GB2088447A - Transportable bridge - Google Patents
Transportable bridge Download PDFInfo
- Publication number
- GB2088447A GB2088447A GB8134901A GB8134901A GB2088447A GB 2088447 A GB2088447 A GB 2088447A GB 8134901 A GB8134901 A GB 8134901A GB 8134901 A GB8134901 A GB 8134901A GB 2088447 A GB2088447 A GB 2088447A
- Authority
- GB
- United Kingdom
- Prior art keywords
- bridge
- girders
- frame
- bank
- transportable
- 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.)
- Granted
Links
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
- E01D15/127—Portable or sectional bridges combined with ground-supported vehicles for the transport, handling or placing of such bridges or of sections thereof
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
A transportable bridge comprises two parallel trackway girders (2) interconnected by articulated decking members (3) which can fold to permit the bridge to be contracted in width for transportation upon a launcher vehicle (20). The bridge is loaded in an inverted position upon a launch frame (23) tiltable about the rear of the vehicle, from which frame it may be developed end-over-end by upward rotation of the frame by jacking means (25, 27) to a vertical position, from whence the bridge is further downwardly rotated to a horizontal position by winch means (35) attached to the launch frame. <IMAGE>
Description
SPECIFICATION Transportable bridge
This invention relates to a transportable bridge
and to an associated transporter/launcher vehicle.
Many transportable bridges have been designed in which component parts of a bridge are transversely hinged so as to fold together into a single transporter/launcher vehicle from which they may be deployed by fully mechanised means.
The majority of these designs are extremely cumbersome, often being able to bridge gaps of up to 30m, and consequently lack manoeuvreability in transit,
There is a need for a more readily transported and deployed bridge suitable for bridging smaller gaps of up to about 8 m. The present invention seel < s to satisfy that need by providing a bridge of contractible width for transportation and a transporter/launcher vehicle from which the bridge may be rotatably launched.
According to the present invention a transportable bridge includes two substantially parallel trackway girders each having a decking face, a ground opposable face, a home bank end and a far bank end, which girders are laterally spaced apart by a multiplicity of articulated decking members each pivotally attached adjacent their two ends to the two girders respectively so as to be foldable in a direction permitting variation of the lateral separation of the two girders.
Conveniently, the articulated decking members may be two-part and foldable in a plane parallel with the decking faces, the members together providing a common surface which is preferably disposed at the level of the decking faces.
For convenience in transit each girder may be transversely jointed and comprise two girder portions, i.e. a home bank portion and a-far bank portion, pivotally interconnected so as to permit relative retation of the portions about an axis parallel to the decking face, locking means being provided for securing the portions in longitudinal alignment in deployment.
The invention further includes a transporter/launcher vehicle having a launch free frame for supporting the bridge in transit in an inverted position, i.e. ground opposable face upwards, which frame is pivotally connected to the vehicle chassis adjacent its rear end, and tiltable about a rear end by jacking means located on the vehicle. Preferably the bridge is carried with its home bank end at the rear of the vehicle and the launch free frame includes pivotal engagement means for engaging the home bank girder portions to the frame adjacent the pivotal connection of the frame to the vehicle.The launch frame further includes girder separation adjustment means and winching means operative between the frame and the far bank girder portions for raising and lowering the far bank end of the bridge to and from the frame when the frame has been tilted by the jacking means to a substantially vertical position.
In order to minimise the overall height of the -vehicle and bridge when loaded for transit the
frame is preferably cranked so as to permit the far
bank girder portions to lie flat along the roof of the
cab of the vechicle, the relative proportions of the
home bank and far bank portions being selected
so that the division between them coincides with the crank.
An embodiment of the invention will now be described by way of example only with reference to the accompanying drawings of which
Figure 1 is a perspective view of a fully extended bridge in the course of deployment from a transporter/launcher,
Figure 2 is a perspective view of the same bridge contracted and loaded upon the
transporter/launcher for transit, and
Figure 3 is a detailed view of the articulation system employed in the bridge of Figures 2 and 3.
