Epogroutfl.pdf

Epoxy grout

BASIC USES
Large or wide plates requiring precision
grouting
Machinery, equipment or structural elements
needing maximum bearing support
Rail grouting, keyways and inverted
baseplates
Narrow clearance situations including
anchor bolts
FEATURES & BENEFITS
Fast return to service.
User friendly placing characteristics.
Excellent bond of machinery to foundation.
Maximum possible bearing.
High chemical resistance.
Exceptional strengths including flexural and
tensile.
SPECIFICATIONS & COMPLIANCES
TECHNICAL INFORMATION
Typical Engineering Data
The following results were developed under
laboratory conditions.
Compressive Strength
ASTM C-579 (50 mm cubes)
h
t
g
n
e
r
t
S
e
g
A
24 hours 6,900 psi (48 MPa)
3 days 10,400 psi (72 MPa)
7 days 11,500 psi (79 MPa)
28 days 12,700 psi (88 MPa)
Creep Data, ASTM C-1181
Tested in Accordance with CRD C-621
3days 3.4 x 10 in/in (3.4 x 10 mm/mm)
Linear Shrinkage, ASTM D-531
3 days 0.013%
7 days 0.031%
14 days 0.066%
Coefficient of Thermal Expansion, ASTM C-531
2.70 x 10-5
in./in./°F (4.9 x 10
-5
mm/mm/°C)
Bond to Concrete : Exceeds tensile and shear
strength of concrete
Chemical Resistance
Abrasion Resistance : Greater than concrete.
Flexural Strength, ASTM C 580
1 day 3,300 psi (23 MPa)
3 days 3,600 psi (25 MPa)
7 days 3,800 psi (26 MPa)
28 days 3,900 psi (27 MPa)
Modulus of Elasticity , ASTM C 580
Tested in Accordance with CRD C-621
1 day 0.75 x 106psi (5.2 x 103MPa)
3 days 1.16 x 106psi (8.0 x 103MPa)
7 days 1.21 x 106psi (8.3 x 103MPa)
28 days 1.46 x 106psi (10.1 x 103MPa)
Tensile Strength , ASTM C 307
1 day 1,850 psi (13 MPa)
3 days 2,100 psi (14 MPa)
7 days 2,150 psi (15 MPa)
28 days 2,225 psi (15 MPa)
Gel Time , ASTM D 2471 @ 23°C : 35 minutes
Peak Exotherm, ASTM D 2471 33°C @ 320 minutes
DIRECTIONS FOR USE
Surface Preparation
EPO GROUT FL
HIGH FLOW EPOXY GROUT
Scan Here For Download
Data Sheet
EPO GROUT FL is packed in 27 kg kit
it will yield approx 0.013 m of grout. 27 kg of EPO GROUT FL will grout approx. 1.3 m when
placed at an average depth of 10 mm
PACKAGING
YIELD
COLOR Contact CMCI tech dept
2
3
EPO GROUT FL high flow epoxy grout is the
performance standard for flowable epoxy grouts.
A special resin and hardener formulation plus a
proprietary aggregate filler allow EPO GROUT
FL to travel through a standard grout box in less
than a minute. Designed with excellent engineer-
ing properties, this product provides high bearing
and ease of placeability. EPO GROUT FL was
specially designed for applications involving the
grouting of large base plates and narrow
configurations.
EPO GROUT FL meets the requirements
of ASTM C 307 type I, Grade II, Class A.
EPO GROUT FL meets the thermal compatibility
with concrete requirements of ASTM C 884.
-4 -4
7 days 4.4 x 10 in/in (4.4 x 10 mm/mm)
-4 -4
28 days 5.5 x 10 in/in (5.5 x 10 mm/mm)
-4 -4
ASTM D-543, excellent resistance to most chemicals,
specific recommendations available upon request.
New concrete must be a minimum of 28 days old. The
concrete must be clean and rough. All oil, dirt, debris,
paint and unsound concrete must be removed. The
surface must be prepared mechanically using a scab-
bler, bushhammer, shotblast or scarifier which will give
a surface profile of a minimum 3 mm and expose the
coarse aggregate of the concrete. The final step in
cleaning should be the complete removal of all residue
with a vacuum cleaner or pressure washing. Acid
etching is acceptable only when mechanical prepara-
tion is impractical. It is recommended that only contrac-
tors experienced in the acid etching process use this
means of surface preparation. The salts of the reaction
must be thoroughly pressure washed away. Allow the
concrete to completely dry.
Note
Even with proper procedures, an acid etched surface
may not provide as strong a bond as mechanical
preparation procedures. All concrete must possess
an open surface texture with all curing compounds
and sealers removed.
DESCRIPTION
Form Preparation
Mixing
Placement
Note
CLEAN-UP
Tools and mixer may be cleaned with CEMTEC
SOLVENT, or ketone solvents.
PRECAUTIONS & LIMITATIONS
Wear protective gloves and eye glasses
when handling epoxies.
