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.

7. Non-chloride: no harm for equipment or armature reinforcement.

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 ≥35.0 ≥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

High-strength Non-shrinkage Grouting Material 

Steel corrosion No steel corrosion

W/C 0.14 0.15 0.14 0.14 0.15 0.14

Operating temperature Above 0℃ 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, 2014-05-12,as references only. For more informations, please

contact: cell phone no.: +0086 158 1032 6158 or mail box: csacement@gmail.com

online: yangjian1886@hotmail.com (MSN) yangjian1886 (Skype)