The bridge 1 illustrated in Figures 1 and 2 comprises a pair of girders 2 transversely interconnected by a multiplicity of two-part articulated decking members 3. Each girder consists of a far bank portion 4 and a home bank portion 5 respectively having decking faces 6 and 7 and ground opposable faces 8 and 9. The portions 4 and 5 are jointed together at a hinge 1 0 adjacent the decking faces 6 and 7 and can be locked into line with a fastener 11 engageable adjacent the ground opposable faces 8 and 9.
The articulated decking members 3 (also illustrated in detail in Figure 3) each comprise a pair of slats 12 rotatably connected at their outer ends to the girder portions 4 (or 5) adjacent the decking faces 6 (or 7)at pivots 14. The inner ends of the slats 1 2 of each pair are rotatably interconnected at a pivot 1 5 attached to a longitudinal tie-bar 16, which tie-bar is pivotally supported upon five equally spaced pairs of triangular support frames 1 7 rotatably attached at their outer edges to the girder portions 4 (or 5) at pivots 1 8. The tie-bar is transversely divided at the line of the girder hinges 10 so as not to inhibit their opening.
Also illustrated in Figures 1 and 2 is a transporter vehicle 20 having a cab 21 and a chassis 22, to the rear end of which chassis a launch frame 23 is hinged at a pivot 24. The frame 23 is rotatable about the pivot 24 by hydraulic jacks 25 via a thrust arm 26 pivotally mounted on the vehicle 20, and by a further hydraulic jack 27 operative between the arm 26 and the frame 23 which permits the frame to be rotated slightly beyond the vertical.
The frame 23 is rectangular with a cranked end 28 which, when the frame is lowered for transit, lies flat along the top of the cab 21. Mounted on cross members 29 and 30 of the frame 23 are two back-to-back pairs of hydraulic jacks 31 and 32 respectively, the pistons of which extend transversely from the frame and support at their outer ends pivotably engageable girder clamps 33 and 34 respectively. Mounted centrally at the cranked end 28 is an electric winch 35 carrying a cable 36 which is attachable to the far bank end of the bridge. A second electric winch 37 is mounted at the other end of the frame 23 and carries a cable 38 attachable to the home bank end of the bridge.
For transit, the bridge 1 is transported upon the frame 23 in an inverted position, the girder portions 5 being secured at their decking faces within the respective girder clamps 33 and 34 and the girder portions 4 being located so as to lie upon the cranked end 28 of the frame when the fastener 11 is released.
Upon arrival at a bridging site the girder portions 4 and 5 are aligned by closing the hinge 10 and securing the fastener 11. The vehicle is then backed up to the gap and the girder separation of the bridge is extended to full width
by means of the jacks 31 and 32. The bridge is locked into this configuration by means of end beams 39 (illustrated for convenience still in their transit position on the vechicle chassis 22) which are inserted into pockets 40 opposably located in the girder portions 4 and 5.
The girder clamps 33 are then opened and the frame 23 is tilted up to the near vertical by means of the jacks 25 and then brought to a position at which the weight of the bridge is slightly over top dead centre by means of the jack 27. The far bank end of the bridge is then lowered across the gap by means of the winch 35 and the cable 36, the home bank end of the bridge pivoting in the girder clamps 34. As the bridge approaches the horizontal and the far bank end becomes emplaced, the home bank end automatically disengages from the girder clamps 34 and is then lowered to the ground by means of the winch 37 and the cable 38. The two winch cables 36 and 38 are then disengaged from the bridge, end ramps (not shown) fitted to the end beams 39and the launch frame 23 and vehicle 20 removed, leaving the bridge ready for use.
The bridge is retrieved after use by reversing the above launching sequence.
A specific example of the bridge 1 having a girder length of 9m, an extended width of 4m, a contracted width of 2.3m and a weight of approximately 4 tons can be carried on a vehicle 20 of 13 tonnes. A known 13 tonne tilt-frame truck, Ampliroll (registered trade mark), may be readily adapted for this purpose by the addition of an appropriate launch frame 23 and jack 27, the jacks 25 and the thrust arm 26 being readily available as a standard item on the truck.
In its transit configuration this specific example has a bridge width no greater than that of the vehicle itself and has an overall height of less than 4m, thereby offering no problems in manoeuvring through narrow lanes or built up areas. The bridge can be launched by two men in about five minutes and recovered in approximately the same time without the use of any ancillary equipment. The men require no specialist training in bridging techniques.
