A PRESENTATION ON
U-BOOT BETON TECHONOLOGY
AMISH RAJ HARI
B.TECH 3rd YEAR STUDENT OF
CIVIL ENGINEERING DEPARTEMENT
Under The Guidance of
Mr. Riddha Chaudhari
Asst. Professor , Civil Engineering Department
CALCUTTA INSTITUTE OF ENGINEERING AND
MANAGEMENT
CONTENT
 INTRODUCTION
 PARTS OF U-BETON
 TYPES OF U-BETON
 INSTALLATION PROCESS
 APPLICATIONS
 ANVANTAGES OF U-BETON
 CONCLUSION
INTRODUCTION
 It is the recycled polypropylene (plastic polymer) formwork technology used
for construction purposes.
 It creates lighter economical design for
structure.
 This is used to construct Two way slab,
large span slab , mushroom slab and
raft foundation in RCC structure.
 It is suitable for high rise building, hospitals and parking management
residential and industrial building.
fig-1.0 fig-1.1
PARTS OF U-BETON
 There are main three parts of u-beton,
I. Spacer joint.
 It is used to fix the position of u-boot
during construction.
 to maintain the rigid interconnection
that ensure perfect geometric compliance
with design as well as bearing capacity of
formwork.
fig:3-spacer joint
Fig:4-U-Beton connected by joint.
II. Connection bridge.
II. Closing plate.
Types of u-beton
 Generally two type of u-boot beton ,
I. single u-beton:-it have only upper u-beton with foot and spacer.
where,
H = height of up U-Boot.
P = height of foot.
S = Spacer height.
 Single U-Beton is available of various up beton height and foot height of base
dimension (52 cm x 52 cm).
S
Fig:9-single u-beton
II. Double u-beton-It’s having both upper and lower part of u-boot with foot
and spacer.
 This is also available in various size of up u-boot,down
down u-boot and foot height.
where,
P= foot height.
H= Total height of upper u-boot and lower
u-boot.
 The working dimension of double u-beton is (52cm×52cm).
Fig:10-Double u-beton
Installation Process
 The installation process for the u-boot is showing below as step wise,
 Step-I:-place lower reinforment
above the formwork.
 Step-II:-Now place the u-boot above
the lower reinforecement at the
specified intervals provided by the
horizontal link connectors.
Fig:11-formwork ready with lower reinforcement
Fig:12-placed u-beton over lower reinforcement
 Step-III:-Now complete the upper
reinforcement which above the u-beton.
 Step-IV:-Now pouring of concrete is
being done.
Fig:13- u-beton with upper and lower
reinforcement.
Fig:14- pouring concrete.
 Step-V:-Now concrete is poured and
slab is ready.
Now after setting of the concrete we
We will un-propped the formwork.
 The final slab is looking below as
image given.
concrete
Fig:15-final structure with poured concrete.
Fig:16- U-beton concrete slab.
Applications
 It is used to create large concrete span which having great bearing capacity.
 It’s increases the spacing of columns which gives major benefits.
 It is used in High Rise Building , Commercial building , Hospitals , Parking Lot
etc.
Fig:17- Hospital. Fig:18- Parking Lot. Fig:19- Hotels.
 It can be is also used in raft foundation due
to the following reason,
I. To increase the bearing capacity where
soils having low bearing capacity.
II. Can make heavy construction above this
foundation.
III. Concrete saving as compare to making
general raft foundation.
IV. Provide great bearing capacity with lower
thickness of slab.
In Raft Foundation
Fig:19(a)-Raft foundation using U-Beton
Fig:19(b)-Raft foundation using U-Beton
U-Boot Beton
Advantages
I. Economical Advantage.
 Reduction in cost of slab.
 Reduction of Concrete consumption.
 Reduction of Steel consumption.
II. Technical Advantage.
 Fire resistance.
 Reduces effective mass of slab.
 Reduces no. of column.
 No beams b/w pillers.
 Possibility to remove beams
between columns.
Fig:20-(a) without U-Boot Beton.
Fig:20-(b) with U-Boot Beton.
Fig:20-(a) Fig:20-(b)
 Extreme earthquake resistance.
 Control vibration.
III. Architectural Advantage.
 Provide larger space.
 Freedom of architectural design.
Fig:21-Seismic resistance building.
Fig:22-Fire resistance building.
Conclusion
 By using this technology we can save more concrete and steel by that structure is
more economical for us.
 Less use of iron in the slabs, pillars and foundation up to a total of 15% .
 There are anti-seismic advantages connected to reduced building weight slimmer
pillars and foundations, there are low chance of seismic effect on the buildings.
Implementation in india
 Project : Shaktidham Temple
 Developer : Bharuka Construction
 Area : 6,340 Sq. Ft.
