| |
Origins
Mandrocles of Samos designed and constructed a bridge of boats across
the Bosphorous in 493BC. At some 3,000 ft this represented a considerable
achievement and enabled Darius and his army to cross from Asia into
Europe and invade Macedonia. Mandrocles must have a claim to being
one of the very first bridge engineers.
The essence of military bridging is the capacity to provide a fixed
or floating structure across a wet or dry gap, frequently in the
face of the enemy, such structures being prefabricated, portable
and easy to assemble.The Bailey Bridge developed at the start of
Second World War (1939-1945) is probably the most well known example.
However, in the best traditions of the Corps of Royal Engineers,
its officers have been at the forefront of military bridging design
since their foundation. Indeed prior to the formation of the Corps
in 1716, the Ordnance Train of 1692 included wagon carried pontoons
for the Flanders campaign (1692-97). |
19th Century Military Bridging (1800-99) - the Pontoons |
The first regular bridging train was formed in 1812 and was part
of the army in the Peninsula in April 1813. Wellington, ever conscious
of logistics, took a great deal of interest in it. The tin pontoons
were open and prone to flooding in heavy water. To overcome this
Colonel James Colleton designed a cylindrical shaped closed pontoon
with conical ends in 1814. At about the same time Sir William Congreve
(of rocket fame) produced the Congreve Trough.
This was probably the first 'dry' bridge and consisted of 2 U shaped
troughs 14 ft long which could be laid across a stream or laid across
a boat to form a rudimentary ferry. |
Illustration 1 - The bridge across
the river Adour at Bayonne, France (Feb 1814). Designed by Major
Tod, Royal Staff Corps and built by members of the Royal Navy, Royal
Engineers, Royal Staff Corps and Royal Sappers and Miners. |
Illustration 4c - Royal Engineers
Pontoon troop on the march with a Clauson Mark II pontoon - 1915
(Photo: unknown) |
Early 20th Century Military Bridging (1900's - 1920)The Pontoon Troop also carried a bridging
trestle , originally a local version of the Austrian designed Burago
trestle and subsequently the sapper designed Weldon
trestle.
Illustration 5 - Section of a
trestle bridge built over the river Tugela, Natal during
the Zulu War in 1879 - the trestles can be clearly seen supporting
the deck of the bridge.
Photograph taken by a RE Photographer 1879
The trestles provided support between
the bank and the first pontoon and were extensively used during
the British colonial wars of the mid to late 19th century, particularly
in South Africa - see illustration 5.
An improved version was officially identified as the Mark
IV Trestle and widely used in the First World War (1914-1918).
|
| The First World War led to rapid development of all
forms of bridging. The Mark III pontoon was evolved
and an Air Raft Equipment developed as well. Early
on the scene were pre-fabricated canal bridges and stock spans - see
illustration 6, for heavy loads. The need for a dry or fixed bridge
that could be rapidly built and easily transported from standardised
parts was met by an original design by war time officer and professional
engineer Major Charles Inglis. This was a triangular through bridge
using tubes and cast steel junction boxes. Those crossing the bridge
walked through the triangles. The bridge would be constructed on a
two wheeled trolley parallel to the gap. Built overlength the construction
party would bear down on the rear end and swivel it across the gap.
A 108 ft lightweight footbridge was built and placed in 13 minutes.
A heavy bridge that could carry up to 7 tons was subsequently produced.
The Inglis heavy pontoon bridge was developed
later, this had a square section through which traffic passed. The
Type A stock span bridge - see illustration 6, was superseded
by the Hopkins 120 ft span bridge (Captain Hopkins
was a former bridge designer with the Great Western Railway), this
was a through type bridge as well - see illustration 7. Constructed using
prefabricated steel sections fixed with nuts and bolts it was not
suitable for front line use. |
Illustration 6 - An 84ft span
Inglis bridge Mark I at La Motte April 1918.
In the foregound is a Mark II Stock Span bridge.
(Photo: IWM)
Illustration 7 - A
180ft Hopkins bridge crossing the Canal du
Nord in the Third Army Cambrai 1918
(Painting: Major Tom Alban, RNZE) |
Illustration 8 - A Sankey
bridge, an upgrade of the standard pontoon bridge
to take heavier loads.
