Construction
Plant I
By
Dr. Heng Li [bshengli@polyu.edu.hk] Tel: 2766 5879
1.
Reference
Jack
Stroud Foster & Raymond Harington (1994), Structure
& Fabric Part 2, 5th Edition, London:
Longman
2.
Learning Objectives
"An
ability to select the appropriate construction plant for specific
building operation."
3.
Mechanization of Building Operations
Nature
of job and site
Mechanization
is better on larger contracts rather than small contracts.
A large contract normally has sufficient work of various
types to justify the introduction of specialized machines
and to enable them to be used economically. Site considerations
must be suitable for its safe, efficient and economic
use.
Relationship
between operations of plant and of men
The
number of men working on any operation should be correctly
related to the output of the mechanical plant serving
them. This is to prevent the plant being idle from time
to time while the men use the material already delivered
to them.
Careful
planning and programming of the contract as a whole
To
ensure the expensive plant to hire or to purchase and
maintain, is occupied to the maximum extent while on the
site. Ideally, the sequence of all operations throughout
the job, whether mechanized or manual, should be so arranged
that no plant on the site is ever idle.
Suitability
of the design of the building
The
use of mechanical plant must be considered at the design
stage carefully. The architect should be aware of the
advantages of mechanized methods which include continuity
of operations and the use of plant at maximum capacity
every time it is operated.
4.
Construction Plant
Construction
plant can be classified according to their functions as:-
- Excavating
- Hoisting
- Transporting
- Mixing
4.1
Excavating
Factors
in selecting Excavation plant:-
-
The
nature of the excavation to be performed
-
The
type of soil to be excavated
-
The
distances which the excavated spoil must be carried to transport
-
The
condition and gradients of the site
Excavating
plant can be divided into two types:-
a.
Excavator
It
is an equipment to be based on which is a tracked or wheeled
self-propelled machine consisting of a chassis carrying a revolving
platform and a power operated jib or boom controlled by wire
ropes, together with a driver’s cabin, and which is designed
for a number of different excavating operations by changing
the booms and buckets.
An
excavator can be rigged as:-
Face
Shovel It is used for excavating
against a face or bank, consisting of an open-top bucket or
dipper with a bottom opening door, fixed to an arm or dipper
stick which slides and pivots on the jib of the crane. It is
suitable for excavating all clay, chalk and friable materials
and for handling rock and stone. However, it is not suitable
for surface excavation for which a skimmer is used.
Backacter It
is similar to face shovel except that the dipper stick pivots
on the end of the jib and the dipper or bucket works towards
the chassis and normally has no bottom door but is emptied by
swinging away from the chassis to invert the bucket. It is mainly
used to excavate trenches and occasionally used for the excavation
of open areas such as small basements.
Skimmer
This arrangement is similar to the face shovel except that
in this case the bucket slides on rollers directly along the
jib and thus has a more restricted movement. It is used for
surface excavation and levelling in conjunction with transport
to haul away the excavated material.
Dragline
It is usually fitted with a long slender boom or jib and the
bucket, which in operation faces towards the machine and has
no door, is supported by cable only as on a crane. It works
from the side of the excavation at normal ground level and
is used for excavating large open excavations such as basements
when the depth is beyond the limit of the boom of a backacter.
Crand
and Grab It consists of
two hinged half-buckets or jaws pivoted to a frame which is
suspended by cable from a long jib of an excavator. The grab
is used for deep excavations of limited area on all types
of soil except rock.
Pile
Driving and Drilling It is an excavator equipped
with either hanging leaders which guide the pile and the hammer
during driving, or a turntable through which the square drilling
rod or kelly bar passes for drilling piles.
b.
Tractor-based Equipment
It
is designed either as attachments to normal tracked or wheeled
tractors or as machines in whih the earth-moving attachments and
the tractor are designed as a single integrated unit.
A
tractor which is hydraulically operated can be rigged as:-
Tractor
Shovel This consists of a tipping
bucket at the front attached by strong pivoted arms or booms
to the frame of the machine. It is used for stripping top soil,
excavating against a face, bulldozing and for loading spoil
or loose materials.
Trench
Digger It operates on the same principle as a backacter
excavator except that the bucket is controlled by hydraulic
rams instead of cables and pulleys.
Scraper It
is a large box or bowl with an open front and bottom cutting
cutting edge, supported on a frame between two pairs of wheels
and attached to a tractor from which the bowl is raised and
lowered by cable or hydraulic power. It is used for surface
excavation over large areas where the spoil can be disposed
on the site and for bulk excavation over small areas.
