SUBSTRUCTURE
Generally there are two major components of a building
which are substructure and super structure. The substructure is a part of the
building that is built below the ground level whereas superstructure is the
part of the structure that is constructed above the ground level. A foundation
is an element of a structure which connects it to the ground and transfers
loads from the structure to the ground. Foundation is generally considered
either shallow or deep
Foundation provide the structure’s stability from the
ground. Main purposes of foundations are:
· To distribute the
weight of structure over a large area in order to avoid overloading the underlying soil
· To anchor the structure against natural forces
including earthquakes, floods, frost heaves
and wind
· To provide a level surface for construction
· To anchor the structure deeply into the ground
· To
prevent lateral movements of the supported structure
Foundation depends on the,
· Ground condition
·
Groundwater condition
· Site, environment
· Structure of building
Foundation types
Ø
Shallow
foundation
· Strip foundation
· Pad foundation
· Mat foundation
Ø
Deep
foundation
· Pile foundation
· Slurry foundation
SCREED
Screed is a thinner layer of
concrete which is typically poured over a base floor to help form a smooth
floor coating to provide a strong foundation for the top floor. 50mm
thickness of G15 concrete was use for screeding at our site.
The screeds primary purpose, using one part cement to three to five parts sharp sand, is to give a smooth and level floor on which to lay your chosen floor finish. The thickness of the screed allows it to take up normal variations in flatness and levelness of the base on which it is laid. The mix should be fairly dry. The way to tell if you have it right is to grab a handful of mixed screed and squeeze. The mix should stay in one firm lump in your hand but very little liquid, if any, should come out.
Figure
4.1-screed concrete
REQUIREMENTS OF A GOOD FOUNDATION
The foundations shall be constructed to
sustain the dead and imposed loads and to transmit these to the sub-soil in
such a way that pressure on it will not cause settlement which would impair the
stability of the building or adjoining structures.
Foundation base should be rigid so that
differential settlements are minimized, Specially for the case when super-imposed
loads are not evenly distributed.
Foundations should be taken sufficiently
deep to guard the building against damage or distress caused by swelling or
shrinkage of the sub-soil
Foundations should be so located that its
performed may not be affected due to any unexpected future influence.
Foundation should be strong and designed
with safety factor so that structure may not be damaged due to unexpected
effects.
Compaction procedure of soil,
1. Material
transport by truck
2. Laying
by excavator
3. Rammer
compacted
4. Plate
vibrator compacted
5. 5Ton
Roller compacted
6. 1Ton
Roller compacted
7. Checking
degree of compaction
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