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DEPARTMENT OF CIVIL ENGINEERING
(REG – 17)
YEAR/SEM –IV/VIII
SUBJECT HANDLING
Mr.S.Venkateswaran. M.E.,
Assitant Professor
SUBJECT – CE8022/Prefabricated structures
ONLINE CLASS
UNIT 1
INTRODUCTION
SYLLABUS
Need for prefabrication – Principles of prefabrication – Modular coordination
– Standarization – Materials – Systems – Production – Transportation –
Erection.
OUTCOMES
• The student will have good knowledge about design principles, layout of
factory and stages of loading in precast construction.
INTRODUCTION
“Prefabrication is the practice of
assembling components of a
structure in a factory or other
manufacturing site, and
transporting complete assemblies to
the construction site where the
structure is to be located’’.
NEED FOR PREFABRICATION
 Used for non Suitable normal construction areas (hilly region)
 Speedy Construction
 Lack of space
 Improve quality
 Proper utilization of space
 Mass production
 Durable structure with less maintenance
 Aesthetic finish
 Further expanses easy
PREFABRICATION PRINCIPLES
 Design for prefabrication, preassembly and modular coordination
 Simplify and standardize connection details
 Simplify and separate building systems
 Minimize building components and materials
 Select fittings, fasteners, adhesives and sealants that allow for quicker
assembly and facilitate the removal of reusable materials.
 Reduce building complexity
 Design of reusable material
USES OF PREFABRICATION
• Prefabrication techniques are used in the construction of apartment
slacks and housing developments with repeated housing units.
• Prefabricating Steel sections reduces on site cutting and welding costs as
well as the associated hazard’s.
• The technique is also used in office blocks, warehouses and factory
buildings.
• Able to re-use moulds
• Prefabrication can also help minimize the impact from bridge building.
• Prefabricated Steel and glass sections are widely used for the
exterior of large buildings.
ADVANTAGES OF PREFABRICATION
• The need for work shuttering and scaffolding is greatly reduced.
• Construction time is reduced and buildings are completed
• Skilled labour is more readily available and costs of labour,
power, materials, space and overheads are lower.
• Time spend in bad weather or hazardous environments at the
construction site is minimized.
DISADVANTAGES OF PREFABRICATION
• Careful handling of Prefabricated components such as
concrete panels or steel and glass panels is required
• Leaks can form at joints in prefabricated components.
• Large Prefabricated Structures require heavy-duty cranes &
Precision measurement and handling to place in position.
• Local jobs are last.
PREFABRICATION ELEMENTS
Flooring / Roofing system Precast Beams
Precast Columns Precast wall panels Precast Slabs
CLASSIFICATION OF PREFABRICATION
• Small prefabrication – Ex. Brick
• Medium Prefabrication – Ex. roofing systems and horizontal members
• Large Prefabrication – Ex. wall panels, roofing /flooringSystems
• Cast–in–site prefabrication – construction in site
• Open system of prefabrication - wall fitting and other fixing are done on
site.
• Closed system of prefabrication - whole things are casted with fixings and
erected on their position.
• Partial prefabrication
• Total Prefabrication – All elements are Prefabricated
PREFABRICATED MATERIALS
• Prefabricated building materials are used for buildings that are
manufactured off-site and shipped later to assemble at the final location
• some of the commonly used prefabricated building materials are
aluminium steel, wood, fiberglass and concrete.
• Synthetic materials are used for the walls & roofs. To provide enhanced
security a combination of both metal and cloth materials are used.
• Plastic flooring materials can be quickly assembled and are very durable
• Prefabricated, building materials used for small prefabricated buildings
are steel, wood, fiberglass. Plastic or aluminium materials.
• These materials are cheaper than regular brick and concrete buildings.
MODULAR COORDINATION
• Modular coordination means the interdependent arrangement of a
dimension based on a primary value accepted as a module.
• Modular coordination is the basis for a standardization of a mass
production of component.
• Purpose of modular coordination
• To reduce the variety of component size reduced.
• To allow building designer greater flexibility in the arrangement of
components.
MODULE
The basic module is known as 1M which is equivalent to 100mm.
• 1M = 100mm
• There are three type of MODULE :-
(I) Basic Module (II) Multi Module (III) Sub Module
• Basic Module
• It is the fundamental unit of size in modular coordination and for general application to building &
components .The size of basic Module is taken as 100mm denoted by “M”
• Multi Module
• Certain whole multiples of basic module usually expressed in as “M” with numeric prefix as 2M , 3M,
4M etc are referred to as multi module.
• It is possible to achieve a substantial reduction in the number of modular sizes
• Sub Module
• Certain submultiples of basic module which are whole simple fractions shall be chosen when
absolutely necessary for an increment smaller than the basic module. For practical
• considerations, this sub modular increment shall be expressed as “M” with fractional prefix as 1/5M,
1/4M, 1/3M,etc
Aims of Modular coordination
• Facilitating cooperation between designers, manufacturers, suppliers &
builders.