Bulldozer
and Angle-dozer The bulldozer
consists of a rectangular steel blade with renewable cutting
edge set at right-angles or about 30 degrees to the direction
of travel and attached by steel arms to the sideframes of a
crawler tractor. It may be used for excavating natural soil
or for moving loose soil or debris which it pushes forward as
the ractor forces it ahead.
4.2
Hoisting
This
concerns with the handling of materials and components. Most building
materials used in the erection of buildings are handled several
times during the course of construction. The plant used for hoisting,
primarily performs vertical movement.
These
may be either self-propelled or truck-mounted. They are suitable
where on-site or between site mobility is a primary requirement
or where the duration of job is short. It is widely used for
the erection of low-rise buildings where a long reach is not
essential and the machine can approach near to the building,
and for the erection of low framed structures where the crane
being able to move between the columns of the structures.
For
example: Self-propelled cranes, truck- or lorry-mounted cranes,
telescopic jib cranes
-
Stationary
Cranes
They
are fixed firmly to some form of base at their working position.
It can handle its maximum loads over a greater range of radius
than mobile crane.
For
example: Derrick cranes, guy derrick, scotch derrick, monotower
derrick, tower crane, climbing crane, rail-mounted or travelling
crane, transportable tower crane, fixed jib slewing crane, portal
crane
-
Hoists
A
hoist consists of a horizontal platform which is moved up and
down vertical guides by a powered winch and is usually termed
a platform hoist. It is used for materials lifting and passenger
carrying which is useful for high-rise building construction.
For
example: Platform hoists and mobile platform hoists.
-
Elevators
These
consist of a series of buckets fixed to a rotating belt or chain
and are used for raising aggregates into the bins of weightbatchers.
Elevators can work vertically but are usually set at an angle,
according to the height of lift.
4.3
Transporting
This implies
horizontal movement primarily but it can involve some vertical
movement too.
-
Dumpers
These
are vehicles designed for the transport of materials which
previously were usually carried out by wheelbarrows, such
as excavated spoil, hardcore and concrete. It is faster
and more economical than hand barrow and consists of a shallow
tipping hopper or skip mounted on a wheeled chassis.
For
example: Power barrow, dumper, multi-skip dumpers, high
discharge dumpers, dump truck
-
Forklift
Trucks
It
is essentially a powered mobile chassis on the front of
which is a vertical frame or mast on which a pair of "forks",
that is a pair of projecting tines, may be raised and lowered.
It is basically used for handling unit or packaged loads
which is a large individual component or smaller components
packaged into suitable units.
-
Monorail
Transporter
This
is a powered wagon or skip running on a single easily laid
rail and is intended primarily to carry concrete from the
mixer to the point of placing. It is generally used in otherwise
inaccessible situations.
-
Conveyors
It
is used for handling small materials such as excavated spoil
from the point of excavation to the boundaries of the site
for loading into transport, for concrete placing or for
filling up aggregate bins in weigh-batchers.
-
Concrete
Pumps and Placers
This
consists of a pump which is mechanically operated by ram and
placers pneumatically operated by compressed air. For example,
mobile concrete pump.
4.4
Mixing
A
large amount of material must still be mixed with water, mainly
concrete, mortar and plaster. The advantages of mechanical mixing
over hand mixing, except for very small quantities, are greater
economy, reduce the loss of cement and more accurate gauging of
the water content.
a.
Concrete
Mixers
They
are made in various types and sizes and are broadly classified
as (i) batch mixers and (ii) continuous mixers. There are five
types of batch mixer:
Tilting
drum
Non-tilting
drum
Reversing
drum, a form of non-tilting mixer
Split
drum
Paddle
mixers (a) pan (b) turbo (c) trough
b.
Weighbatchers
The
batching of materials for concrete may be by volume or by weight.
For example: weighbatcher incorporated with mixer, independent
weighbatcher, mobile and semi-mobile weighbatcher
c.
Central Mixing Plant
The
concentration of batching and mixing operations in a single
static plant instead of by a number of mobile mixers is often
used on large, extensive sites.
The
main advantages of central mixing are:-
- An
increased output by fewer machines and men is possible.
- In
suitable circumstances it is more economicl than a number
of separate mixers.
- Better
quality control is possible
The
essential components of a central mixing plant are:-
- Adequate
storage of aggregates at ground level
- Overhead
aggregate storage bins to hold not less than an hour’s supply
at maximum output
- Some
means of storing and weighing the cement
- Elevated
water storage together with some means of metering the water
supplied to the mixer
- A mix
or mixers
- Storage
hoppers to contain the mixed concrete until fed into transport
or concrete pump.
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