CHAPTER 2C SUPERSTRUCTURE-LECTURE 3 flooring

Page 1

CHAPTER 2: SUPER-STRUCTURE LECTURE  LECTURE  LECTURE  LECTURE 

1 2 3 4

– REINFORCEMENT FRAMES - COLUMN AND BEAM - FLOORING - ROOF


LECTURE 3 FLOORING


FLOORING System Basically divided into two (2) systems: - one-way spanning slab - two-way spanning slab one-way spanning slab

two-way spanning slab


FLOORING One Way Spanning Slab 

R.c slab and beams system with beams spanning in one direction on rectangular grid.

For small span and lightly loaded structures

If beams are sufficiently deep, internal columns may be omitted, giving wider unobstructed usage of floor area.


FLOORING


FLOORING Two Way Spanning Slab 

R.c slab and beam system with beams spanning in 2 directions forming square grids.

Resulting in reduction in thickness and dead weight of slab

For large spans and heavy loaded structure


FLOORING


FLOORING Types ď ľ

Divided into three (3) types: 1. Flat Plate Floor 2. Flat Slab Floor 3. Waffle Slab


FLOORING 1. Flat Plate Floor


FLOORING 1. Flat Plate Floor    

  

R.c floor slab resting directly on reinforced concrete columns with no projecting beams. It is a monolithic system. Most efficient for light and medium loading as in flats and offices. Reinforced on the upper side of slab, on all directions covering whole floor surface with emphasis along column grids. Regular spacing of columns – approximately 5.5 m (18 ft.) on both directions are more economical. For domestic loading – grid spacing of 3m (15 ft) with plate thickness of 150 mm. For a span of 3.5 m, plate thickness of 200 mm


FLOORING 1. Flat Plate Floor 

Advantages:  simplification of formwork  Reduction in dead weight  Flat soffit – able to use standard height partition.  Possible reduction in floor height, therefore, overall reduction in building height.

Disadvantages:  Only suitable for lightweight structures


FLOORING 2. Flat Slab Floor


FLOORING 2. Flat Slab Floor 

Another form of r.c floor without projecting beams

Termed as mushroom construction because of the expanded column heads.

Sometimes necessary to thicken the slab over column cap to form a drop panel

Suitable for heavy loading e.g. warehouses

Simpler formwork and possible reduction of floor height but floor thickness is increased

Max. efficiency – columns must be in regular grid 6 – 7.5 m, slab thickness 225 – 300 mm.


FLOORING 2. Flat Slab Floor 

Advantages:  Formwork is simple and economical  Saving in storey height.  Better lighting facilities due to flat ceiling  Structurally economical  Good appearance due to flat ceiling

Disadvantages:  Need to thicken slab for heavier loads


FLOORING 3. Waffle Slab Floor


FLOORING 3. Waffle Slab Floor


FLOORING 3. Waffle Slab Floor 

A two way r.c ribbed floor with a thin slab.

Floor is cast over moulds made of fiber glass or steel

Waffle pattern can add to the visual aspect of ceiling

Advantages:  Suitable for wide spans  Dead weight is reduced as hollow block replaces portion of solid concrete thereby more economical

Disadvantages:  More restriction to installation of services  Careful supervision required when constructing


END OF LECTURE 3 – CHAPTER 2


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