High-strength Non-shrinkage Grouting Material
|
General characteristics
Polar
Bear Non-Shrink grouting material is blended through a special procedure by
specially selected cementitious material, carefully selected fine aggregate and
admixture. It owns the characteristics of high flow, non-shrinkage, early
strength and high strength. Functionally they are divided into two categories
include four products: High strength -I,-II; Extra early strength-I,II.
Properties
1.
Double expansion in plastic and hardened state, compensate the dry shrinkage,
ensure the fixed combination between steel-back plane and concrete base,
efficiently transmit the load carrying into the base.
2.
High early strength: this material is obtained by special cement as its basic
material, it is suitable for urgent repair and accelerators construction under
negative temperature environment.
3.
High fluidity.
4.
Easily used, only mixed with water on site, easily pumped.
5.Durability:
High final strength, excellent impermeability and corrosion resistance, ensure
accuracy of equipment setting.
6.Working
environment: this material can be operated in a negative temperature
environment with a rapidly increased strength.
Data
Name
|
HS-I
|
HS-II
|
HS-III
|
EES-I
|
EES-II
|
EES-III
|
|
Grain size
|
4.75mm, %
|
≤
2.0
|
|||||
Setting
time (min)
|
Initial
|
≥ 120
|
≥ 45
|
≥30
|
|||
Bleeding
capacity, %
|
≤
1.0
|
||||||
Fluidity
/mm
|
Initial
|
≥
270
|
≥320
|
||||
20 min
|
-
|
-
|
-
|
-
|
-
|
≥230
|
|
30 min
|
≥230
|
-
|
|||||
Compressive
Strength
(Mpa),≥
|
2 hours
|
-
|
-
|
-
|
-
|
-
|
≥20
|
4 hours
|
-
|
-
|
-
|
≥30
|
≥20
|
-
|
|
1 day
|
≥22.0
|
≥20.0
|
≥50.0
|
≥40.0
|
≥55.0
|
||
3 days
|
≥55.0
|
≥40.0
|
≥40.0
|
≥55.0
|
≥50.0
|
≥60.0
|
|
28 days
|
≥80.0
|
≥70.0
|
≥60.0
|
≥70.0
|
≥70.0
|
≥70.0
|
|
Height
change
|
1 day
|
≥
0.020
|
|||||
Bond
strength (Mpa)
|
28 days
|
≥
4.0
|
|||||
Steel
corrosion
|
No steel
corrosion
|
||||||
W/C
|
0.14
|
0.15
|
0.14
|
0.14
|
0.15
|
0.14
|
|
Operating
temperature
|
Above 5℃
|
Above -15℃
|
Above -10℃
|
Above -5℃
|
Application area
1. Heavy equipment, High
precision grinder.
2. Erection Engineering of
Structural steel.
3. Grouting to column
foundation, pile foundation and Rock foundation to fixation.
4. Anchoring of frame
structure joint.
5. Repair to the honey-comb
and holes of reinforced concrete structure.
6. Repair &
Reinforcement to concrete structure.
Application method
Foundation treatment:
1.
Scaling and cleaning will be applied to the concrete base
2.
Solvent should be adopted to clear up the rust and oil on the bottom (the
surface that will contact grout) of equipment
3.
Molding board joint should be treated well to ensure grouting material won’t
leak.
4.
Before grouting ,keep the concrete bed wet without water.
Mixing:
1.
Pour required amount water into the barrel first, then add a bag of material
stir for about 5 minutes.
2.
When stirring, the stir vane should move up and down, left and right along the
barrel side in order to make the materials adhered to the bottom and side
involved in mixing operation. The stir vane is not allowed to be above the
mixture to avoid the invasion of air.
3.
If grout thickness more than 100mm, 5-10mm clean crushed stone should be added.
4.
Ensure enough mixing ability for continuous operating.
Grouting:
1.
Mixed grouting material should be used out before lost its fluidity.
2.
Grouting should begin from one side intend to avoid release entrapped air.
3.
Coordinating mixing ability with grouting speed well for continuous operating.
4.
Grouting surface should be a little higher than designed peak. In case of not
need this part, it can remove before hardening.
Curing:
Ahead
of hardening, all the uncovered parts should be cured well according to the
concrete curing demand.
Shelf life:
6
months for High strength and 3months for Extra early strength
Package
Grouting
material 25kg/bag
Consumption
Mixed
paste bulk 12.5L/bag, Weight per cubic meter 2200kg
Note: Edit by Jack Young, 2013-11-02,as references
only. For more informations, please contact: cell phone no.: +0086 158 1032
6158 or mail box: csacement@gmail.com
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