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CONTENTS
 Abstract
 Introduction
 History & Background
 Mivan Formwork And Its Uses In India
 Construction Procedure
 Components Of Mivan Formwork
 Speed Of Construction – Work cycle
 Advantages Of Mivan Formwork
 Limitations Of Mivan Formwork
 Comparison Between Aluminium Formwork And Conventional Formwork System
 Conclusion
 References
ABSTRACT
The traditional mode of construction for individual houses comprising load bearing walls with an
appropriate roof above or reinforced concrete (RC) framed structure construction with infill masonry walls
would be totally inadequate for mass housing construction industry in view of the rapid rate of
construction. For undertaking mass housing works, it is necessary to have innovative technologies which
are capable of fast rate construction and are able to deliver good quality and durable structure in cost
effective manner. Several systems are adopted at different places in the world; eventually the systems
which are reasonably economical and easy for operation with skilled labour are useful in India. Certain
systems are in vogue and more and more contractors are trying to bring in new technologies. These are
essentially based on the basis of mode of construction, namely, pre-cast construction or in-situ
construction.
Keywords: Components, cost, comparison with conventional system, construction speed.
INTRODUCTION
 Mivan is the brand name from far East, Malaysia.
 It is a Aluminium Alloy Formwork.
 The system of Aluminium forms (MIVAN) has been used
widely in the construction of residential units and mass
housing projects.
 It is fast, simple, adaptable and cost effective it produces
total quality work which requires minimum maintenance
and when durability is the prime consideration.
 Aluminium formwork system is a comparatively a new
technology in India.
HISTORY & BACKGROUND
 Mivan is basically an aluminium formwork system
developed by one of the construction company from
Europe the mivan company Ltd from Malaysia started
the manufacturing of such formwork system.
 Now a Days more than 30000 sq m of formwork used
in the world are under their operation. In Mumbai,
India there are number of buildings constructed with
the help of the above system. Which has proved to be
very economical and satisfactory for Indian
construction environment.
MIVAN FORMWORK AND ITS USES IN INDIA
 Mivan Technology has not been used widely in India but is very popular in gulf countries, Europe
and some parts of Asia.
 Its Use is being preferred in India to complete the most challenging government scheme – Housing
for all by 2022.
CONSTRUCTION PROCEDURE
1. Setting up of reinforcement
 The wall reinforcing steel is given from the footing to the bottom level of the slab as given in the
design.
 It is used to give a structure to the building and the support the building.
2. Placing of Aluminium Formwork
 All formwork is cleaned and coated with an
approved realize agents.
 The wall reinforcing steel is placed with the floor
slab.
 Along with the wall reinforcing steel, prefabricated
room-sized walls panels and floor slabs panels are
erected.
 Plumb, level, and dimensions are checked.
 The aluminum alloy slabs are accurately made as
per the required sizes.
 Spaces for windows, ducts, doors and other features
such as staircases, façade panels, and chajjas are
also integrated into these structures.
 The forms are then joined together using the pin
and wedge system, which can be dismantled
quickly after the concrete structure is made.
3. Pouring the Concrete
4. Deshuttering the Formwork
COMPONENTS OF MIVAN FORMWORK
1. Wall Components
a) Wall Panel b)Rocker
c) Kicker
2. Beam Components
a) Prop Head b) Beam Side Panel
c) Beam Soffit Bulkhead d) Beam Soffit Panel
3. Deck Components
a) Deck Panel b) Deck Prop c) Deck Prop Length
d) Deck Mid-Beam e) Soffit Length f) Deck Beam Bar
4. Other Components
a) Internal Soffit Corner b) External Soffit Corner
c) External Corner d) Internal Corner
Day-2
Day-4 Day-3
Day-1
Setting
out &
Survey Wall Rebar
& 1st M & E Stike wall
forms
Erect Wall
Forms
Strike Deck
Forms
Erect Deck
Forms
Deck Rebar
& 2nd M & E
Erect
sunken &
Spacer
Alignment &
Checking
4 hours
10 hours
4 hours
16 hours
2 hours
16 hours
12 hours
4 hours
2 hours
8
hours
4-Days work cycle
ADVANTAGES OF MIVAN FORMWORK
 High-quality formwork ensures consistency of dimensions.
 On removal of the mold, a high-quality concrete finish is produced to accurate tolerances and
verticality.
 The total system forms the complete concrete structures.
 Custom designed to suit project requirements.
 Unsurpassed construction speed.
 Panels can be reused up to 250 time
 It can be erected using unskilled labor.
LIMITATIONS OF MIVAN FORMWORK
Even though there are so many advantages of MIVAN formwork the limitations cannot be ignored
However the limitations do not pose any serious Problems
They are as Follow
 Because of small sizes finishing lines are seen on the concrete surfaces.
