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AEROCON BRICKS
PRESENTED BY
AGLAIA
Introduction
• AAC was invented in mid-1923 in Sweden. It is also known
as Autoclaved Cellular Concrete (ACC) or Autoclaved
Lightweight Concrete (ALC).
• Production process of AAC is fairly simple.
• It is made with made with a mixture of fly ash, lime, cement,
gypsum, an aeration agent and water.
• Aeration process, imparts it a cellular light-weight structure.
AAC products are precast in various sizes and provide
structure, insulation, and fire and mold resistance.
• Use of Autoclaved Aerated Concrete (AAC) blocks in
construction industry in India offers interesting proposition for
various segments in the society
Types of Aerocon bricks
• Aerocon bricks are currently available in three sizes: Infill,
Jumbo, and Thermal blocks Infill blocks
• Infill Blocks
• The size of the Infill Aerocon brick is 600X600 mm and the
thickness varies in the ranges of 75,100,125,150,200 mm. The
main advantage of Infill blocks is that they can easily replace
60% of the concrete in roof slabs and thus help in saving
significant amounts of concrete, steel, labor, water, plaster etc.
These blocks are especially suitable for building roofs in large
column-free constructions.
Jumbo blocks
• Jumbo blocks are typically in the size of 600X300 mm, and
thickness ranges from 75,100,125,150, to 200 mm.
• The unique large size of Jumbo Aerocon bricks results in the
usage of much fewer bricks and hence less mortar is required.
• These bricks are more suitable for non-load bearing walls,
multi-storeid buildings etc.
Thermal blocks
• These blocks are also called as Aerocool thermal blocks whose
size and thickness is 300X200 mm and 50 mm respectively.
• These blocks are ideal for roofing since they delay the
transmission of heat flow and also help interiors remain warm
during winters and cool during summers.
advantages of Aerocon bricks
• They are an innovative product in the green building revolution.
• They are the new blocks in walling materials, substituting conventional
and environmentally unsustainable materials like clay bricks, concrete
and hollow blocks.
• The raw materials used in the manufacture of these blocks are
environmentally friendly and are certified green products.
• They can be plastered, painted, and dry lined or tiled.
• It is extremely light, just one-third the weight of clay bricks or one-
fourth the density of R.C.C. They are much easier to handle on the
site.
• They are easy to install and can complete the construction procedure
in a shorter span in case of scarcity of labour and in the usage of
mortars.
• The required time to complete a building with aerocon blocks is 1/3
lesser than that of the conventional building materials.
DESIGN CONSIDERATIONS
General considerations
AAC masonry components(block units) can be used to build load
bearing or non load bearing walls.
• O-block units used to build pilasters.
• U-block units used to build bond beams and lintels.
• Control joints on AAC reinforced walls must be placed at
maximum 16 ft. o.c.
Installation Guide
• Check foundation.
• Receiving and distribution of AAC wall units.
Installation requirements
• Tools
• Equipment
• Other materials
• Installing O-block for pilasters in first course
• Laying the first course (levelling course)
• Lay the first course over a semi-dry cement mortar levelling bed- ½” to
2” thick.
• Corner blocks are laid first and the first course should be completed
before second course installation.
• Once corner blocks are placed apply thin bed mortar, to the vertical
joints for other blocks.
• Thin bed mortar 1/16” inch to 1/8”
• Cutting blocks (adjustments and chases)
• A hand saw or band saw to cut the blocks to specific lengths.
• Placing control joints in first course
• These are vertical joints taken through the full wall thickness, and from
bottom to top.
• 3/8” to ½” thick.
• Maximum spacing between control joints should be 15 ft.
• Laying the subsequent courses
• For subsequent courses use only thin bed mortaring on all joints
between AAC blocks.
• Minimum overlapping of vertical joints between layers should be 4”.
• Metal strip ties should be placed every two courses at – 1) connection
of secondary walls to main walls – 2) connection of walls to concrete
columns.
• Control joints in subsequent layers
• V-shaped metal strips should be set at every two courses unless there
are two pilasters on both sides of control joints and less than 2” from
the joint.
• Once the wall is built fill the gap using backer rod and seal with
caulking.
• Fill up pilasters by pouring concrete.
• Building on site lintels using U-blocks
• Install temporary supports before putting U-blocks in place apply thin
bed mortar to the vertical joints.