(Photo: IWM) |
|
The use of tanks on the battlefield saw the emergence of assault bridging. Large fascines were initially used and indeed are still in use today. Tank towed and subsequently mounted devices were developed and will be the subject of a separate article. Extreme bravery was the order of the day in constructing infantry footbridges as part of an assault. Three Victoria Crosses were awarded in the period leading up to the Armistice; posthumously to Cpl James McPhie and also to Maj AHS Waters DSO MC RE and Spr A Archibald. Earlier in the war Capt T Wright RE, Capt WH Johnson RE and Maj G de CE Findlay MC* RE were also awarded VCs.
|
Mid-20th Century Military Bridging (1920's - 1945)
At the very end of the war a permanent home was established at
Christchurch, Dorset for all things bridging. It was intended to
form three RE Tank Bridging Battalions but plans changed as the
war ended and the Experimental Bridging Company (later the Experimental
Bridging Establishment: EBE) was formed from one of these Battalions
under the command of Major G le Q Martel DSO MC RE who went on to
play a signal role in military bridging reaching the rank of Lieutenant-General.
The pace of development slackened in the inter war period and equipment
developed included amongst others the Canal Lock Bridge,
the Inglis Assault Bridge, the Large Box
Girder Bridgeand later the Small Box Girder Bridge,
the Inglis Heavy Floating Bridge, the Mark
IV pontoon, the Mark V trestle, the Folding
Boat Equipment - see illustration 10, and the Christchurch
Crib. This was a skeleton steel double cube measuring 6'
x 3' x 3' used to make temporary bridge piers. Inglis continued
to play a role in the development of bridging but was based at the
University of Cambridge. |
|
Sir Donald Bailey, KT, OBE (1901-85), designer
of the Bailey bridge. |
Donald Bailey joined the EBE in 1928 as a civilian designer. It
is suggested that the idea of the Bailey Bridge
- see illustration 9a, 9b, 9c, was sketched out on the back of an envelope
in 1940 as Donald Bailey and others from the EBE returned from the
loading trial of a new Inglis Bridge prototype
in Cambridge. The EBE's requirement was for an easily manufactured
steel bridge whose basic components would each weigh no more than
a 6 man lift (600lbs), fit into a 3 ton GS lorry. It had to be sufficiently
flexible to be used over a wide range of gaps, with various loads
and with pontoons. Bailey drew together the various threads of past
developments and proposed a prefabricated K braced panel with male/female
couplings and panel pins. Each panel was about 10 ft x 5 ft and
had 18' cross girders. The through section was almost 13 ft with
a 10 ft 9" roadway. The cross girders extended outside the panels
and were used to support walkways. Panels could be added in parallel
to form double and triple trusses. Panels could also be laid in
layers up to 3 high. A 150 ft triple-triple bridge could carry a
Churchill tank on its transporter (about 70 tons). |
| The simplicity of Bailey's design enabled mass production and some
700,000 panels were produced representing about 350 miles of bridging.
The original design was adapted to make a pontoon bridge, a suspension
bridge (longest built was 450 ft) and a multi-span bridge. There is
no doubt that the Bailey Bridge in its various guises played a very
significant role in all theatres of the war. In North West Europe
alone some 1,500 bridges totalling over 29 miles of fixed and 3 miles
of floating bridges were constructed. The longest was the 'Sussex
Bridge' at 1,940 ft one of several built for the Rhine crossing. Sir
Donald Bailey (knighted in 1946) continued to play a major role at
Christchurch until 1962 when he was appointed Dean of the Royal Military
College of Science (RMCS). |
Illustration 9a - Bailey Bridge
'Amazon' over the River Rapido, Itlay - May 1944
(Painting: Cuneo) |
Illustration 9b - Bailey Catwalk
built to negotiate a damaged section of the road alongside the Manipur
River, Burma 1945 - this shows the versatility of the Bailey.
(Photo: IWM)
|
Illustration 9c - Class 40 Bailey Pontoon
Bridge built over the river Meuse at Maeseyck by VIII Corps
Troops Engineers January 1945
(Photo: IWM) |
Military Bridging in the Post-WW2 period (1945 onwards) |
Illustration 10 - Class 5 Raft
Folding Boat Equipment Raft crossing a river in
Burma 1945
Illustration 11 - An Assault
Boat Raft - 1960's
|
In 1946 EBE became part of MEXE (the Military Engineering Experimental
Establishment) and its work was directed towards the use of aluminium
alloys and the development of bridges with greater capacity and
load width to take account of the development of larger and heavier
vehicles.
