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MIVAN TECHNOLOGY
S. MOHAMMAD SALMAN NAQVI/4TH FLOOR
INTRODUCTION
• IT IS THE INFORMATION ABOUT ADVANCE TECHNOLOGIES
IN BUILDING CONSTRUCTION
• THE CONSTRUCTION INDUSTRY IS RAPIDLY CHANGING.
WITH-CHANGING TIMES, NEW PROCESSSES AND THE
MATERIAL ARE BEING USED
• A LOT OF RESARCH AND DEVELOPMENT IS CARRIED OUT
IN THE CONSTRUCTION INDUSTRY THROUGHOUT THE
GLOBE
• TIME, ECENOMY AND UTILITY OF SPACE HAVE BECOME
THE IMPORTANT ASPECTS OF THE CONSTRUCTION
INDUSTRY
MIVAN(ALUMINIUM
FORMWORK)
• FORMWORK IS THE TEMPORARY MOULDS OR
SHUTTERS IN WHICH CONCRETE IS PLACED,
SO THAT IT WILL HAVE DESIRED SHAPE OR
OUTLINE WHEN HARDENED. THIS
TEMPORARY CASING IS KNOWN AS
FORMWORK OR SHUTTERING
USES OF MIVAN FORMWORK
• 3S- SYSTEM OF CONSTRUCTION- SPEED, STRENGHTH,
SAFETY
• COLUMNS AND BEAM CONSTRUCTION ARE ELIMINATED
• WALLS AND SLABS ARE CAST IN ONE OPERATION
• SPECIALLY DESIGNED, EASY TO HANDLE LIGHT WEIGHT
PRE-ENGINEERED ALUMINIUM FORMS
• FITTING AND ERECTING THE PORTION OF SHUTTERING
• CARRYYING OUT CONCENTRATING OF THE WALLS AND
SLABS TOGETHER
ADVANTAGES OF MIVAN
TECHNIQUE
• MORE SEISMIC RESISTENCE- THE BOX TYPE
CONSTRUCTION PROVIDES MORE SEISMIC
RESISTANCE TO THE STRUCTURE
• INCREASED DURABILITY- THE DURABILITY OF
A COMPLETE CONCRETE STRUCTURE IS MORE
THAN CONVENTIONAL BRICK BAT MASONARY
• LESSER NUMBER OF JOINTS THEREBY
REDUCING THE LEAKAGES AND ENHANCING
THE DURABILITY
• HIGHER CARPET AREA- DUE TO SHEAR WALLS
ARE THIN THUS INCREASING AREA
• INTEGRAL AND SMOOTH FINISHING OF WALL
AND SLAB- SMOOTH FINISH OF ALUMINIUM
CAN BE SEEN VVIDLY ON WALLS
• NEGLIGIBLE MAINTENANCE- STRONG BUILT
UP OF CONCRETE NEEDS NO MAINENANCE
• FASTER COMPLETION- UNSURPASSED
CONSTRUCTION SPEED CAN BE ACHIEVED
DUE TO LIGHT WEIGHT OF FORMS
• LESSER MANUAL LABOUR IS REQUIRED FOR
CARRYING FORMWORKS
• SIMPLIFIED FOUNDATION DESIGN DUE TO
CONSISTENT LOAD DISTRIBUTION
• THE NATURAL DENSITY OF CONCRETE WALL
RESULT IN BETTER SOUND TRANSMISSION
COEFFICIENT
DISADVANTAGES OF MIVAN
TECHNIQUE
• CONCEALED SERVICES BECOME DIFFICULT
DUE TO SMALL THICKNESS OF COMPONENTS
• IT REQUIRES UNIFORM PLANNING AS WELL
AS UNIFORM ELEVATIONS TO BE COST
EFFECTIVE
• MODIFICATION ARE NOT POSSIBLE AS ALL
MEMBERS ARE CASTE IN RCC
• THE FRAMEWORK REQUIRES NUMBER OF
SPACERS, WALL TIES ETC. WHICH ARE CREATE
PROBLEMS SUCH AS SEEPAGE, LEAKAGES
DURING MONSOON
• DUE TO BOC-TYPE CONSTRUCTION
SHRINKAGE CRACKS ARE LIKELY TO APPEAR
• HEAT OF HYDRATION IS HIGH DUE TO SHEAR
WALLS
S. MOHAMMAD SALMAN NAQVI/4TH FLOOR
DIFFERENT COMPONENTS OF MIVAN SHUTTERING
WALL PANEL
• THE WALL PANEL
FORMS THE FACE OF
THE WALL FROM THE
TOP OF THE ROCKER
TO THE UNDERSIDE
OF THE TOP PANEL
ROCKER
• THE WALL PANEL FORMS
THE FACE OF THE WALL
FROM THE TOP OF THE
ROCKER TO THE
UNDERSIDE OF THE TOP
PANEL
KICKERS
• IT ACTS AS A LEDGE
TO SUPPORT THE
WALL PANELS BY
FORMING A WALL
FACE AT THE TOP OF
THE PANEL.