• Once U-block are set, place rebars according to construction drawings
and with concrete.
• Installing U-blocks to build bond beams
• Lay U-block course applying thin bed mortar on all joints.
• At each pilaster location, drill a hole in the bottom side so the vertical
bars can be attached in the bond beam.
• Before pouring concrete place rebar and anchor bolts according to
construction drawings.
• Utilities installation after the walls are built
• For electrical conduits and piping installation, a chase is cut using an
electrical router or a chasing tool.
• When required depth of chase is bigger than maximum depth
recommended, additional O-blocks are used to lodge the pipes or
interrupt wall continuity.
• After installation, the chase are filled with repair mortar or cement sand
mortar.
• Renders
• Surface patching: Rasp block joints and other areas where
AAC surface is out of plane.
• Surface must be cleaned using a scrub brush and any
loose or damaged material be removed.
• A rubber float is commonly used to smooth the wall
surface.
• Fiber glass mesh: This should be installed directly over one
layer of render in all control joints, around windows, doors
and utility locations.
• Finishes
• AAC masonry walls can be finished with stucco , acrylic
texture coats, or a combination of both, also laminated
stones, ceramic or clay tiles, concrete pieces and
ornamental products.
Raw Material Preparation and Storage
• The first step of AAC production is grinding of silica rich material
(sand, fly ash, etc) in ball mills.
• There are two methods for mixed milling.
• One is dry mixing to produce binding material, and the other
method is wet mixing.
• Since most quicklime is agglomerate, it should be crushed and
then grinded. Gypsum is normally not ball milled separately.
• It is grinded with fly ash or with quicklime, or it could be grinded
with the same miller for quicklime in turn.
• Other supplementary and chemicals are also have to be
prepared. Raw material storage assures the continuous
production and material stability.
•The continuous production guarantees the non-stop & on-time
supply, and the material stability guarantees the quality of
products, since the raw material might come from different
sources, with different qualities.
•Raw material preparation & storage is the pre-step for
proportioning batching. This pre-step guarantees the raw
material meet the standard for AAC production, and it is also
finishes the storage, homogenization and aging process.
•It is the basic process that assures the smooth production and
production quality.
Dosing and mixing
• Maintaining ratio of all ingredients as per the selected recipe is critical
to ensure consistent quality of production.
• This is accomplished by using various control systems to measure and
release the required quantity of various raw materials
• A dosing and mixing unit is used to form the correct mix to produce
Autoclaved Aerated Concrete (AAC) blocks.
• Fly ash/sand slurry is pumped into a separate container.
• Once the desired weight is poured in, pumping is stopped.
• Similarly lime powder, cement and gypsum are poured into individual
containers using screw conveyers.
• Once required amount of each ingredient is filled into their individual
containers control system releases all ingredients into mixing drum.
• Mixing drum is like a giant bowl with a stirrer rotating inside to ensure
proper mixing of ingredients.
• Steam might also be fed to the unit to maintain temperature in range of
40-42o C.
• A smaller bowl type structure used for feeding Aluminium powder is
also attached as a part of mixing unit.
• Once the mixture has been churned for set time, it is ready to be
poured into molds using dosing unit.
• Dosing unit releases this mixture as per set quantities into molds for
foaming.
• Dosing and mixing process is carried out continuously because if there
is a long gap between charging and discharging of ingredients,
residual mixture might start hardening and choke up the entire unit.
• In modern plants, entire dosing and mixing operation is completely
automated and requires minimum human intervention.
This entire operation is monitored using control systems integrated
with computer and CCTV cameras.
• As with any industrial operation, there is provision for human
intervention and emergency actions integrated inside the control
system.
CONCLUSION
• As a construction system, AAC provide significant
environment and other benefits for the building owner.
• The short and long term effect of using AAC compared to
many other materials results in lower energy consumption,
reduced operating costs, greater safety and comfort, and a
healthier and more trouble – free building.
• These features provide a better investment for building
owner and for environment.