 Concealed services become difficult due to small thickness of components.
 It requires uniform planning as well as uniform elevations to be cost effective.
 Modifications are not possible as all members are caste in RCC
S.NO CHARACTERISTIC ALUMINIUM FORMWORK
SYSTEM
CONVENTIONAL FORMWORK
SYSTEM
1 Speed of
Construction
Four days cycle per floor Ten days cycle per floor
2 Quality of Surface
Finish
Excellent plastering is not
required
Bad
3 Pre-Planning of
Formwork System
Required Not Required
4 Type of
Construction
Cast In situ Cellular
Construction
Simple R.C.C Framed Structure
5 Wastage of
formwork material
Very Less In Great Amount
COMPARISON BETWEEN ALUMINIUM FORMWORK AND CONVENTIONAL
FORMWORK SYSTEM
0
200
400
600
800
1000
Construction
Time
in
Days
Type of Formwork
Time Comparison
CONVENTIONAL FORMWORK
ALUMINIUM FORMWORK
0
1000000
2000000
3000000
4000000
5000000
Cost
in
INR
(for
1000
m2)
Type of Formwork
Cost Comparison
CONVENTIONAL FORMWORK
ALUMINIUM FORMWORK
CONCLUSION
 The intention of this paper is not provide a detailed comparison or explain the technical
features of mivan formwork system in depth Instead of these aims to show the overview,
condition & constraints governing in the use of mivan formwork system under the typical
local circumstances.
 It can be concluded that the modern method of construction such as “Mivan Formwork
System” are the key to meeting the demand for efficient, Sustainable housing also the quality
and speed must be given due consideration with regards to economy
REFERENCES
1. Carol., A., “(2001)”. Editor. “Times Journal Construction and Design”. Oct-Dec 2001, pp
Editorial.
2. “Census of India”., “(2001)” “Table 500-012”. pp-48.
3. Jain and Jain., “(1993)”. “Design of Formwork”. “Design of Concrete Structures.”, Edition 1993,
pp 595-606.
4. Jana., V., G., & Kagale., Y., P., “(2005)”. “Indegnisation of Mass housing technology”. “Indian
Concrete Journal”, July2005, Volume 79, pp. 41-46.
5. Kulkarni., D., V., “(2001)”. “ First Rate Forms”. “Times Journal Construction and Design”. Oct-
Dec 2001, pp 22-23.
MIVAN-A Versite aluminium firmwork construction technique

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MIVAN-A Versite aluminium firmwork construction technique

  • 1.
  • 2. CONTENTS  Abstract  Introduction  History & Background  Mivan Formwork And Its Uses In India  Construction Procedure  Components Of Mivan Formwork  Speed Of Construction – Work cycle  Advantages Of Mivan Formwork  Limitations Of Mivan Formwork  Comparison Between Aluminium Formwork And Conventional Formwork System  Conclusion  References
  • 3. ABSTRACT The traditional mode of construction for individual houses comprising load bearing walls with an appropriate roof above or reinforced concrete (RC) framed structure construction with infill masonry walls would be totally inadequate for mass housing construction industry in view of the rapid rate of construction. For undertaking mass housing works, it is necessary to have innovative technologies which are capable of fast rate construction and are able to deliver good quality and durable structure in cost effective manner. Several systems are adopted at different places in the world; eventually the systems which are reasonably economical and easy for operation with skilled labour are useful in India. Certain systems are in vogue and more and more contractors are trying to bring in new technologies. These are essentially based on the basis of mode of construction, namely, pre-cast construction or in-situ construction. Keywords: Components, cost, comparison with conventional system, construction speed.
  • 4. INTRODUCTION  Mivan is the brand name from far East, Malaysia.  It is a Aluminium Alloy Formwork.  The system of Aluminium forms (MIVAN) has been used widely in the construction of residential units and mass housing projects.  It is fast, simple, adaptable and cost effective it produces total quality work which requires minimum maintenance and when durability is the prime consideration.  Aluminium formwork system is a comparatively a new technology in India.
  • 5. HISTORY & BACKGROUND  Mivan is basically an aluminium formwork system developed by one of the construction company from Europe the mivan company Ltd from Malaysia started the manufacturing of such formwork system.  Now a Days more than 30000 sq m of formwork used in the world are under their operation. In Mumbai, India there are number of buildings constructed with the help of the above system. Which has proved to be very economical and satisfactory for Indian construction environment.
  • 6. MIVAN FORMWORK AND ITS USES IN INDIA  Mivan Technology has not been used widely in India but is very popular in gulf countries, Europe and some parts of Asia.  Its Use is being preferred in India to complete the most challenging government scheme – Housing for all by 2022.
