1
o INTRODUCTION
o DIMENSION
o APPLICATION
o ACCESSORIES
o INSTALLATIONS
o ADVANTAGES
o SUMMARY
2
o The U-Boot formwork is a modular element made of re-cycled
plastic for use in building lighter structures in reinforced concrete
cast at the work-site The biggest advantage of U-boot is reduce the
concrete quantity.
o U-boot is used to create slabs with large span or that are able to
support large loads without beams.
3
o U boot normally is in size of 52*52 cm2 and 10,13,16,20,24
and 28cm in height
4
o The main disadvantage of concrete constructions, in case of
horizontal slabs, is the high weight which limits the span.
o For this reason, basic research in the field of reinforced
concrete structures have focused on enhancing the span,
either by reducing the weight or overcoming concrete's
natural weakness in tension.
5
o Cement
o Steel
o Fine aggregate
o Course aggregate
o Water
o Recycled plastic mould (u-boot shells)
6
o Used in
Hospitals
o Used in
Parkings
7
o Used in raft
foundations
o Used in two way slabs
8
o Used to create slabs
with large spans or
that are able to
support large loads
without beam
o Permit to built the
specific Mushroom
pillars
9
o CONNETION BRIDGE
Use to connect two u-boot in
same row
o SPACER JOINT
The correct position of the u-
boot beton is guarnteed by
a effective spacer joint
10
o CLOSING PLATE
Used to cover the cap of u-boot beton
11
o BETON SANDWICH
 In this u boot beton is shaped as pyramid drunk.
 It is also known as double u-boot beton
12
o Step 1
The entire surface of the slab to
be cast on site is shuttered with
wood deckings (or similar
systems), then the lower
reinforconcrete bars are
positioned in two mutually
perpendicular directions
according to the design and the
lattice for the upper
reinforconcrete is arranged.
o Step 2
The U-Boot Beton formworks are
positioned using the lateral
spacers joints to place them at the
desired centre distance that will
determine the beam width. Thanks
to the conic elevator foot, theU-
Boot Beton formworks will be lifted
from the surface, making it
possible for the lower slab to be
formed. If double or triple
elements are used, these elements
must first be assembled, which will
be supplied on distinct pallets in
the yard.
13
o Step 3
The positioning of the reinforcemnts
of concretes is completed by
placing above the U-Boot Beton
formwork the upper bars in the
two directions as well as the
reinforcement for shear and
punching where necessary,
according to the design.
o Step 4
The concrete casting must be
performed in two phases to
prevent the floatation of the
formworks: an initial layer will be
cast to fill a thickness equal to the
height of the elevator foot. Casting
will continue for this first portion
of the slab until the concrete starts
to set and become semi fluid.
14
o Step 5
Once suitably set, the casting can be
restarted from the starting point,
completely burying the U-Boot
Beton. The casting is then levelled
and smoothed in a traditional
manner.
o Step 6
Once the structure has hardened, the
formwork can be removed. The
surface is smooth in
correspondence of the soffit.
15
1.INCREASED NUMBER OF FLOORS
Possibility to gain floors at the same
building height (towers) and
building volume.
2.LARGE SPAN AND GREAT
ARCHITECTURAL FREEDOM
Large space
3.REDUCED SLAB THICKNESS
Thinner slabs but with equal loads
and clearances, or bigger
clearances with an equal thickness
16
4. NO BEAMS BETWEEN PILLARS
Flat soffit for greater flexibility when
installing systems.
5. REDUCTION IN THE NUMBER OF
PILLARS – OPTIMISATION OF THE
SECTION OF PILLARS
6. REDUCTION IN THE OVERALL LOAD
OF THE STRUCTURE WEIGHING ON
THE PILLARS AND THE
FOUNDATION.
17
7. REDUCED FOUNDATIONS -LESS DEEP FOUNDATION EXCAVATION Lower costs
for foundation excavations. Less excavation.
8. IMPROVED ACOUSTIC BEHAVIOUR Less acoustic transmittance
18
9.FIRE RESISTANT
10.SOUND INSULATION
19
1. Bergamo ITC – lab and research center
25000m2 In Italy
2. Nass shopping centre 50000m2 in Ireland
3. Scaly nanotechnology research and
development center 22000m2
4. Multi storey cinema in Russia
5. Shaktidham temple 6340 sqft Aurangabad,
Maharashtra
20
1. U boot technology can be used to increase the span by
reducing the concert content.
2. Economic decrease cost around 25%
3. Eco friendly
4. Advantegous
5. Concrete usage is reduced- 1kg of recycled plastic replaces
100kg of concrete. Reducing material consumption made it
possible to make the construction time faster and reduce
overall cost.
6. Beside that it has lead to reduces dead weight upto 50% ,
which allow creating foundation sizes smaller.
21
22
THANK YOU

u-boottechnology_122321.pptx

  • 1.