STUB PINS
• IT ACTS AS A LEDGE TO
SUPPORT THE WALL
PANELS BY FORMING A
WALL FACE AT THE TOP
OF THE PANEL.
WALL COMPONENTS BEAM COMPONENTS
DECK COMPONENTS
DECK PANEL
• THE DECK PANEL RESTS
BETWEEN PAIRS OF
MID BEAMS AND
PROVIDES A
HORIZONTAL SURFACE
FOR CASTING THE
SLABS
DECK PROP
• DECK PROP IS THE SAME AS
THAT OF BEAM DECK PROP,
HERE IT IS USED TO SUPPORT
THE SLAB AND BEARS THE
LOAD COMING ON THE DECK
PANEL.
PROP LENGTH
• PROP LENGTHS ARE THE
VERTICAL SUPPORT TO THE
DECK PROP WHICH ARE
ADJUSTABLE AS PER THE
SLAB HEIGHT
SOFFIT LENGTH
• IT ACTS AS A LEDGE
TO SUPPORT THE
WALL PANELS BY
FORMING A WALL
FACE AT THE TOP OF
THE PANEL.
BEAM SIDE PANELS
• THE DECK PANEL RESTS
BETWEEN PAIRS OF
MID BEAMS AND
PROVIDES A
HORIZONTAL SURFACE
FOR CASTING THE
SLABS
PROP HEAD
• IN THE BEAMS, WHERE THERE
IS NO SUPPORT FROM THE
BOTTOM, PROP HEADS ARE
USED TO SUPPORT THE BEAM.
IT HAS A V-SHAPED HEAD FOR
EASY DISLODGING OF THE
FORMWORK.
SOFFIT BEAM
• SOFFIT BEAM PANEL IS A
RECTANGULAR
ALUMINUM STRUCTURE
PLACED IN THE PROP
HEAD TO SUPPORT THE
SOFFIT BEAMS.
ERECTION PROCESS
• PLACING OF ALUMINIUM
FORMWORK
• POURING OF CONCRETE
• STRIKING OF FORMWORK

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MIVAN REPORT.pdf

  • 1. MIVAN TECHNOLOGY S. MOHAMMAD SALMAN NAQVI/4TH FLOOR INTRODUCTION • IT IS THE INFORMATION ABOUT ADVANCE TECHNOLOGIES IN BUILDING CONSTRUCTION • THE CONSTRUCTION INDUSTRY IS RAPIDLY CHANGING. WITH-CHANGING TIMES, NEW PROCESSSES AND THE MATERIAL ARE BEING USED • A LOT OF RESARCH AND DEVELOPMENT IS CARRIED OUT IN THE CONSTRUCTION INDUSTRY THROUGHOUT THE GLOBE • TIME, ECENOMY AND UTILITY OF SPACE HAVE BECOME THE IMPORTANT ASPECTS OF THE CONSTRUCTION INDUSTRY MIVAN(ALUMINIUM FORMWORK) • FORMWORK IS THE TEMPORARY MOULDS OR SHUTTERS IN WHICH CONCRETE IS PLACED, SO THAT IT WILL HAVE DESIRED SHAPE OR OUTLINE WHEN HARDENED. THIS TEMPORARY CASING IS KNOWN AS FORMWORK OR SHUTTERING USES OF MIVAN FORMWORK • 3S- SYSTEM OF CONSTRUCTION- SPEED, STRENGHTH, SAFETY • COLUMNS AND BEAM CONSTRUCTION ARE ELIMINATED • WALLS AND SLABS ARE CAST IN ONE OPERATION • SPECIALLY DESIGNED, EASY TO HANDLE LIGHT WEIGHT PRE-ENGINEERED ALUMINIUM FORMS • FITTING AND ERECTING THE PORTION OF SHUTTERING • CARRYYING OUT CONCENTRATING OF THE WALLS AND SLABS TOGETHER ADVANTAGES OF MIVAN TECHNIQUE • MORE SEISMIC RESISTENCE- THE BOX TYPE CONSTRUCTION PROVIDES MORE SEISMIC RESISTANCE TO THE STRUCTURE • INCREASED DURABILITY- THE DURABILITY OF A COMPLETE CONCRETE STRUCTURE IS MORE THAN CONVENTIONAL BRICK BAT MASONARY • LESSER NUMBER OF JOINTS THEREBY REDUCING THE LEAKAGES AND ENHANCING THE DURABILITY • HIGHER