What is UGGBS
Pyramid Buildfine performs in superior manner when used in concrete. Due to its inbuilt low Ca0 – Si02 content it has two way reactions during hydration: Primary reaction of cement hydration and pozzolanic reaction in which it consumes by product of calcium hydroxide from hydration of cement to form calcium silicate hydrate (CSH) gel similar to pozzolanas.
C3S +H2O =C-S-H +CaOH2
siO2 +CaOH2 = C-S-H
Pyramid Buildfine is a low calcium silicate mineral based admixture which is controlled for its narrow range particles size distribution to achieve the high levels of reactivity. Fineness and high reactivity of Pyramid Pyramidattributes to enhance hydration process. Addition of Pyramid Pyramidimproves the particles packing of paste a component which ultimately leads to concrete with higher strength and improved durability. Pyramid Buildfine durability parameters and strength of M100and above is possible to achieve.
How Pyramid Buildfine Work
Pyramid Buildfine work in three ways
- Primary hydration reaction attributed to inbuilt CoO
- Secondly, pozzlolanic reaction that converts un-reacted calciumhydroxide into C-S-H crystal structure.
- With average practical size less than6 micron and uniform distribution of particles ensures a densely packed matrix.
Advantages of UGGBS
Technical Benefits
Use of Pyramid Buildfine will directly lead of following technical advantages.
- Better Workability
- Avoids segregation/Bleeding
- Retention of Longer workability
- Enhance flowability/Pumpability
- Improvise Cohesiveness and Rheology
- Diminish hydration resulting in low heat generation
Increased Durability
Pyramid Buildfine Increases the Durability of Concrete Structures By-
- Augment durability
- Imparts bright color
- Reduces permeability
- Rapid Strength Gain
- Improves Compressive strength at all ages
- High resistivity again chemical (sulphate & chloride) attack/Corrosion
Applications of Buildfine
Residential & Commercials Buildings
- High rise structure where pumping is a challenge
- Medium to high-performance concrete
- Raft & Footing foundation where high flow & selfcompacting is must
- Ultra-High rise Structure where early strength is mandatory
Ready to use products
- Ready to Use Grout Materials, Mortar, Plaster, Repair Mortars
Precast Units
- High & Ultrahigh grade precast elements (beams, girders, sidewall and tunnel segments)
- Hume pipes & Drains
- High strength paver block
- RCC residential, commercial structures
- High rise structures with challenging situations to pump the concrete with ease
- Temperature controlled mass concrete for raft and pile foundations
- Aluminium / tunnel form work with high flow or self-compacting concrete
- High performance concrete with extremely low water to binder ratio
- Shotcrete with improved cohesion and faster initial strength gain
- Post tension / pre stressed concrete slab
- Construction grouts, plasters, repair mortars
- LEED / GREEN compliant structures
- Precast concrete elements for tunnels, bridge, segmental construction, blocks, hollow core slabs, commercial precast units
Properties of UGGBS
Table presenting core properties complying with respective IS code
Chemical Analysis
Sr.No. | Test | Result | Requirements as per IS 16715-2018 |
---|---|---|---|
1 | Manganese Oxide (MnO), % By mass | 0.93 | 5.5 Max |
2 | Magnesium Oxide (MgO), % By mass | 6.70 | 17.0 Max |
3 | Sulphide Sulpher (S), % By mass | 0.80 | 2.0 Max |
4 | Sulphate (SO3), % By mass | 0.13 | 3.0 Max |
5 | Insoluble Residue, % By mass | 0.91 | 3.0 Max |
6 | Chloride Content, % By mass | 0.02 | 0.1 Max |
7 | Loss on Ignition, % By mass | 0.11 | 3.0 Max |
8 |
CaO + MgO + 1/3Al2O3
SiO22/3Al2O3
, % By mass
|
1.14 | 1.0 Min |
9 |
CaO + MgO + Al2O3
SiO2
, % By mass
|
1.60 | 1.0 Min |
Physical Analysis
Sr.No. | Test | Result | Requirements as per IS 16715-2018 |
---|---|---|---|
1 | Fineness, (BET Method) m2/kg | 2850 | 1500 Min |
2 | Particle Size, µm | ||
D50, µm | 4.1 | 5 Max | |
D95, µm | 10.8 | 15 Max | |
3 | Slag Activity Index, % | ||
7 Days | 101% | 85% Min | |
28 Days | 109% | 100% Min |