Do not use over frozen concrete.
Store material at room temperature before
use.
Scan Here For Download
Data Sheet
The Technical Specification infromation and recommendations given are based on the current technical knowledge and the user or his representative is
recommended to check the suitability of the product CMCI reserves the right to amend the technical characteristic of theproduct as part of ongoing research
and development. As the work execution is beyond the direct and continuous control of CMCI no guaranty and or responsibility is assumed on the
performance of work completion executed with use of our products.
CMCI manufactures its products at their manufacturing facility in
Saudi Arabia as per the Quailty Procedures centified to conform
with quality Management System described in ISO 9000 series
CMCI provides a comprehensive technical support system for its full
range of high erformance construction products CMCI also offers
full technical field support to consultants, Architects, contractors,
applicators and End Users.
"High Quality Construction Chemicals"
CONSTRUCTION MATERIAL CHEMICAL INDUSTRIES
P
.O. Box 7137, Dammam 31462, Saudi Arabia,
Tel: 00966-13-8471450; Fax: 00966-13-8471575
Email: tech@cmci-sa.com, Web: www.cmci-sa.com
Forms must be liquid tight to prevent leakage,
and they should be strong and well braced. To
facilitate stripping, the forms should be coated
with two applications of paste wax or each piece
wrapped with polyethylene.
Form Preparation
Holes and blockouts should be cleaned of all
dust, dirt and debris and allowed to dry. If the
sides are smooth, roughen the hole with a stiff
bristle wire brush or with a rotary brush hammer
if access permits.
mix parts A & B (resin & hardener) for 2 minutes
using a drill and mixing prop. For ease of mixing
add the Part B to the Part A (not the reverse). The
epoxy must be well mixed to ensure proper chemical
reaction. After the epoxy has been mixed, add the
Part C (aggregate) and mix for a further 2-3 minutes
until the aggregate is completely wetted out.
For large jobs, use a mortar mixer for mixing.
Place immediately.
Pour into anchor bolt holes and blockouts through
a funnel or directly if space permits. When grouting
plates, pour grout into the headbox and allow to
flow under the plate. Straps pre-placed under the
plate will aid in working the grout across. Grout
should be placed at a minimum of 25 mm thick
and a maximum 150 mm per lift when placed in a
large mass.
Higher temperatures will increase initial flow
but cut down on working time.
Curing
EPO GROUT FL requires no special curing procedures.
Finish
If a smooth finish is desired, the surface of the grout
may be brushed and troweled with a light application of
CEMTEC SOLVENT.
Solvents used for clean-up are flammable,
keep away from heat, sparks, open flame, or
lit cigarettes. Use explosion-proof
application equipments.
Quality Statement

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Epogroutfl.pdf

  • 1. BASIC USES Large or wide plates requiring precision grouting Machinery, equipment or structural elements needing maximum bearing support Rail grouting, keyways and inverted baseplates Narrow clearance situations including anchor bolts FEATURES & BENEFITS Fast return to service. User friendly placing characteristics. Excellent bond of machinery to foundation. Maximum possible bearing. High chemical resistance. Exceptional strengths including flexural and tensile. SPECIFICATIONS & COMPLIANCES TECHNICAL INFORMATION Typical Engineering Data The following results were developed under laboratory conditions. Compressive Strength ASTM C-579 (50 mm cubes) h t g n e r t S e g A 24 hours 6,900 psi (48 MPa) 3 days 10,400 psi (72 MPa) 7 days 11,500 psi (79 MPa) 28 days 12,700 psi (88 MPa) Creep Data, ASTM C-1181 Tested in Accordance with CRD C-621 3days 3.4 x 10 in/in (3.4 x 10 mm/mm) Linear Shrinkage, ASTM D-531 3 days 0.013% 7 days 0.031% 14 days 0.066% Coefficient of Thermal Expansion, ASTM C-531 2.70 x 10-5 in./in./°F (4.9 x 10 -5 mm/mm/°C) Bond to Concrete : Exceeds tensile and shear strength of concrete Chemical Resistance Abrasion Resistance : Greater than concrete. Flexural Strength, ASTM C 580 1 day 3,300 psi (23 MPa) 3 days 3,600 psi (25 MPa) 7 days 3,800 psi (26 MPa) 28 days 3,900 psi (27 MPa) Modulus of Elasticity , ASTM C 580 Tested in Accordance with CRD C-621 1 day 0.75 x 106psi (5.2 x 103MPa) 3 days 1.16 x 106psi (8.0 x 103MPa) 7 days 1.21 x 106psi (8.3 x 103MPa) 28 days 1.46 x 106psi (10.1 x 103MPa) Tensile Strength , ASTM C 307 1 day 1,850 psi (13 MPa) 3 days 2,100 psi (14 MPa) 7 days 2,150 psi (15 MPa) 28 days 2,225 psi (15 MPa) Gel Time , ASTM D 2471 @ 23°C : 35 minutes Peak Exotherm, ASTM D 2471 33°C @ 320 minutes DIRECTIONS FOR USE Surface Preparation EPO GROUT FL HIGH FLOW EPOXY GROUT Scan Here For Download Data Sheet EPO GROUT FL is packed in 27 kg kit it will yield approx 0.013 m of grout. 27 kg of EPO GROUT FL will grout approx. 