It will be apparent that various other embodiments in accordance with the invention are possible. For example, the articulated decking members may be of varying degrees of complexity, possibly operating on a "lazy tong" or shutter principle to provide a lattice-work deck.
Claims (12)
1. A transportable bridge including two substantially parallel trackway girders each having a decking face, a ground opposable face, a home bank end and a far bank end, which girders are lateraily spaced apart by a multiplicity of articulated decking members each pivotally attached adjacent their two ends to the two girders respectively so as to be foldable in a direction permitting variation of the lateral separation of the two girders.
2. A transportable bridge as claimed in claim wherein the articulated decking members are twopart and foldable in the plane of the decking faces, the two parts being conjointly rotatably attached at a central pivot to a tie-bar located intermediate and parallel with the girders, each pivot being attached in sequence to the tie-bar.
3. A transportable bridge as claimed in claim 2 further including a plurality of foldable decking support frames attached to each girder, each frame having one end hinged to the respective girder and another end rotatably attached to the tie-bar.
4. A transportable bridge as claimed in claim 3 further including a pair of end beams lockable between the two girders at the far bank end and the home bank end respectively when the articulated decking members and the support frames are fully extended.
5. A transportable bridge as claimed in any one of the preceding claims further provided with a transporter/launcher vehicle having a cab and chassis and including: a launch frame having a hinged end connection to the rear end of the chassis; jacking means for tilting the launch frame upwards from the chassis about the hinged end connection to a substantially vertical position; pivotal engagement means attached to the launch frame adjacent the hinged end connection engageable with the home bank ends of both girders when the bridge is located for transit upon the launch frame in an inverted position; adjustment means attached to the launch frame for varying the lateral separation of the two girders; and far bank end winching means operative between the launch frame and the far bank ends of the two girders for raising and lowering the bridge about the pivotal engagement means when the launch frame has been tilted to the substantially vertical position by the jacking means.
6. A transportable bridge and transporter/launcher vehicle as claimed in claim 5 wherein the jacking means comprises: a thrust arm pivotally attached at its basal end to the chassis; at least one hydraulic jack operative between the chassis and the thrust arm so as to rotate it upwards from the chassis; and a further
hydraulic jack operative between the distal end of the thrust arm and the launch frame.
7. A transportable bridge and transporte/launcher vehicle as claimed in either of claims 5 and 6 wherein the adjustment means comprises at least one pair of opposed hydraulic jacks attached to the launch frame and respectively operative upon the two girders.
8. A transportable bridge and .ransporter/launcher vehicle as claimed in any of claims 5 to 7 further including home bank end winching means attached to the launch frame adjacent the pivotal engagement means for raising and lowering the home bank ends of the two girders to and from the pivotal engagement means.
9. A transportable bridge and transporter/launcher vehicle as claimed in any of claims 5 to 8 wherein the launch frame is of greater length than the chassis and is cranked so as to extend forward over the cab in a substantially horizontal plane.
10. A transportable bridge and transporter/launch vehicle as claimed in claim 9 wherein the bridge is transversely jointed at a location permitting conformability with the cranked launching frame when mounted for transit, each traciway girder being divided into two portions, a home bank portion and a far bank portion, pivotally interconnected at an axis perpendicular to the girders and lying in the plane of the decking faces, the tie-bar also being divided into two portions at the same axis and locking means being provided for securing the two portions of each girder in longitudinal alignment for deployment.
11. A method of launching a transportable bridge as claimed in claim 10 from a transporter/launcher vehicle as claimed in claim 9 including the steps of:
a. aligning the far bank portion of each girder with the home bank portion and securing the locking means,
b. backing the vehicle up to a gap to be bridged,
c. extending the decking members with the girder separation adjustment means until the maximum lateral separation of the girders is achieved,
d. securing the end beams between the girders at each end of the bridge,
e. tilting the launch frame with the jacking means until a substantially vertical position is reached,
f. operating the far bank end winching means to lower the far bank end of the bridge from the launch frame until the far bank of the gap is engaged,
g. disengaging the far bank end winching means,
h. disengaging the home bank end of the bridge from the pivotal engagement means,
i. operating the home bank end winching means to lower the home bank end of the bridge to the home bank,
j. disengaging the home bank end winching means.