CARPET AREA- DUE TO SHEAR WALLS ARE THIN THUS INCREASING AREA • INTEGRAL AND SMOOTH FINISHING OF WALL AND SLAB- SMOOTH FINISH OF ALUMINIUM CAN BE SEEN VVIDLY ON WALLS • NEGLIGIBLE MAINTENANCE- STRONG BUILT UP OF CONCRETE NEEDS NO MAINENANCE • FASTER COMPLETION- UNSURPASSED CONSTRUCTION SPEED CAN BE ACHIEVED DUE TO LIGHT WEIGHT OF FORMS • LESSER MANUAL LABOUR IS REQUIRED FOR CARRYING FORMWORKS • SIMPLIFIED FOUNDATION DESIGN DUE TO CONSISTENT LOAD DISTRIBUTION • THE NATURAL DENSITY OF CONCRETE WALL RESULT IN BETTER SOUND TRANSMISSION COEFFICIENT DISADVANTAGES OF MIVAN TECHNIQUE • CONCEALED SERVICES BECOME DIFFICULT DUE TO SMALL THICKNESS OF COMPONENTS • IT REQUIRES UNIFORM PLANNING AS WELL AS UNIFORM ELEVATIONS TO BE COST EFFECTIVE • MODIFICATION ARE NOT POSSIBLE AS ALL MEMBERS ARE CASTE IN RCC • THE FRAMEWORK REQUIRES NUMBER OF SPACERS, WALL TIES ETC. WHICH ARE CREATE PROBLEMS SUCH AS SEEPAGE, LEAKAGES DURING MONSOON • DUE TO BOC-TYPE CONSTRUCTION SHRINKAGE CRACKS ARE LIKELY TO APPEAR • HEAT OF HYDRATION IS HIGH DUE TO SHEAR WALLS
  • 2. S. MOHAMMAD SALMAN NAQVI/4TH FLOOR DIFFERENT COMPONENTS OF MIVAN SHUTTERING WALL PANEL • THE WALL PANEL FORMS THE FACE OF THE WALL FROM THE TOP OF THE ROCKER TO THE UNDERSIDE OF THE TOP PANEL ROCKER • THE WALL PANEL FORMS THE FACE OF THE WALL FROM THE TOP OF THE ROCKER TO THE UNDERSIDE OF THE TOP PANEL KICKERS • IT ACTS AS A LEDGE TO SUPPORT THE WALL PANELS BY FORMING A WALL FACE AT THE TOP OF THE PANEL. STUB PINS • IT ACTS AS A LEDGE TO SUPPORT THE WALL PANELS BY FORMING A WALL FACE AT THE TOP OF THE PANEL. WALL COMPONENTS BEAM COMPONENTS DECK COMPONENTS DECK PANEL • THE DECK PANEL RESTS BETWEEN PAIRS OF MID BEAMS AND PROVIDES A HORIZONTAL SURFACE FOR CASTING THE SLABS DECK PROP • DECK PROP IS THE SAME AS THAT OF BEAM DECK PROP, HERE IT IS USED TO SUPPORT THE SLAB AND BEARS THE LOAD COMING ON THE DECK PANEL. PROP LENGTH • PROP LENGTHS ARE THE VERTICAL SUPPORT TO THE DECK PROP WHICH ARE ADJUSTABLE AS PER THE SLAB HEIGHT SOFFIT LENGTH • IT ACTS AS A LEDGE TO SUPPORT THE WALL PANELS BY FORMING A WALL FACE AT THE TOP OF THE PANEL. BEAM SIDE PANELS • THE DECK PANEL RESTS BETWEEN PAIRS OF MID BEAMS AND PROVIDES A HORIZONTAL SURFACE FOR CASTING THE SLABS PROP HEAD • IN THE BEAMS, WHERE THERE IS NO SUPPORT FROM THE BOTTOM, PROP HEADS ARE USED TO SUPPORT THE BEAM. IT HAS A V-SHAPED HEAD FOR EASY DISLODGING OF THE FORMWORK. SOFFIT BEAM • SOFFIT BEAM PANEL IS A RECTANGULAR ALUMINUM STRUCTURE PLACED IN THE PROP HEAD TO SUPPORT THE SOFFIT BEAMS. ERECTION PROCESS • PLACING OF ALUMINIUM FORMWORK • POURING OF CONCRETE • STRIKING OF FORMWORK