POT Bearings vs Elastomeric Bearings
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Looking for POT bearing vs elastomeric bearing? Look no further because in today’s article we’re going to elaborate this very important topic in bridges and girders.
As a bridge engineer you might know that
the bridge girders won’t go directly on the beam seat and instead bearings are provided
that act as a resting surface between the girders and the pier or abutment.
So, we can say that bridge bridges are
provided so as to allow relative movement between superstructure and
substructure.
Did you know? These bearings are not only
used in bridges. They’re also used in large infrastructure projects such as
heavy building and high rise building so that loads, moment, rotation are
transferred to underneath structures without any damage.
Purpose of Bridge Bearings
The bridge bearings serve two purposes as
structural devices in bridges. They are meant to transmit heavy imposed loads
from the super structure to substructure. They also provide mechanism so as to
allow bridge to accommodate relative movements between super and substructure
due to vehicular or other environmentally imposed loads.
But before you can understand what type of
bearing is good POT or elastomeric, it is very important that you understand
the movements that are there on bridge bearings.
Translation: These are lateral or transverse movements in
the superstructure and substructure due to shrinkage, temperature, and creep
effects.
Rotation: Rotation is the other type of
movement on bridge bearings. They are caused either because of settlement in
the structure or due to traffic imposed loadings.
Types of bridge bearings
There are two broad classes of bridge
bearings i.e. fixed bearings that only allow rotation but restrict any lateral
movement. Expansion bearings is the other type that allow both rotation and translation
movements.
As per the mechanism of bearings and their
structure, there are variety of different types of bearings like sliding
bearings, rocker and pin bearings, roller bearings, elastomeric bearings,
curved bearings, disk bearing, and pot bearings.
But discussing all these types is actually
out of scope of this post. In this post we’ll only discuss about the
elastomeric bearings and pot bearings.
Elastomeric Bearings
These are one of the most common types of
bridge bearings used. Elastomeric bearings are made with thin layers of
synthetic or natural rubber. In between these layers, steel plates are placed.
Both are merged by vulcanization process.
Because of their joint behaviour, they are
capable of supporting high vertical loads with very small deformations. Elastomeric
bearings, as the name suggests are flexible or soft under lateral loads i.e.
they are hard in vertical direction and soft in horizontal direction. In order
to enhance the damping capacity of the bridge bearing, lead cores are provided.
These lead cores allow energy dissipation so as to deform plastically. This
phenomenon is very useful in seismically active areas under earthquake loads.
Pot Bearings
A pot bearing is another common type of
bearings used for bridges and heavy loaded buildings. In pot bearings, a plain
elastomeric disk is encased in a shallow steel ring called pot, hence named pot
bearing. Vertical loads are transmitted through a steel piston and it sits closely
with the pot ring wall.
Above the corner of the elastomeric disk,
internal flat sealing rings are provided that contain the disk inside the pot.
In such an arrangement, elastomeric pad behaves like a viscous fluid within the
pot that allows the bearing to rotate.
In a pure pot bearing, there’s no
translational movement allowed and the lateral load is transmitted through the
piston that presses against the pot wall. Such a type of pot bearing is fixed
pot bearing. To allow rotation in such a transfer, a sliding surface is
provided with material of low friction coefficient. Such a guided type is
called guided pot bearing.
Elastomeric bearings vs POT bearings
In elastomeric bearings, there’s no
confinement as compared with POT and thus they can’t take heavier loads. Such a
conventional elastomeric pads will require larger area for the same load and
thus the load will not be uniformly distributed.
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