Masonry Arch Bridges are commonly used for road bridges of moderate spans. There are two classes of masonry arches, viz., (i) Stone Masonry Arch and (ii) Brick Masonry Arch
TYPES OF BRIDGES
1.
Masonry Bridges
Masonry
Arch Bridges are commonly used for road bridges of moderate spans. There are
two classes of masonry arches, viz., (i) Stone Masonry Arch and (ii) Brick
Masonry Arch
2.
R.C.C. Bridges
Concrete
is very suitable for withstanding compressive loads. Steel is very suitable for
tensile loads. The combination of these two is an ideal material for civil
structures. Examples: Slab Bridges, T-beam and Slab Bridge, Continuous R.C.C.
Bridge, Balanced Cantilever R.C.C. Bridge, R.C.C. Arch Bridge, Rigid Frame
R.C.C. Bridge, etc.
3.
Pre-stressed Concrete Bridges
The
advantages of pre-stressed concrete bridges are: Higher load carrying capacity
and Fewer expansion joints. The pre-stressed members are light. Pre-stressing
technique increases the shear capacity of concrete. This enables the use of
thinner webs, thereby resulting in saving in dead weight. Dead weight is
particularly significant in long span bridges. Pre-stressing technique
eliminates the cracking of concrete.
4.
Steel Bridges
Steel
Bridges are built for carrying a highway, a railway track, for support of water
pipes, gas or oil pipes, etc. For railway bridges, steel is used from very
small spans to very large spans.
5.
Timber Bridges
Timber
Bridges are Temporary Bridges, which are explained later.
6.
Composite Bridges
Composite
construction is made of structural elements which are made of two dissimilar
elements, e.g., rolled steel joints toped by a cast-in-situ R.C.C. slab,
pre-cast R.C.C. or prestressed concrete girder with cast-in-situ R.C.C. slab,
etc. Rolled steel joints toped by a cast-in-situ R.C.C. slab type bridges are
economical in the medium span range of 8 to 15 meters. These frames have high
stability against lateral forces such as wind and earthquake.
1.
Arch Bridges,
2.
Suspension Bridges,
3.
Truss Bridges,
4.
Steel Rigid Frame Bridges and
5.
Cantilever Bridges
1.
Deck Bridge
Deck
Bridge is one in which the track is carried on the top of the superstructure
spanning member. It is constructed where the depth of the superstructure is
small and sufficient Head Room is available. Examples: Masonry Arched Bridges
and Railway Bridges.
2.
Through Bridge
In
this type, the track is carried at the bottom of the superstructure. Examples:
Suspension Bridges and Bow-string Girder Bridges.
3.
Semi-through Bridge
In
this, the roadway is carried at some intermediate level between the deck and
through type bridge. That is, the flooring is supported at some intermediate
level of the superstructure.
4. ACCORDING TO THE PURPOSE or FUNCTION SERVED
1.
Highway Bridge
2.
Railway Bridges
3.
Foot Bridges
The
Foot Bridge is a bridge exclusively used for carrying pedestrians, cycles and
animals.
5. ACCORDING TO THE ALIGNMENT or INCLINATION
1.
Straight or Square Bridges
These
bridges are constructed at right angles to the axis of the river i.e.,
direction of flow of water. This type of crossing is known as Square Crossing
and hence the name Square Bridge.
2.
Skew Bridges
These
are bridges which are constructed not at right angles, but at some other angle
to the axis of the river i.e., direction of flow of water. Skew bridges are not
recommended, because construction of skew shape is very difficult; Foundation
of the skew bridge may get scoured.
6. ACCORDING TO THE POSITION OF HIGH FLOOD LEVEL (H.F.L.)
1.
Submersible Bridge
Submersible
Bridge is constructed in unimportant routes so as to reduce the construction
cost. It allows the highest flood to flow over its superstructure, submersing
the communication route. Hence, the name is Submersible Bridge. Flood water
flows during monsoon only for a short period of the year. During the rest of
the year, there may be no flow or normal flow runs under the bridge. Example:
Cause Way.
2.
Non-Submersible Bridge
It
carries the roadway above H.F.L. of the river. It is meant for carrying
un-obstructed traffic throughout the year. It always allows the highest flood
water to flow under the superstructure of the bridge.
7. ACCORDING TO THE LOADING
1.
Class AA Bridges
2.
Class A Bridges
3.
Class B Bridges
8. ACCORDING TO THE SPAN LENGTH
1.
Culverts [Culverts are explained later.]
2.
Minor Bridge,
3.
Major Bridge and
4.
Long Span Bridge
9. ACCORDING TO THE LIFE
1.
Permanent Bridges
Permanent
Bridges are bridges constructed at very high cost. They have a very long life
of the order of a few centuries. Examples: R.C.C. Bridges, Steel Bridges, etc.
2.
Temporary Bridges
Temporary
Bridges are bridges constructed at a low cost. They have a very limited life.
They are constructed during the construction of permanent bridges or during
major repair work of permanent bridges. Temporary bridges are disassembled
after the permanent bridges are constructed or repaired. Example: Timber
Bridges.
1.
Simple Bridges
Simple
Bridges include all beam, girder or truss bridges supported at both the ends.
They are suitable for spans up to 8 meters.
2.
Continuous Bridges
Bridges
which continue over two or more spans are known as Continuous Bridges. They are
used for large spans and where unyielding foundations are available.
[Continuous Bridges are explained later.]
3.
Cantilever Bridges
Bridges
which are fixed at one end and free at the other are called Cantilever Bridges.
They can be used for spans varying from 8 meters to 20 meters. [Cantilever
Bridges are explained later.]
1.
Over Bridge
Over
Bridge is a bridge constructed to enable one form of land communication over
the other and hence the name Over Bridge.
2.
Under Bridge
Under
Bridge is a bridge constructed to enable a road to pass under another
communication route (railway) or obstruction and hence the name Under Bridge.
12. ACCORDING TO THE METHOD OF PROVIDING CLEARANCE IN NAVIGATION
CHANNELS
1.
Movable Bridge [The Movable Bridge is explained later.), 2. Transporter Bridge
Basic Civil & Mechanical Engineering: UNIT III: j. Bridges : Tag: : Basic Civil Engineering - Types of bridges
Basic Civil and Mechanical Engineering
BE3255 2nd Semester 2021 Regulation | 2nd Semester EEE Dept 2021 Regulation