 Location : Aurangabad , Maharashtra.
U boot beton technology

U boot beton technology

  • 1.
    A PRESENTATION ON U-BOOTBETON TECHONOLOGY AMISH RAJ HARI B.TECH 3rd YEAR STUDENT OF CIVIL ENGINEERING DEPARTEMENT Under The Guidance of Mr. Riddha Chaudhari Asst. Professor , Civil Engineering Department CALCUTTA INSTITUTE OF ENGINEERING AND MANAGEMENT
  • 2.
    CONTENT  INTRODUCTION  PARTSOF U-BETON  TYPES OF U-BETON  INSTALLATION PROCESS  APPLICATIONS  ANVANTAGES OF U-BETON  CONCLUSION
  • 3.
    INTRODUCTION  It isthe recycled polypropylene (plastic polymer) formwork technology used for construction purposes.  It creates lighter economical design for structure.  This is used to construct Two way slab, large span slab , mushroom slab and raft foundation in RCC structure.  It is suitable for high rise building, hospitals and parking management residential and industrial building. fig-1.0 fig-1.1
  • 4.
    PARTS OF U-BETON There are main three parts of u-beton, I. Spacer joint.  It is used to fix the position of u-boot during construction.  to maintain the rigid interconnection that ensure perfect geometric compliance with design as well as bearing capacity of formwork. fig:3-spacer joint Fig:4-U-Beton connected by joint.
  • 5.
  • 6.
    Types of u-beton Generally two type of u-boot beton , I. single u-beton:-it have only upper u-beton with foot and spacer. where, H = height of up U-Boot. P = height of foot. S = Spacer height.  Single U-Beton is available of various up beton height and foot height of base dimension (52 cm x 52 cm). S Fig:9-single u-beton
  • 7.
    II. Double u-beton-It’shaving both upper and lower part of u-boot with foot and spacer.  This is also available in various size of up u-boot,down down u-boot and foot height. where, P= foot height. H= Total height of upper u-boot and lower u-boot.  The working dimension of double u-beton is (52cm×52cm). Fig:10-Double u-beton
  • 8.
    Installation Process  Theinstallation process for the u-boot is showing below as step wise,  Step-I:-place lower reinforment above the formwork.  Step-II:-Now place the u-boot above the lower reinforecement at the specified intervals provided by the horizontal link connectors. Fig:11-formwork ready with lower reinforcement Fig:12-placed u-beton over lower reinforcement
  • 9.
     Step-III:-Now completethe upper reinforcement which above the u-beton.  Step-IV:-Now pouring of concrete is being done. Fig:13- u-beton with upper and lower reinforcement. Fig:14- pouring concrete.
  • 10.
     Step-V:-Now concreteis poured and slab is ready. Now after setting of the concrete we We will un-propped the formwork.  The final slab is looking below as image given. concrete Fig:15-final structure with poured concrete. Fig:16- U-beton concrete slab.
  • 11.
    Applications  It isused to create large concrete span which having great bearing capacity.  It’s increases the spacing of columns which gives major benefits.  It is used in High Rise Building , Commercial building , Hospitals , Parking Lot etc. Fig:17- Hospital. Fig:18- Parking Lot. Fig:19- Hotels.
  • 12.
     It canbe is also used in raft foundation due to the following reason, I. To increase the bearing capacity where soils having low bearing capacity. II. Can make heavy construction above this foundation. III. Concrete saving as compare to making general raft foundation. IV. Provide great bearing capacity with lower thickness of slab. In Raft Foundation Fig:19(a)-Raft foundation using U-Beton Fig:19(b)-Raft foundation using U-Beton U-Boot Beton
  • 13.
    Advantages I. Economical Advantage. Reduction in cost of slab.  Reduction of Concrete consumption.  Reduction of Steel consumption. II. Technical Advantage.  Fire resistance.  Reduces effective mass of slab.  Reduces no. of column.  No beams b/w pillers.  Possibility to remove beams between columns. Fig:20-(a) without U-Boot Beton. Fig:20-(b) with U-Boot Beton. Fig:20-(a) Fig:20-(b)
  • 14.
     Extreme earthquakeresistance.  Control vibration. III. Architectural Advantage.  Provide larger space.  Freedom of architectural design. Fig:21-Seismic resistance building. Fig:22-Fire resistance building.
  • 15.
    Conclusion  By usingthis technology we can save more concrete and steel by that structure is more economical for us.  Less use of iron in the slabs, pillars and foundation up to a total of 15% .  There are anti-seismic advantages connected to reduced building weight slimmer pillars and foundations, there are low chance of seismic effect on the buildings. Implementation in india  Project : Shaktidham Temple  Developer : Bharuka Construction  Area : 6,340 Sq. Ft.  Location : Aurangabad , Maharashtra.