• Permits a flexible type of standardization which encourages the use of a
number standardized components for the construction of buildings and
building components
• Ensures Dimensional coordination between installation as well as with the
rest of building
STANDARDIZATION
• Standardization is the repeated production of standard sizes and or layouts of
components or structures which may occur on site or off site.
Example
• Modular Bathroom, Standard kitchen cabinet, prison cell etc.
Advantages
Easier in design
Easier in manufacture
Easier in erection and completion
Factors influencing Standardization
• Thenumberof elementswillbe limitedandtheyshouldbe usedinlargequantities.
• To the extent possible the largest size to be used which results in less number of
joints.
• The size and the number of the prefabricate in limited by the weight in overall
dimensionthatcanbe handledby thetransportation.
SYSTEMS OF PREFABRICATION
Major systems are:
•Large panel system
- Longitudinal wall system
- Cross wall system
- Combined system.
•Structural Frame system
•Lift panel system ( Column slab system)
•Mixed system.
It can also be categorized as
- Open prefabricate system
- Closed prefabricate system
Process involved in Manufacturing
Main process
• Providing and assembling the moulds,
placing reinforcement cage in position
for RC work
• Fixing the wires and tubes
• Pouring and vibrating
• Demoulding and Stacking
• Curing
Auxiliary Process (necessary process
covered by main process)
• Mixing and Manufacturing the
concrete
• Prefabrication of Reinforcement
cage
• Finishing and testing the products
TRANSPORTATION
• Careful handling must be carried
• Avoid jerk and distress in elements
• Properly planned - Traffic rules and
Regulations
• Size of Transport vehicle
• Proper base packing materials
Transporting the structural components is also one of the important task in
prefabrication. To properly deliver to the site following things should be
considered.
ERECTION
Erection and Installation of components on site:
• Requires proper attention and skill to prevent the
elements from developing erection and handling stresses
Stationary cranes
1. Guyed derrick
• Lighter in weight
• Used for framed buildings for erection of floor panels,
columns and slab strips
2. Climbing crane
• Tall buildings over 20 storey used
• A horizontal jib and balancing counter weight are
placed top of the shaft
• Rotates over 360 degree
3. Tower crane
• The most versatile equipment
used in prefabrication is a tower
moving on rails.
Crane on rails
• Portal cranes
• Tower cranes
Mobile crane moving on ground
• Truck mounted
• Crawler mounted
THANK YOU

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UNIT 1 INTRODUCTION | CE8022 PREFABRICATION STRUCTURES |

  • 1. DEPARTMENT OF CIVIL ENGINEERING (REG – 17) YEAR/SEM –IV/VIII SUBJECT HANDLING Mr.S.Venkateswaran. M.E., Assitant Professor SUBJECT – CE8022/Prefabricated structures
  • 2. ONLINE CLASS UNIT 1 INTRODUCTION SYLLABUS Need for prefabrication – Principles of prefabrication – Modular coordination – Standarization – Materials – Systems – Production – Transportation – Erection. OUTCOMES • The student will have good knowledge about design principles, layout of factory and stages of loading in precast construction.
  • 3. INTRODUCTION “Prefabrication is the practice of assembling components of a structure in a factory or other manufacturing site, and transporting complete assemblies to the construction site where the structure is to be located’’.
  • 4. NEED FOR PREFABRICATION  Used for non Suitable normal construction areas (hilly region)  Speedy Construction  Lack of space  Improve quality  Proper utilization of space  Mass production  Durable structure with less maintenance  Aesthetic finish  Further expanses easy
  • 5. PREFABRICATION PRINCIPLES  Design for prefabrication, preassembly and modular coordination  Simplify and standardize connection details  Simplify and separate building systems  Minimize building components and materials  Select fittings, fasteners, adhesives and sealants that allow for quicker assembly and facilitate the removal of reusable materials.  Reduce building complexity  Design of reusable material
  • 6. USES OF PREFABRICATION • Prefabrication techniques are used in the construction of apartment slacks and housing developments with repeated housing units. • Prefabricating Steel sections reduces on site cutting and welding costs as well as the associated hazard’s. • The technique is also used in office blocks, warehouses and factory buildings. • Able to re-use moulds • Prefabrication can also help minimize the impact from bridge building. • Prefabricated Steel and glass sections are widely used for the exterior of large buildings.
  • 7. ADVANTAGES OF PREFABRICATION • The need for work shuttering and scaffolding is greatly reduced. • Construction time is reduced and buildings are completed • Skilled labour is more readily available and costs of labour, power, materials, space and overheads are lower. • Time spend in bad weather or hazardous environments at the construction site is minimized.
  • 8. DISADVANTAGES OF PREFABRICATION • Careful handling of Prefabricated components such as concrete panels or steel and glass panels is required • Leaks can form at joints in prefabricated components. • Large Prefabricated Structures require heavy-duty cranes & Precision measurement and handling to place in position. • Local jobs are last.