REFERNCES
• “Advances in Cement Technology” Edited by S.N.Ghosh
• “Excellence in Concrete Construction through Innovation”
Edited by Mukesh C Limbachiya, Hsein Y. Kew
• “CSR Hebel Autoclaved Aerated Concrete Block Wall
Systems” Edited by B. L. Schafer, Australian Building
Systems Appraisal Council
For more…. Mail to
aglaiaconnect2018@gmail.com

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Aerocon bricks

  • 2. Introduction • AAC was invented in mid-1923 in Sweden. It is also known as Autoclaved Cellular Concrete (ACC) or Autoclaved Lightweight Concrete (ALC). • Production process of AAC is fairly simple. • It is made with made with a mixture of fly ash, lime, cement, gypsum, an aeration agent and water. • Aeration process, imparts it a cellular light-weight structure. AAC products are precast in various sizes and provide structure, insulation, and fire and mold resistance. • Use of Autoclaved Aerated Concrete (AAC) blocks in construction industry in India offers interesting proposition for various segments in the society
  • 3.
  • 4. Types of Aerocon bricks • Aerocon bricks are currently available in three sizes: Infill, Jumbo, and Thermal blocks Infill blocks • Infill Blocks • The size of the Infill Aerocon brick is 600X600 mm and the thickness varies in the ranges of 75,100,125,150,200 mm. The main advantage of Infill blocks is that they can easily replace 60% of the concrete in roof slabs and thus help in saving significant amounts of concrete, steel, labor, water, plaster etc. These blocks are especially suitable for building roofs in large column-free constructions.
  • 5. Jumbo blocks • Jumbo blocks are typically in the size of 600X300 mm, and thickness ranges from 75,100,125,150, to 200 mm. • The unique large size of Jumbo Aerocon bricks results in the usage of much fewer bricks and hence less mortar is required. • These bricks are more suitable for non-load bearing walls, multi-storeid buildings etc. Thermal blocks • These blocks are also called as Aerocool thermal blocks whose size and thickness is 300X200 mm and 50 mm respectively. • These blocks are ideal for roofing since they delay the transmission of heat flow and also help interiors remain warm during winters and cool during summers.
  • 6.
  • 7. advantages of Aerocon bricks • They are an innovative product in the green building revolution. • They are the new blocks in walling materials, substituting conventional and environmentally unsustainable materials like clay bricks, concrete and hollow blocks. • The raw materials used in the manufacture of these blocks are environmentally friendly and are certified green products. • They can be plastered, painted, and dry lined or tiled. • It is extremely light, just one-third the weight of clay bricks or one- fourth the density of R.C.C. They are much easier to handle on the site. • They are easy to install and can complete the construction procedure in a shorter span in case of scarcity of labour and in the usage of mortars. • The required time to complete a building with aerocon blocks is 1/3 lesser than that of the conventional building materials.
  • 8. DESIGN CONSIDERATIONS General considerations AAC masonry components(block units) can be used to build load bearing or non load bearing walls. • O-block units used to build pilasters. • U-block units used to build bond beams and lintels. • Control joints on AAC reinforced walls must be placed at maximum 16 ft. o.c. Installation Guide • Check foundation. • Receiving and distribution of AAC wall units. Installation requirements • Tools • Equipment
  • 9. • Other materials • Installing O-block for pilasters in first course • Laying the first course (levelling course) • Lay the first course over a semi-dry cement mortar levelling bed- ½” to 2” thick. • Corner blocks are laid first and the first course should be completed before second course installation. • Once corner blocks are placed apply thin bed mortar, to the vertical joints for other blocks. • Thin bed mortar 1/16” inch to 1/8” • Cutting blocks (adjustments and chases) • A hand saw or band saw to cut the blocks to specific lengths. • Placing control joints in first course • These are vertical joints taken through the full wall thickness, and from bottom to top. • 3/8” to ½” thick.
  • 10. • Maximum spacing between control joints should be 15 ft. • Laying the subsequent courses • For subsequent courses use only thin bed mortaring on all joints between AAC blocks. • Minimum overlapping of vertical joints between layers should be 4”. • Metal strip ties should be placed every two courses at – 1) connection of secondary walls to main walls – 2) connection of walls to concrete columns. • Control joints in subsequent layers • V-shaped metal strips should be set at every two courses unless there are two pilasters on both sides of control joints and less than 2” from the joint. • Once the wall is built fill the gap using backer rod and seal with caulking. • Fill up pilasters by pouring concrete. • Building on site lintels using U-blocks • Install temporary supports before putting U-blocks in place apply thin bed mortar to the vertical joints.