1.3 m when placed at an average depth of 10 mm PACKAGING YIELD COLOR Contact CMCI tech dept 2 3 EPO GROUT FL high flow epoxy grout is the performance standard for flowable epoxy grouts. A special resin and hardener formulation plus a proprietary aggregate filler allow EPO GROUT FL to travel through a standard grout box in less than a minute. Designed with excellent engineer- ing properties, this product provides high bearing and ease of placeability. EPO GROUT FL was specially designed for applications involving the grouting of large base plates and narrow configurations. EPO GROUT FL meets the requirements of ASTM C 307 type I, Grade II, Class A. EPO GROUT FL meets the thermal compatibility with concrete requirements of ASTM C 884. -4 -4 7 days 4.4 x 10 in/in (4.4 x 10 mm/mm) -4 -4 28 days 5.5 x 10 in/in (5.5 x 10 mm/mm) -4 -4 ASTM D-543, excellent resistance to most chemicals, specific recommendations available upon request. New concrete must be a minimum of 28 days old. The concrete must be clean and rough. All oil, dirt, debris, paint and unsound concrete must be removed. The surface must be prepared mechanically using a scab- bler, bushhammer, shotblast or scarifier which will give a surface profile of a minimum 3 mm and expose the coarse aggregate of the concrete. The final step in cleaning should be the complete removal of all residue with a vacuum cleaner or pressure washing. Acid etching is acceptable only when mechanical prepara- tion is impractical. It is recommended that only contrac- tors experienced in the acid etching process use this means of surface preparation. The salts of the reaction must be thoroughly pressure washed away. Allow the concrete to completely dry. Note Even with proper procedures, an acid etched surface may not provide as strong a bond as mechanical preparation procedures. All concrete must possess an open surface texture with all curing compounds and sealers removed. DESCRIPTION
  • 2. Form Preparation Mixing Placement Note CLEAN-UP Tools and mixer may be cleaned with CEMTEC SOLVENT, or ketone solvents. PRECAUTIONS & LIMITATIONS Wear protective gloves and eye glasses when handling epoxies. Do not use over frozen concrete. Store material at room temperature before use. Scan Here For Download Data Sheet The Technical Specification infromation and recommendations given are based on the current technical knowledge and the user or his representative is recommended to check the suitability of the product CMCI reserves the right to amend the technical characteristic of theproduct as part of ongoing research and development. As the work execution is beyond the direct and continuous control of CMCI no guaranty and or responsibility is assumed on the performance of work completion executed with use of our products. CMCI manufactures its products at their manufacturing facility in Saudi Arabia as per the Quailty Procedures centified to conform with quality Management System described in ISO 9000 series CMCI provides a comprehensive technical support system for its full range of high erformance construction products CMCI also offers full technical field support to consultants, Architects, contractors, applicators and End Users. "High Quality Construction Chemicals" CONSTRUCTION MATERIAL CHEMICAL INDUSTRIES P .O. Box 7137, Dammam 31462, Saudi Arabia, Tel: 00966-13-8471450; Fax: 00966-13-8471575 Email: tech@cmci-sa.com, Web: www.cmci-sa.com Forms must be liquid tight to prevent leakage, and they should be strong and well braced. To facilitate stripping, the forms should be coated with two applications of paste wax or each piece wrapped with polyethylene. Form Preparation Holes and blockouts should be cleaned of all dust, dirt and debris and allowed to dry. If the sides are smooth, roughen the hole with a stiff bristle wire brush or with a rotary brush hammer if access permits. mix parts A & B (resin & hardener) for 2 minutes using a drill and mixing prop. For ease of mixing add the Part B to the Part A (not the reverse). The epoxy must be well mixed to ensure proper chemical reaction. After the epoxy has been mixed, add the Part C (aggregate) and mix for a further 2-3 minutes until the aggregate is completely wetted out. For large jobs, use a mortar mixer for mixing. Place immediately. Pour into anchor bolt holes and blockouts through a funnel or directly if space permits. When grouting plates, pour grout into the headbox and allow to flow under the plate. Straps pre-placed under the plate will aid in working the grout across. Grout should be placed at a minimum of 25 mm thick and a maximum 150 mm per lift when placed in a large mass. Higher temperatures will increase initial flow but cut down on working time. Curing EPO GROUT FL requires no special curing procedures. Finish If a smooth finish is desired, the surface of the grout may be brushed and troweled with a light application of CEMTEC SOLVENT. Solvents used for clean-up are flammable, keep away from heat, sparks, open flame, or lit cigarettes. Use explosion-proof application equipments. Quality Statement