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SUPERSTRUCTURE
CONSTRUCTION
At the end of this topic, students should be able to:
1. List superstructure construction.
2. Describe the methods of superstructure
construction.
SUPERSTRUCTURE CONSTRUCTION
• Superstructure – building parts
located above the ground level such
as column, beam, floor, wall and
roof.
• Materials - timber, steel and
concrete.
Frame Structure Construction
Timber
Frame

Floor

Wall

Roof
Frame Structure Construction
Reinforced
Concrete
Frame
Column
& Beam
Construction

Formwork
Design

Reinforced
Steel Bar
Construction

Concrete
Pouring

Formwork
stripping
A) Timber Floor
i) Floor




Timber floor consist of plank
of wood with 25mm
thickness which is supported
by joist with size of 50mm x
75mm to 100mm.
Distance for joist is between
300mm x 600mm from
centre to centre.
i) Floor
• Strutting – installed between joist.
• Purpose – to prevent the joist from twisting.
i) Floor



All joist are arranged on timber beam.
Timber beam should be bigger than timber joist.
A) Timber Frame
ii) Wall


Pieces of planks are used to constructed a wooden wall by
nailing on timber wall structure.
A) Timber Frame
iii) Roof

i.
ii.
iii.
iv.
v.

i.
ii.

Factors that influenced roof structure design:
Span distance.
Types of roof cover.
Roof cover load and weather load.
Cost.
Aesthetic value.
Main characteristics of timber roof structure:
Enough strength to support the cover load and external load
such as rain and storm.
All the frame parts consist o treated hard timber.
Types of roof structure from timber
B) Reinforced Concrete Frame
Column and beam construction

Concrete column formwork

Concrete beam formwork

Beam is a part of a building which sustains load and transfer it to
column.
The column then transfer all its load to the building foundation.
Procedures for column and beam construction
1.

Formwork design

Formwork construction for
concrete column

Formwork construction for
concrete beam

Concrete formwork purpose is to place and form concrete mixture
according to prescribed size and design.
It is a temporary building structure which needs to be opened when
the concrete inside hardens
Procedures for column and beam construction
2.

Reinforcement steel bars installation
Procedures for column and beam construction
3.

Concrete pouring
Procedures for column and beam construction
4.

Formwork stripping
FORMWORK PART

FORMWORK STRIPPING DURATION

Stripping side parts of beam and
column formwork.

2 – 6 DAYS

Stripping bottom parts, beam
support and other unloading parts

7 – 14 DAYS

Stripping bottom parts beam
support and other loading parts

28 DAYS
EXAMPLE OF FORMWORK STRIPPING
Load Bearing Wall Construction
Load bearing wall is constructed in
order to support load other than
its own.
Wall will support all loads before
transferring them to the
foundation.
The wall thickness is normally not
less than one brick or 215 mm.

Example of load bearing wall

This wall also uses reinforcement
steel bars or is combined with
column to strengthen its position.
Load Bearing Wall Construction
Non-load bearing wall is the wall
which does not support other load
except its own.
This wall is constructed on
building which has frames such as
column and concrete beam.
The wall thickness is sufficient
with only half a brick or 102.5 mm
and is normally constructed with a
stretcher bond.
Example of nonload bearing
wall

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Superstructure construction

  • 1. SUPERSTRUCTURE CONSTRUCTION At the end of this topic, students should be able to: 1. List superstructure construction. 2. Describe the methods of superstructure construction.
  • 2. SUPERSTRUCTURE CONSTRUCTION • Superstructure – building parts located above the ground level such as column, beam, floor, wall and roof. • Materials - timber, steel and concrete.
  • 4. Frame Structure Construction Reinforced Concrete Frame Column & Beam Construction Formwork Design Reinforced Steel Bar Construction Concrete Pouring Formwork stripping
  • 5. A) Timber Floor i) Floor   Timber floor consist of plank of wood with 25mm thickness which is supported by joist with size of 50mm x 75mm to 100mm. Distance for joist is between 300mm x 600mm from centre to centre.
  • 6. i) Floor • Strutting – installed between joist. • Purpose – to prevent the joist from twisting.
  • 7. i) Floor   All joist are arranged on timber beam. Timber beam should be bigger than timber joist.
  • 8. A) Timber Frame ii) Wall  Pieces of planks are used to constructed a wooden wall by nailing on timber wall structure.
  • 9. A) Timber Frame iii) Roof  i. ii. iii. iv. v.  i. ii. Factors that influenced roof structure design: Span distance. Types of roof cover. Roof cover load and weather load. Cost. Aesthetic value. Main characteristics of timber roof structure: Enough strength to support the cover load and external load such as rain and storm. All the frame parts consist o treated hard timber.
  • 10. Types of roof structure from timber
  • 11. B) Reinforced Concrete Frame Column and beam construction Concrete column formwork Concrete beam formwork Beam is a part of a building which sustains load and transfer it to column. The column then transfer all its load to the building foundation.
  • 12. Procedures for column and beam construction 1. Formwork design Formwork construction for concrete column Formwork construction for concrete beam Concrete formwork purpose is to place and form concrete mixture according to prescribed size and design. It is a temporary building structure which needs to be opened when the concrete inside hardens
  • 13. Procedures for column and beam construction 2. Reinforcement steel bars installation
  • 14. Procedures for column and beam construction 3. Concrete pouring
  • 15. Procedures for column and beam construction 4. Formwork stripping FORMWORK PART FORMWORK STRIPPING DURATION Stripping side parts of beam and column formwork. 2 – 6 DAYS Stripping bottom parts, beam support and other unloading parts 7 – 14 DAYS Stripping bottom parts beam support and other loading parts 28 DAYS
  • 16. EXAMPLE OF FORMWORK STRIPPING
  • 17. Load Bearing Wall Construction Load bearing wall is constructed in order to support load other than its own. Wall will support all loads before transferring them to the foundation. The wall thickness is normally not less than one brick or 215 mm. Example of load bearing wall This wall also uses reinforcement steel bars or is combined with column to strengthen its position.
  • 18. Load Bearing Wall Construction Non-load bearing wall is the wall which does not support other load except its own. This wall is constructed on building which has frames such as column and concrete beam. The wall thickness is sufficient with only half a brick or 102.5 mm and is normally constructed with a stretcher bond. Example of nonload bearing wall