S.P.B Patel Engineering College
NAME ENROLLMENT NO.
Mayank b dave 136930306521
Chetan k patel 136930306524
Narendrasing vaghela 136930306541
Subject :- Advance construction tech
Caissons
Types of
caissons
Pneumatic caissons
(closed at top and
open at bottom)
Box caissons
(open at top and
closed at bottom)
Open cassions or well
(open at top and bottom)
single Multiple Cylinders
Box Caissons
• A box caisson is a strong water tight vessel open at top
and closed at bottom is made of timer, reinforced concrete
or steel.
• This caisson is built on land, then launched and floated
to pier site where it is sunk in position. Such a type of
caisson is used where bearing stratum is available at
shallow depth, and where loads are not very heavy.
Open caissons or Wells
An open caisson is a box of timber, reinforced
concrete , steel or masonry which is open at the top
and at the bottom. It is used for building and bridge
foundations. Open caissons are also called well
foundations.
Shapes of wells :-
Multiple wells or Monoliths :-
Multiple Wells
The monoliths well s which are sunk together.
Each individual well has got a separate cutting
edge and dredging in each of the well can be done
Separately.
As the monoliths are of bigger dimension, they
can not be built On the site in the water
The dredging well should be large enough to
permit easy passage of excavating
Cylinders :-
An open cylinder can be conveniently used of the foundation
of bridge piers. The cylinder is a light shell which invariably
becomes the part of the permanent structure.
Cylinders are used as a foundation when depth of water is
more than 12 m or when it becomes essential to go deep to
avoid exposure of foundations due to scouring action of
flowing water.
Disadvantages :-
(1)As the diameter of cylinder is small, it’s load carrying
capacity is less.
(2)There are more chances of lifting of the cylinders.
(3)They require additional for sinking as their self weight is
less.
(4)The thickness is less and hence, the are not suitable for
the high bridges.
(5)When water is flowing with high velocity of flow, it is
difficult to sink the cylinders.
Advantages :-
(1) The construction is simple.
(2) The cost is low.
(3)As the diameter of cylinder is small, the obstruction the
water flow is less.
(4)The quantity of excavation is less.
(5)They do not require expensive and complicated lifting
devices.
Pneumatic caissons :-
A pneumatic caisson is open at bottom and closed at top. This
is useful at locations where it is not possible to adopt wells.
They are suitable when the depth of water is more than 12 m,
and maximum depth of water up to 35 m.
The essential feature of a pneumatic caisson is that
compressed air is used to remove water from the working
chamber at the bottom, and the foundation work is carried out
in dry conditions.
Normally, the tolerable air pressure under which a man can
work is limited to 0.35 N/mm.
Cassion

Cassion

  • 1.
    S.P.B Patel EngineeringCollege NAME ENROLLMENT NO. Mayank b dave 136930306521 Chetan k patel 136930306524 Narendrasing vaghela 136930306541 Subject :- Advance construction tech
  • 2.
    Caissons Types of caissons Pneumatic caissons (closedat top and open at bottom) Box caissons (open at top and closed at bottom) Open cassions or well (open at top and bottom) single Multiple Cylinders
  • 3.
  • 4.
    • A boxcaisson is a strong water tight vessel open at top and closed at bottom is made of timer, reinforced concrete or steel. • This caisson is built on land, then launched and floated to pier site where it is sunk in position. Such a type of caisson is used where bearing stratum is available at shallow depth, and where loads are not very heavy.
  • 5.
  • 6.
    An open caissonis a box of timber, reinforced concrete , steel or masonry which is open at the top and at the bottom. It is used for building and bridge foundations. Open caissons are also called well foundations.
  • 7.
  • 8.
    Multiple wells orMonoliths :-
  • 9.
    Multiple Wells The monolithswell s which are sunk together. Each individual well has got a separate cutting edge and dredging in each of the well can be done Separately. As the monoliths are of bigger dimension, they can not be built On the site in the water The dredging well should be large enough to permit easy passage of excavating
  • 10.
  • 11.
    An open cylindercan be conveniently used of the foundation of bridge piers. The cylinder is a light shell which invariably becomes the part of the permanent structure. Cylinders are used as a foundation when depth of water is more than 12 m or when it becomes essential to go deep to avoid exposure of foundations due to scouring action of flowing water.
  • 12.
    Disadvantages :- (1)As thediameter of cylinder is small, it’s load carrying capacity is less. (2)There are more chances of lifting of the cylinders. (3)They require additional for sinking as their self weight is less. (4)The thickness is less and hence, the are not suitable for the high bridges. (5)When water is flowing with high velocity of flow, it is difficult to sink the cylinders.
  • 13.
    Advantages :- (1) Theconstruction is simple. (2) The cost is low. (3)As the diameter of cylinder is small, the obstruction the water flow is less. (4)The quantity of excavation is less. (5)They do not require expensive and complicated lifting devices.
  • 14.
  • 15.
    A pneumatic caissonis open at bottom and closed at top. This is useful at locations where it is not possible to adopt wells. They are suitable when the depth of water is more than 12 m, and maximum depth of water up to 35 m. The essential feature of a pneumatic caisson is that compressed air is used to remove water from the working chamber at the bottom, and the foundation work is carried out in dry conditions. Normally, the tolerable air pressure under which a man can work is limited to 0.35 N/mm.