Principles:
v The Main
reasons to choose Precast Construction method over conventional in method.
1. Economy
in large scale project with high degree of repetition in work construction.
2. Special requirement in finishing.
3. Consistency
in structural quality control.
4. Fast
speed of construction.
5. Constraints
in availability of site resources(e.g.
materials & Laborites )
6. Other
space & environmental constraints.
7. Overall assessment
of some or all of the above
factors which points
to the
superiority
of adopting precast construction over convention method.
The following details gives. The cost implications
of precast construction & conventional in situ method.
8. Large groups of buildings from the same type of
prefabricated elements tend to v look drab
and monotonous.
1. Local Jobs are last.
v The
main reasons to
choose. Precast Construction
method over conventional
in situ method.
1. Economy
in large scale project with high degree of repetition in work execution.
2. Special
architectural requirement in finishing.
3. Colysistonay
in structural quality control.
4. Fast
speed of construction.
5. Constraints
in availability of site resources ce.g.materials & labour etc..
6. Other
space & environmental constraints.
7. Overall
assessment of some or all of the above factors which points to the superiority
of adopting precast construction over conventional method
The following details gives the cost implications
of precast construction & conventional in situ method.
v Prefabrication
Elements :
1. Flooring
/ Roofing system.
2. Priciest
Beams
3. Precast
Columns
4. Precast walk panels.
5. recast
Stabs.
v Classification
:
The Prefabrication is classified as follow from the view of
degree of Precast construction.
1. Small
prefabrication
2. Medium
Prefabrication
3. Large
Prefabrication
4. Cast in
Site Prefabrication
5. Off-Site
(or) factory Prefabrication
6. Open system
of prefabrication
7. Closed
system of prefabrication
8. Partial
prefabrication
9. Total
prefabrication
v Small
Prefabrication :
The first
3 types are mainly classified according to their degree of precast
Elements using in that construction for eg.:brick
is a small unit precast and used in building.
This is
called as small prefabrication. That the degree of precast element is very low.
1. Medium
Prefabrication :
Suppose the roofing systems and horizontal members
are provided with pretested elements those construction are known as medium
prefabricated construction here th degree of precast elements are moderate.
·
Large Prefabrication :
In large prefabrication most of the members like
wall panels, roofing / flooring Systems, beams and columns are prefabricated.
Here degree of precast elements are high.
·
Cast - in - site
prefabrication : OFF - site (factory) prefabrication :
One of the
main factor which affect the factory prefabrication is transport. The width of
mad walls, mode of transport, vehicles are the factors which prefabrication is
to be done on site on factory.
Suppose the factory situated at a long distance from
the construction site and the vehicle have to cross a congested traffic with
heavy weighed elements the cost in side prefabrication is preferred even though
the same condition are the cast in site prefabrication is preferred only when
number of houses and more for small elements the conveyance is easier with
normal type of lorry and trailers. Therefore we can adopt factory (or) OFF site
prefabrication for this type of
construction.
• Open system of prefabrication :
In the total prefabrication systems, the space
framers are casted as a single unit and erected at the site. The wall fitting
and other fixing are done on site. This type of construction is known as open
system of prefabrication.
·
Closed system of prefabrication :
In this system the whole things are casted with
fixings and erected on their position.
·
Partial prefabrication :
In this method of construction the building
element (mostly horizontal) required are precast and then erected. Since the
costing of horizontal elements (roof / floor) often take there time due to
erection of from work the completion of the building is delayed and hence this
method is restored. In most of the building sites this method is popular more.
Son in industrial buildings where the elements have longer spans. Use of double
tees, channel units, cored stabs, slabs, hyperboloid shall etc., are some of
the horizontal elements.
This method is efficient when the elements are
readily available when the building reached the roof level. The delay caused
due to erection of formwork, delay due to removal eliminated completely in this
method of construction Suitable for any type of building provided lifting and
erection equipments are available.
·
Total Prefabrication :
Very high speed can be achieved by using this
method of construction. The method can be employed for frame type of
construction or for panel type of or the total prefabrication can be on site or
off-site. The choice of these two methods depend on the situations when the
factory produced elements are transported and erected site we call if off-site
prefabrication. If this method is to be adopted then we have a very good
transportation of the products to site. If the elements are cast near the
building site and erected, the transportation of elements can be eliminated,
but we have consider the space availability for establish such facilities
though it is temporary. The choice of the method of construction also depends
on the following;
1. Type of
equipment available for erection and transport.
2. Type of
structural scheme ( linear elements or panel)
3. Type of
connections between elements.
4. Special
equipment devised for special method construction.
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