Civil Engineering Basics
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Bridge bearing
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A bridge bearing is a component of a
bridge which typically provides a resting
surface between bridge piers and the
bridge deck . The purpose of a bearing is to
allow controlled movement and thereby
reduce the stresses involved. Possible
causes of movement are thermal expansion
and contraction, creep, shrinkage, or fatigue
due to the properties of the material used
for the bearing. External sources of
movement include the settlement of the
ground below, thermal expansion, and
seismic activity . There are several
different types of bridge bearings which are
used depending on a number of different
factors including the bridge span, loading
conditions, and performance
specifications. The oldest form of bridge
bearing is simply two plates resting on top
of each other. A common form of modern
bridge bearing is the elastomeric bridge
bearing. Another type of bridge bearing is
the mechanical bridge bearing. There are
several types of mechanical bridge bearing,
such as the pinned bearing, which in turn
includes specific types such as the rocker
bearing, and the roller bearing. Another
type of mechanical bearing is the fixed
bearing, which allows rotation, but not other
forms of movement.
An expansion bearing on the Queen
Elizabeth II Metro Bridge .
History
The first bridge bearings to be used were
plane bearings in the early 1800s, which
included sliding bearings or roller bearings.
Plane bearings allowed horizontal
movement in one direction, and could
therefore transfer horizontal load. Rotating
bearings were used in the late 1800s and
early 1900s and included rocker bearings,
knuckle bearings, and ball bearings.
Rotating bearings allowed movement in
both the horizontal and vertical directions.
Both plane bearings and roller bearings
were made of metal. In the mid-1900s,
deformation bearings began to be used,
which were made of rubber. Deformation
bearings primarily include elastomeric
bearings, the most common type of bridge
bearing used today.
Types of Bridge
Bearings
Rocker Bearings
Rocker bearings have curved surfaces that
allow rocking. As the bridge expands, the
bearing rocks to allow movement in the
horizontal direction. Rocker bearings are
primarily made of steel. Rocker bearings
tend to be used for highway bridges.
Elastomeric Bearings
Elastomeric bridge bearings are the most
popular type of bridge bearing used today.
They are made of rubber and do not have
any moving parts, because the rubber itself
allows movement in the bridge.
Elastomeric bearings can be made at a low cost, and do
not need to be maintained, like other forms
of bearings that have moving parts and are
made of metal. Elastomeric bearings can
be reinforced with steel to make them
stronger if needed.
Sliding Bearings
Sliding bearings have both a flat sliding
surface to allow horizontal movement and
a spherical surface to allow rotation.
Although they used to be made of metal,
sliding bearings now tend to be made of
Teflon .
CONTRACT............... https://www.facebook.com/100523945054395/posts/171242584649197/?app=fbl
CONCRETE MIX DESIGN NOTES
https://www.facebook.com/103609438072105/posts/150373366729045/?app=fbl
STRESS AND STRAIN . https://www.facebook.com/103609438072105/posts/148693210230394/?app=fbl
building materials and construction... https://www.facebook.com/112398863839999/posts/176465520766666/?app=fbl
COMPOSITE STRUCTURE
The reason why composite construction is
often so good can be expressed in one
simple way - concrete is good in
compression and steel is good in tension.
By joining the two materials together
structurally these strengths can be exploited
to result in a highly efficient and lightweight
design. The reduced self weight of
composite elements has a knock-on effect
by reducing the forces in those elements
supporting them, including the foundations.
Composite systems also offer benefits in
terms of speed of construction. The floor
depth reductions that can be achieved using
composite construction can also provide
significant benefits in terms of the costs of
services and the building envelope .