12. A transportable bridge and transporter/launcher vehicle substantially as
hereinbefore described with reference to the
accompanying figures 1 to 3.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8134901A GB2088447B (en) | 1980-11-27 | 1981-11-19 | Transportable bridge |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8038076 | 1980-11-27 | ||
GB8134901A GB2088447B (en) | 1980-11-27 | 1981-11-19 | Transportable bridge |
Publications (2)
Publication Number | Publication Date |
---|---|
GB2088447A true GB2088447A (en) | 1982-06-09 |
GB2088447B GB2088447B (en) | 1984-05-23 |
Family
ID=26277642
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB8134901A Expired GB2088447B (en) | 1980-11-27 | 1981-11-19 | Transportable bridge |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB2088447B (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0081388A2 (en) * | 1981-12-08 | 1983-06-15 | Williams Fairey Engineering Ltd | Transportable bridge structure |
WO1985005389A1 (en) * | 1984-05-24 | 1985-12-05 | Harsco Corporation | Bridge transporting and launching trailer and method |
FR2597805A1 (en) * | 1986-04-23 | 1987-10-30 | Dietrich & Cie De | Towed load-bearing assembly for transporting, loading and offloading a foldable flooring element intended for spanning gaps |
EP0356561A1 (en) * | 1988-09-01 | 1990-03-07 | MAN Gutehoffnungshütte Aktiengesellschaft | Manually erectable minor-span bridge and method of positioning it |
EP0447825A1 (en) * | 1990-03-23 | 1991-09-25 | MAN Gutehoffnungshütte Aktiengesellschaft | Dismountable trackway bridge with a launching rail arranged between the trackways |
WO2004003298A1 (en) * | 2002-06-26 | 2004-01-08 | 19 Dean Street Pty Ltd T/A Boulton & Associates | Bridging apparatus |
AU2003240303B1 (en) * | 2002-06-26 | 2004-02-19 | Boulton & Associates | Bridging apparatus |
CN111962376A (en) * | 2020-08-12 | 2020-11-20 | 辽源市汽车改装有限公司 | Vehicle-mounted emergency rescue folding bridge |
-
1981
- 1981-11-19 GB GB8134901A patent/GB2088447B/en not_active Expired
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0081388A2 (en) * | 1981-12-08 | 1983-06-15 | Williams Fairey Engineering Ltd | Transportable bridge structure |
EP0081388A3 (en) * | 1981-12-08 | 1984-04-11 | Fairey Engineering Limited | Transportable bridge structure |
WO1985005389A1 (en) * | 1984-05-24 | 1985-12-05 | Harsco Corporation | Bridge transporting and launching trailer and method |
US4602399A (en) * | 1984-05-24 | 1986-07-29 | Harsco Corporation | Bridge transporting and launching trailer and method |
FR2597805A1 (en) * | 1986-04-23 | 1987-10-30 | Dietrich & Cie De | Towed load-bearing assembly for transporting, loading and offloading a foldable flooring element intended for spanning gaps |
EP0356561A1 (en) * | 1988-09-01 | 1990-03-07 | MAN Gutehoffnungshütte Aktiengesellschaft | Manually erectable minor-span bridge and method of positioning it |
EP0447825A1 (en) * | 1990-03-23 | 1991-09-25 | MAN Gutehoffnungshütte Aktiengesellschaft | Dismountable trackway bridge with a launching rail arranged between the trackways |
WO2004003298A1 (en) * | 2002-06-26 | 2004-01-08 | 19 Dean Street Pty Ltd T/A Boulton & Associates | Bridging apparatus |
AU2003240303B1 (en) * | 2002-06-26 | 2004-02-19 | Boulton & Associates | Bridging apparatus |
AU2003240303B8 (en) * | 2002-06-26 | 2004-02-26 | Boulton & Associates | Bridging apparatus |
US7350254B2 (en) | 2002-06-26 | 2008-04-01 | 19 Dean Street Pty Ltd | Bridging apparatus |
CN111962376A (en) * | 2020-08-12 | 2020-11-20 | 辽源市汽车改装有限公司 | Vehicle-mounted emergency rescue folding bridge |
Also Published As
Publication number | Publication date |
---|---|
GB2088447B (en) | 1984-05-23 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PCNP | Patent ceased through non-payment of renewal fee |