  • 11. • Once U-block are set, place rebars according to construction drawings and with concrete. • Installing U-blocks to build bond beams • Lay U-block course applying thin bed mortar on all joints. • At each pilaster location, drill a hole in the bottom side so the vertical bars can be attached in the bond beam. • Before pouring concrete place rebar and anchor bolts according to construction drawings. • Utilities installation after the walls are built • For electrical conduits and piping installation, a chase is cut using an electrical router or a chasing tool. • When required depth of chase is bigger than maximum depth recommended, additional O-blocks are used to lodge the pipes or interrupt wall continuity. • After installation, the chase are filled with repair mortar or cement sand mortar.
  • 12. • Renders • Surface patching: Rasp block joints and other areas where AAC surface is out of plane. • Surface must be cleaned using a scrub brush and any loose or damaged material be removed. • A rubber float is commonly used to smooth the wall surface. • Fiber glass mesh: This should be installed directly over one layer of render in all control joints, around windows, doors and utility locations. • Finishes • AAC masonry walls can be finished with stucco , acrylic texture coats, or a combination of both, also laminated stones, ceramic or clay tiles, concrete pieces and ornamental products.
  • 13. Raw Material Preparation and Storage • The first step of AAC production is grinding of silica rich material (sand, fly ash, etc) in ball mills. • There are two methods for mixed milling. • One is dry mixing to produce binding material, and the other method is wet mixing. • Since most quicklime is agglomerate, it should be crushed and then grinded. Gypsum is normally not ball milled separately. • It is grinded with fly ash or with quicklime, or it could be grinded with the same miller for quicklime in turn. • Other supplementary and chemicals are also have to be prepared. Raw material storage assures the continuous production and material stability.
  • 14. •The continuous production guarantees the non-stop & on-time supply, and the material stability guarantees the quality of products, since the raw material might come from different sources, with different qualities. •Raw material preparation & storage is the pre-step for proportioning batching. This pre-step guarantees the raw material meet the standard for AAC production, and it is also finishes the storage, homogenization and aging process. •It is the basic process that assures the smooth production and production quality.
  • 15. Dosing and mixing • Maintaining ratio of all ingredients as per the selected recipe is critical to ensure consistent quality of production. • This is accomplished by using various control systems to measure and release the required quantity of various raw materials • A dosing and mixing unit is used to form the correct mix to produce Autoclaved Aerated Concrete (AAC) blocks. • Fly ash/sand slurry is pumped into a separate container. • Once the desired weight is poured in, pumping is stopped. • Similarly lime powder, cement and gypsum are poured into individual containers using screw conveyers. • Once required amount of each ingredient is filled into their individual containers control system releases all ingredients into mixing drum. • Mixing drum is like a giant bowl with a stirrer rotating inside to ensure proper mixing of ingredients.
  • 16. • Steam might also be fed to the unit to maintain temperature in range of 40-42o C. • A smaller bowl type structure used for feeding Aluminium powder is also attached as a part of mixing unit. • Once the mixture has been churned for set time, it is ready to be poured into molds using dosing unit. • Dosing unit releases this mixture as per set quantities into molds for foaming. • Dosing and mixing process is carried out continuously because if there is a long gap between charging and discharging of ingredients, residual mixture might start hardening and choke up the entire unit. • In modern plants, entire dosing and mixing operation is completely automated and requires minimum human intervention. This entire operation is monitored using control systems integrated with computer and CCTV cameras. • As with any industrial operation, there is provision for human intervention and emergency actions integrated inside the control system.
  • 17. CONCLUSION • As a construction system, AAC provide significant environment and other benefits for the building owner. • The short and long term effect of using AAC compared to many other materials results in lower energy consumption, reduced operating costs, greater safety and comfort, and a healthier and more trouble – free building. • These features provide a better investment for building owner and for environment.
  • 18. REFERNCES • “Advances in Cement Technology” Edited by S.N.Ghosh • “Excellence in Concrete Construction through Innovation” Edited by Mukesh C Limbachiya, Hsein Y. Kew • “CSR Hebel Autoclaved Aerated Concrete Block Wall Systems” Edited by B. L. Schafer, Australian Building Systems Appraisal Council
  • 19. For more…. Mail to aglaiaconnect2018@gmail.com