, as applied to a railway viaduct. Fig. 2, a side elvation of the same. j
In said figures, A, B, A, B', denote'the rail stringers of a bridge, each two of which is arranged and supported on two or more piers C, D, or C', D', or in any other suitable manner, the two piers D, and D, being placed at such a distance apart as may not only be necessary for a draw opening for the passage through the bridge of such vessels as may navigate the waters over which thel bridge may be thrown, but also to allow of the correct adaptation and operations of the turning draw as will be hereinafter explained.
The draw is made as follows: Two beams or timbers fra-mes or trusses E, F, are disposed parallelto one another, and bet-Ween the two sets of rail timbersA, B, A, B., as seen in the drawings. They are connected together by anyy suitablenumber of bars G, G, &c.,'which are disposed parallel to each other, and jointed at their ends tothe two beams or trusses E, F, in such manner as will allow of both of the two beams or trusses being simultaneously turned around on their joint pins a, a, at one end of each of them, the said joint pins being arranged as seen in the drawings, and for the purpose of allowing the two beams or frames E, F, to be each turned out at right angles to the main bridge and over the side pier or wharf H, as denoted by red lines in Fig. 1. It is intended that each beam or frame shall be so hinged or jointed to the main bridge as to allow of its being moved around like a gate on its hinges and into a position perpendicular with the bridge in order to leave lthe draw opening clear for the passage of a f vessel through it. lThe rear end of each frame .is to be sustained on a suitable pier or foundation I, as well as on the main pier .which supports the adjacent ends of the two rail timbers A,.B. So in regard to the front .ends vof the two beams or frames, they may be similarly supported y(when in line kwith their respective rail timbers) on a shelf or pier B, and the pier D, or only on the latter as occasion may require." Extending underneath the two beams, or trussed frames E, F, and in a directionvparallel to a horizontal line passing through the centers or axes of the two turning pins or bolts a, a, isa saddle timber L, which should be jointed or connected to the two frames,in a manner similar to that in which each of the parallel 'bars G, G, & c., are connected to the said frames,
Vthe said parallel bars G, G, &c., being respectively arranged parallel to the said sad-V dletimber.
` The saddle timber is made to project some distance beyond each of the timbers or fra-mes E, F, and has ay square iron collar b, and an eye c, fitted fon each end of it, as
seen' in the drawings. One end of one of two y suspension vrods M, N, is hooked through each one of the said eyes c, c, the other or upper end of said rod being similarly hooked through one of two eyes of eye bolts d, e,
inserted in `the upper part lof a vertical frame O, raised on or vnear the piers D, I, the said vertical frame being stayed by inclined stay-rods Q Q, and struts P, P, R,
disposed as seen in the drawings. Each of` the sustaining rods M, N, may be composed of two rods f, g, united Yby ascrew nut h.,
made with'a right and left threaded screw,
and screwed on corresponding screws' made on the rods f, g, the same :being for the pur- I pose of lengthening or shortening each of the rods M, N, as occasion may require. two eyes of the leye bolts at the upper part of the frame O, should be arranged with their centers in a horizontal line made par-l allel to a horizontal line supposed to pass through the axes of the turning pins of the two frames or beams E, F. This will enable The us to make the two suspension'rods M, N, j
of the same length, and admit of their moving around with the draw, composed of the two frames E, F. In Fig. 1, the draw is represented by the blue lines as open at an angle of forty five degrees or thereabouts with the main bridge.
Suitable contrivances should be aiiixed to the draw for locking it in place either when .1110
closed or open. The iron trackrails are to be laid on the rail timbers of thel bridge, and also on the upper side of the two beams, or
trussed frames E, F, the ends of the rail timbers and the timbers E, F, where they 5 come `together being each made with av chamfer or bevel as seen in Fig. l.
I wish it distinctly understood that I do are connected, as all these things must varied according to circumstances, but
What I do claim as `my invention is- A draw constructed of two or more parallel 'turning frames or timbers E, F, and 20 supported, and made to operate with respect to thev bridgesubstantially as above specified;
ln testimony `whereof I have hereto set ymy signature this twenty fourth day of April, A. D. 154s.
JOSEPH Ross.
Witnesses:
R. H. EDDY, F. GOULD'.
US5997D Swinging bridge Expired - Lifetime US5997A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20110166840A1 (en) * 2008-09-24 2011-07-07 Green Kenneth E Systems and Methods For Subsurface Electromagnetic Mapping
WO2016120753A1 (en) 2015-01-28 2016-08-04 Pfizer Inc. Stable aqueous anti- vascular endothelial growth factor (vegf) antibody formulation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20110166840A1 (en) * 2008-09-24 2011-07-07 Green Kenneth E Systems and Methods For Subsurface Electromagnetic Mapping
WO2016120753A1 (en) 2015-01-28 2016-08-04 Pfizer Inc. Stable aqueous anti- vascular endothelial growth factor (vegf) antibody formulation

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