  • 7. CONSTRUCTION PROCEDURE 1. Setting up of reinforcement  The wall reinforcing steel is given from the footing to the bottom level of the slab as given in the design.  It is used to give a structure to the building and the support the building.
  • 8. 2. Placing of Aluminium Formwork  All formwork is cleaned and coated with an approved realize agents.  The wall reinforcing steel is placed with the floor slab.  Along with the wall reinforcing steel, prefabricated room-sized walls panels and floor slabs panels are erected.  Plumb, level, and dimensions are checked.  The aluminum alloy slabs are accurately made as per the required sizes.  Spaces for windows, ducts, doors and other features such as staircases, façade panels, and chajjas are also integrated into these structures.  The forms are then joined together using the pin and wedge system, which can be dismantled quickly after the concrete structure is made.
  • 9. 3. Pouring the Concrete 4. Deshuttering the Formwork
  • 11. 1. Wall Components a) Wall Panel b)Rocker c) Kicker
  • 12. 2. Beam Components a) Prop Head b) Beam Side Panel c) Beam Soffit Bulkhead d) Beam Soffit Panel
  • 13. 3. Deck Components a) Deck Panel b) Deck Prop c) Deck Prop Length d) Deck Mid-Beam e) Soffit Length f) Deck Beam Bar
  • 14. 4. Other Components a) Internal Soffit Corner b) External Soffit Corner c) External Corner d) Internal Corner
  • 15. Day-2 Day-4 Day-3 Day-1 Setting out & Survey Wall Rebar & 1st M & E Stike wall forms Erect Wall Forms Strike Deck Forms Erect Deck Forms Deck Rebar & 2nd M & E Erect sunken & Spacer Alignment & Checking 4 hours 10 hours 4 hours 16 hours 2 hours 16 hours 12 hours 4 hours 2 hours 8 hours 4-Days work cycle
  • 16. ADVANTAGES OF MIVAN FORMWORK  High-quality formwork ensures consistency of dimensions.  On removal of the mold, a high-quality concrete finish is produced to accurate tolerances and verticality.  The total system forms the complete concrete structures.  Custom designed to suit project requirements.  Unsurpassed construction speed.  Panels can be reused up to 250 time  It can be erected using unskilled labor.
  • 17. LIMITATIONS OF MIVAN FORMWORK Even though there are so many advantages of MIVAN formwork the limitations cannot be ignored However the limitations do not pose any serious Problems They are as Follow  Because of small sizes finishing lines are seen on the concrete surfaces.  Concealed services become difficult due to small thickness of components.  It requires uniform planning as well as uniform elevations to be cost effective.  Modifications are not possible as all members are caste in RCC
  • 18. S.NO CHARACTERISTIC ALUMINIUM FORMWORK SYSTEM CONVENTIONAL FORMWORK SYSTEM 1 Speed of Construction Four days cycle per floor Ten days cycle per floor 2 Quality of Surface Finish Excellent plastering is not required Bad 3 Pre-Planning of Formwork System Required Not Required 4 Type of Construction Cast In situ Cellular Construction Simple R.C.C Framed Structure 5 Wastage of formwork material Very Less In Great Amount COMPARISON BETWEEN ALUMINIUM FORMWORK AND CONVENTIONAL FORMWORK SYSTEM
  • 19. 0 200 400 600 800 1000 Construction Time in Days Type of Formwork Time Comparison CONVENTIONAL FORMWORK ALUMINIUM FORMWORK 0 1000000 2000000 3000000 4000000 5000000 Cost in INR (for 1000 m2) Type of Formwork Cost Comparison CONVENTIONAL FORMWORK ALUMINIUM FORMWORK
  • 20. CONCLUSION  The intention of this paper is not provide a detailed comparison or explain the technical features of mivan formwork system in depth Instead of these aims to show the overview, condition & constraints governing in the use of mivan formwork system under the typical local circumstances.  It can be concluded that the modern method of construction such as “Mivan Formwork System” are the key to meeting the demand for efficient, Sustainable housing also the quality and speed must be given due consideration with regards to economy
  • 21. REFERENCES 1. Carol., A., “(2001)”. Editor. “Times Journal Construction and Design”. Oct-Dec 2001, pp Editorial. 2. “Census of India”., “(2001)” “Table 500-012”. pp-48. 3. Jain and Jain., “(1993)”. “Design of Formwork”. “Design of Concrete Structures.”, Edition 1993, pp 595-606. 4. Jana., V., G., & Kagale., Y., P., “(2005)”. “Indegnisation of Mass housing technology”. “Indian Concrete Journal”, July2005, Volume 79, pp. 41-46. 5. Kulkarni., D., V., “(2001)”. “ First Rate Forms”. “Times Journal Construction and Design”. Oct- Dec 2001, pp 22-23.