The Light Assault Floating Bridge (LAFB) was the
first product. Consisting of a bipartite pier with integrated roadway
and panel 2 sections could be carried on a 3 ton vehicle and a further
2 sections on the towed launching trailer. It had an articulated
landing bay to cope with changes in river height. It could also
be used to form a Light Assault Raft (LAR) - see
illustration 11, with a Class 12 or Class 30 load capacity (approximating
to a 12 and 30 ton load respectively).
The Heavy Assault Floating Bridge (HAFB) - see
illustration 14, followed. This pontoons consisted of 3 sections,
a centre and two bows. The girder panels were of made of aluminium,
a first in this type of bridging. The centre section was carried
on a 10 ton vehicle with the two bow sections being carried on a
trailer which was used to launch the complete section. Class 80
capacity for tracked vehicles and Class 100 for wheeled vehicles.
|
Design of the Heavy Ferry (Class 80) - see illustration
12, began in 1947 with troop trials commencing in 1955. Coming into
service in 1957 it consisted of 4 main pontoons each with a ramp,
4 propulsion pontoons and 4 buoyancy pontoons. A system of water
jet propulsion was used, water being drawn into the axial flow pump
and forced out through guide vanes which provided the directional
force. The ferry could be built in an hour and was carried on 6
trucks 4 of which had special trailers. The new dry bridge was the
Heavy Girder Bridge (HGB) which was a scaled up
version of the Bailey Bridge with a maximum Class 100 load. All
of these post war bridges needed a crane to assist in their assembly
although the HGB could be built without one. Variants of this bridge
were developed together with a new 4 ft x 2 ft x 2 ft bridging crib. |
Illustration 12 - Heavy Ferry - Troops
of the 36 Corps Engineer Regiment crossing the river Thames in a
Heavy Ferry - 1960's. It has a Class 80 bow-loading capability and
can be built in an hour.
(Photo:IWM) |
The development of the Class 16 Airportable Bridge
which began in the early 1960s saw a step change in construction
using alloy materials (aluminium-zinc-magnesium). It was of box
construction with internal stiffening and a 50 ft clear span. The
top surface of the boxes formed the deck and the end sections were
ramped. A floating version with pneumatic floats using standard
outboard motors for propulsion was produced as well. There was also
a requirement for an amphibious bridge which was initially met by
using the French invented and German developed eponymously named
Gillois Bridge Unit. This was quickly succeeded
by the superior German M2 rig now superseded by
the M3 rig. These were completely self contained
and powered and could be linked to form ferries and bridges. There
is an example at the Museum. |
Illustration 13 - Medium Girder Bridge
(MGB), Bosnia 1990's
It came into service in 1970's to provide a hand-built Class
60 crossing. It is highly versatile and has been successfully
sold around the world. |
Illustration 14 - Heavy Assault Floating
Bridge (HAFB)
It was the principal floating bridge for the Brutish Army
of the Rhine (BAOR) in 1960's and 1970's. Seen here carrying
a Conqueror tank on its transporter. |
|
The early 1970s saw the introduction of the Medium Girder
Bridge (MGB) - see illustration 13, into service. This innovative
bridge of alloy construction was hailed by many as the real successor
to the Bailey Bridge. It was lighter in weight, easier to transport
& handle and much quicker to build than both the Bailey and HGB.
Like the Airportable Bridge it consisted of box sections with ramp
ends, with the addition of deck units and bankseat beams. Load capacity
could be increased using a reinforcement set to create an under
storey. Other developments included a multi-span set and a floating
version. The MGB remains in service. The Bailey Bridge has been
exploited commercially and a whole range of variants have been developed
in steel and alloys. |
|
At the RE Demonstration (1973), 118 Field Squadron RE (V), presenting the Medium Girder
Bridge (MGB) in place of the Regular Corps. It is believed that this was the first time a TA unit has been used for such an event. During that demonstration they completed the 30m build in under 30 minutes. In another demonstration the following day they were nearing completion in a quicker time when the light nose collapsed.
|
|
Author: MW
Stoneham, FoREM, who served in the LAFB/HGB era
Sources:
- One More River to Cross Joiner J (Pen
and Sword Books, Barnsley)
- Follow the Sapper. Napier G (Institution of Royal Engineers, Chatham, 2005)
Related links
- Corps History Part 14 - The Corps and the First World War
- Corps History Part 16 - The Corps and the Second World War
- Article - Assault Bridging and Equipment
- Article - Blood's Pontoon
- Biography of Charles Pasley
|
Royal
Engineers Museum main site
|
|