  • 2.
    o INTRODUCTION o DIMENSION oAPPLICATION o ACCESSORIES o INSTALLATIONS o ADVANTAGES o SUMMARY 2
  • 3.
    o The U-Bootformwork is a modular element made of re-cycled plastic for use in building lighter structures in reinforced concrete cast at the work-site The biggest advantage of U-boot is reduce the concrete quantity. o U-boot is used to create slabs with large span or that are able to support large loads without beams. 3
  • 4.
    o U bootnormally is in size of 52*52 cm2 and 10,13,16,20,24 and 28cm in height 4
  • 5.
    o The maindisadvantage of concrete constructions, in case of horizontal slabs, is the high weight which limits the span. o For this reason, basic research in the field of reinforced concrete structures have focused on enhancing the span, either by reducing the weight or overcoming concrete's natural weakness in tension. 5
  • 6.
    o Cement o Steel oFine aggregate o Course aggregate o Water o Recycled plastic mould (u-boot shells) 6
  • 7.
    o Used in Hospitals oUsed in Parkings 7
  • 8.
    o Used inraft foundations o Used in two way slabs 8
  • 9.
    o Used tocreate slabs with large spans or that are able to support large loads without beam o Permit to built the specific Mushroom pillars 9
  • 10.
    o CONNETION BRIDGE Useto connect two u-boot in same row o SPACER JOINT The correct position of the u- boot beton is guarnteed by a effective spacer joint 10
  • 11.
    o CLOSING PLATE Usedto cover the cap of u-boot beton 11
  • 12.
    o BETON SANDWICH In this u boot beton is shaped as pyramid drunk.  It is also known as double u-boot beton 12
  • 13.
    o Step 1 Theentire surface of the slab to be cast on site is shuttered with wood deckings (or similar systems), then the lower reinforconcrete bars are positioned in two mutually perpendicular directions according to the design and the lattice for the upper reinforconcrete is arranged. o Step 2 The U-Boot Beton formworks are positioned using the lateral spacers joints to place them at the desired centre distance that will determine the beam width. Thanks to the conic elevator foot, theU- Boot Beton formworks will be lifted from the surface, making it possible for the lower slab to be formed. If double or triple elements are used, these elements must first be assembled, which will be supplied on distinct pallets in the yard. 13
  • 14.
    o Step 3 Thepositioning of the reinforcemnts of concretes is completed by placing above the U-Boot Beton formwork the upper bars in the two directions as well as the reinforcement for shear and punching where necessary, according to the design. o Step 4 The concrete casting must be performed in two phases to prevent the floatation of the formworks: an initial layer will be cast to fill a thickness equal to the height of the elevator foot. Casting will continue for this first portion of the slab until the concrete starts to set and become semi fluid. 14
  • 15.
    o Step 5 Oncesuitably set, the casting can be restarted from the starting point, completely burying the U-Boot Beton. The casting is then levelled and smoothed in a traditional manner. o Step 6 Once the structure has hardened, the formwork can be removed. The surface is smooth in correspondence of the soffit. 15
  • 16.
    1.INCREASED NUMBER OFFLOORS Possibility to gain floors at the same building height (towers) and building volume. 2.LARGE SPAN AND GREAT ARCHITECTURAL FREEDOM Large space 3.REDUCED SLAB THICKNESS Thinner slabs but with equal loads and clearances, or bigger clearances with an equal thickness 16
  • 17.
    4. NO BEAMSBETWEEN PILLARS Flat soffit for greater flexibility when installing systems. 5. REDUCTION IN THE NUMBER OF PILLARS – OPTIMISATION OF THE SECTION OF PILLARS 6. REDUCTION IN THE OVERALL LOAD OF THE STRUCTURE WEIGHING ON THE PILLARS AND THE FOUNDATION. 17
  • 18.
    7. REDUCED FOUNDATIONS-LESS DEEP FOUNDATION EXCAVATION Lower costs for foundation excavations. Less excavation. 8. IMPROVED ACOUSTIC BEHAVIOUR Less acoustic transmittance 18
  • 19.
  • 20.
    1. Bergamo ITC– lab and research center 25000m2 In Italy 2. Nass shopping centre 50000m2 in Ireland 3. Scaly nanotechnology research and development center 22000m2 4. Multi storey cinema in Russia 5. Shaktidham temple 6340 sqft Aurangabad, Maharashtra 20
  • 21.
    1. U boottechnology can be used to increase the span by reducing the concert content. 2. Economic decrease cost around 25% 3. Eco friendly 4. Advantegous 5. Concrete usage is reduced- 1kg of recycled plastic replaces 100kg of concrete. Reducing material consumption made it possible to make the construction time faster and reduce overall cost. 6. Beside that it has lead to reduces dead weight upto 50% , which allow creating foundation sizes smaller. 21
  • 22.