  • 9. PREFABRICATION ELEMENTS Flooring / Roofing system Precast Beams Precast Columns Precast wall panels Precast Slabs
  • 10. CLASSIFICATION OF PREFABRICATION • Small prefabrication – Ex. Brick • Medium Prefabrication – Ex. roofing systems and horizontal members • Large Prefabrication – Ex. wall panels, roofing /flooringSystems • Cast–in–site prefabrication – construction in site • Open system of prefabrication - wall fitting and other fixing are done on site. • Closed system of prefabrication - whole things are casted with fixings and erected on their position. • Partial prefabrication • Total Prefabrication – All elements are Prefabricated
  • 11. PREFABRICATED MATERIALS • Prefabricated building materials are used for buildings that are manufactured off-site and shipped later to assemble at the final location • some of the commonly used prefabricated building materials are aluminium steel, wood, fiberglass and concrete. • Synthetic materials are used for the walls & roofs. To provide enhanced security a combination of both metal and cloth materials are used. • Plastic flooring materials can be quickly assembled and are very durable • Prefabricated, building materials used for small prefabricated buildings are steel, wood, fiberglass. Plastic or aluminium materials. • These materials are cheaper than regular brick and concrete buildings.
  • 12. MODULAR COORDINATION • Modular coordination means the interdependent arrangement of a dimension based on a primary value accepted as a module. • Modular coordination is the basis for a standardization of a mass production of component. • Purpose of modular coordination • To reduce the variety of component size reduced. • To allow building designer greater flexibility in the arrangement of components.
  • 13. MODULE The basic module is known as 1M which is equivalent to 100mm. • 1M = 100mm • There are three type of MODULE :- (I) Basic Module (II) Multi Module (III) Sub Module • Basic Module • It is the fundamental unit of size in modular coordination and for general application to building & components .The size of basic Module is taken as 100mm denoted by “M” • Multi Module • Certain whole multiples of basic module usually expressed in as “M” with numeric prefix as 2M , 3M, 4M etc are referred to as multi module. • It is possible to achieve a substantial reduction in the number of modular sizes • Sub Module • Certain submultiples of basic module which are whole simple fractions shall be chosen when absolutely necessary for an increment smaller than the basic module. For practical • considerations, this sub modular increment shall be expressed as “M” with fractional prefix as 1/5M, 1/4M, 1/3M,etc
  • 14. Aims of Modular coordination • Facilitating cooperation between designers, manufacturers, suppliers & builders. • Permits a flexible type of standardization which encourages the use of a number standardized components for the construction of buildings and building components • Ensures Dimensional coordination between installation as well as with the rest of building
  • 15. STANDARDIZATION • Standardization is the repeated production of standard sizes and or layouts of components or structures which may occur on site or off site. Example • Modular Bathroom, Standard kitchen cabinet, prison cell etc. Advantages Easier in design Easier in manufacture Easier in erection and completion
  • 16. Factors influencing Standardization • Thenumberof elementswillbe limitedandtheyshouldbe usedinlargequantities. • To the extent possible the largest size to be used which results in less number of joints. • The size and the number of the prefabricate in limited by the weight in overall dimensionthatcanbe handledby thetransportation.
  • 17. SYSTEMS OF PREFABRICATION Major systems are: •Large panel system - Longitudinal wall system - Cross wall system - Combined system. •Structural Frame system •Lift panel system ( Column slab system) •Mixed system. It can also be categorized as - Open prefabricate system - Closed prefabricate system
  • 18. Process involved in Manufacturing Main process • Providing and assembling the moulds, placing reinforcement cage in position for RC work • Fixing the wires and tubes • Pouring and vibrating • Demoulding and Stacking • Curing Auxiliary Process (necessary process covered by main process) • Mixing and Manufacturing the concrete • Prefabrication of Reinforcement cage • Finishing and testing the products
  • 19. TRANSPORTATION • Careful handling must be carried • Avoid jerk and distress in elements • Properly planned - Traffic rules and Regulations • Size of Transport vehicle • Proper base packing materials Transporting the structural components is also one of the important task in prefabrication. To properly deliver to the site following things should be considered.
  • 20.
  • 21. ERECTION Erection and Installation of components on site: • Requires proper attention and skill to prevent the elements from developing erection and handling stresses Stationary cranes 1. Guyed derrick • Lighter in weight • Used for framed buildings for erection of floor panels, columns and slab strips
  • 22. 2. Climbing crane • Tall buildings over 20 storey used • A horizontal jib and balancing counter weight are placed top of the shaft • Rotates over 360 degree
  • 23. 3. Tower crane • The most versatile equipment used in prefabrication is a tower moving on rails.
  • 24. Crane on rails • Portal cranes • Tower cranes
  • 25. Mobile crane moving on ground • Truck mounted • Crawler mounted