DMX/DMXD/DMXH/DMXD
DMX/DMXD/DMXH/DMXDH
H USER
USER INSTRUCTIONS
INSTRUCTIONS ENGLISH
ENGLISH 71569282
71569282 -
- 10/09
10/09
Page 18 of 60
Page 18 of 60
this may result in permanent deformation of
this may result in permanent deformation of
baseplate.
baseplate.
Pump, driver auxiliary equipment and
Pump, driver auxiliary equipment and
piping shall be removed from the baseplate before
piping shall be removed from the baseplate before
leveling the baseplate.
leveling the baseplate.
Locate the baseplate in its proper position on the
Locate the baseplate in its proper position on the
concrete block together with the leveling screws as
concrete block together with the leveling screws as
shown in the General Arrangement Drawing.
shown in the General Arrangement Drawing.
Using a precision level across the machined surfaces
Using a precision level across the machined surfaces
of the pump and driver mounting pads, adjust leveling
of the pump and driver mounting pads, adjust leveling
screws as necessary to ensure that baseplate is
screws as necessary to ensure that baseplate is
leveled in all directions.
leveled in all directions.
When the baseplate is leveled, snug the foundation
When the baseplate is leveled, snug the foundation
bolts, but do not completely tighten.
bolts, but do not completely tighten.
4.2.3
4.2.3
Preliminary
Preliminary alignment
alignment
Using the previous procedure, adjust baseplate until
Using the previous procedure, adjust baseplate until
pump and driver are within 0.076 mm (0.003 in.).
pump and driver are within 0.076 mm (0.003 in.).
4.3 Grouting
4.3 Grouting
The following information regarding
The following information regarding
grouting is only offered as a general guideline.
grouting is only offered as a general guideline.
Flowserve requires that all grouting be installed in
Flowserve requires that all grouting be installed in
accordance with specifications set forth in Chapter 5,
accordance with specifications set forth in Chapter 5,
Mounting Plate Grouting
Mounting Plate Grouting
from API Recommended
from API Recommended
Practices 686/PIP REIE 686, First Edition
Practices 686/PIP REIE 686, First Edition
..
Refer to
Refer to
API 610 - Eighth Edition - Appendix `L`
API 610 - Eighth Edition - Appendix `L`
for baseplate
for baseplate
grouting requirements. It is recommended that the
grouting requirements. It is recommended that the
customer consult a competent specialist skilled in the
customer consult a competent specialist skilled in the
field of grouting, to insure the proper installation of all
field of grouting, to insure the proper installation of all
grouting.
grouting.
The following ASTM Specifications are furnished as
The following ASTM Specifications are furnished as
references for test methods used in conjunction with
references for test methods used in conjunction with
installation of grouting materials and should be used
installation of grouting materials and should be used
to obtain proper results:
to obtain proper results:
ASTM C 78-84,
ASTM C 78-84,
Test Method for Flexural Strength for
Test Method for Flexural Strength for
Concrete
Concrete
ASTM C 109-90,
ASTM C 109-90,
Test Method for Compressive
Test Method for Compressive
Strength of Hydraulic Cement Mortars – Modified
Strength of Hydraulic Cement Mortars – Modified
ASTM C 469-87a,
ASTM C 469-87a,
Test Method for Static Modulus of
Test Method for Static Modulus of
Elasticity and Poisson’s Ratio of Concrete in
Elasticity and Poisson’s Ratio of Concrete in
Compression
Compression
ASTM C 496-90,
ASTM C 496-90,
Test Method for Splitting Tensile
Test Method for Splitting Tensile
Strength of Cylindrical Concrete Specimens
Strength of Cylindrical Concrete Specimens
ASTM C 531-85,
ASTM C 531-85,
Test Method for Linear Shrinkage
Test Method for Linear Shrinkage
and Coefficient of Thermal Expansion of Chemical
and Coefficient of Thermal Expansion of Chemical
Resistant Grouts and Monolithic Surfacing - Modified
Resistant Grouts and Monolithic Surfacing - Modified
ASTM C 666-90,
ASTM C 666-90,
Test Method for Resistance of
Test Method for Resistance of
Concrete to Rapid Freezing and Thawing
Concrete to Rapid Freezing and Thawing
ASTM C 939-87,
ASTM C 939-87,
Test Method for Flow of Grout for
Test Method for Flow of Grout for
Preplaced Aggregate Concrete (Flow Cone Method)
Preplaced Aggregate Concrete (Flow Cone Method)
ASTM C 942-86,
ASTM C 942-86,
Test Method for Compressive
Test Method for Compressive
Strength of Grouts for Preplaced Aggregate Concrete
Strength of Grouts for Preplaced Aggregate Concrete
in the Laboratory
in the Laboratory
ASTM C 1090-88,
ASTM C 1090-88,
Test Method for Measuring
Test Method for Measuring
Changes in Height of Cylindrical Specimens from
Changes in Height of Cylindrical Specimens from
Hydraulic Cement Grout
Hydraulic Cement Grout
ASTM C 1107-91,
ASTM C 1107-91,
Standard Specification for
Standard Specification for
Packaged Hydraulic-Cement Grout (Non-Shrink)
Packaged Hydraulic-Cement Grout (Non-Shrink)
(CRD-C 621-92), ACI 351,
(CRD-C 621-92), ACI 351,
Grouting for Support of
Grouting for Support of
Equipment and Machinery
Equipment and Machinery
24-Hour Test,
24-Hour Test,
MBT Test Method for Grout
MBT Test Method for Grout
Performance
Performance
Minimum requirements for epoxy grout
Minimum requirements for epoxy grout
(typical properties at 23
(typical properties at 23
o
o
C (73
C (73
o
o
F))
F))
ASTM D-635,
ASTM D-635,
Fire Resistant
Fire Resistant
ASTM C-579B,
ASTM C-579B,
Minimum Compressive Strength –
Minimum Compressive Strength –
12000 psi
12000 psi
ASTM C-827,
ASTM C-827,
Height Change @ 38
Height Change @ 38
o
o
C (100
C (100
o
o
F) –
F) –
Positive – Effective Bearing Area – 95%
Positive – Effective Bearing Area – 95%
ASTM C-1181,
ASTM C-1181,
Maximum Creep in 1 Year –
Maximum Creep in 1 Year –
1.6X10
1.6X10
-3
-3
in./in. at 140
in./in. at 140
o
o
F, 400 psi
F, 400 psi
ASTM C-307,
ASTM C-307,
Minimum Tensile Strength – 12.4 Mpa
Minimum Tensile Strength – 12.4 Mpa
(1800 psi)
(1800 psi)
ASTM C-580,
ASTM C-580,
Minimum Flexural Strength – 26.2 Mpa
Minimum Flexural Strength – 26.2 Mpa
(3800 psi)
(3800 psi)
ASTM C-580,
ASTM C-580,
Minimum Flexural Secant Modulus –
Minimum Flexural Secant Modulus –
1.2X10
1.2X10
4
4
Mpa (1.8X10
Mpa (1.8X10
6
6
psi)
psi)
ASTM C-531,
ASTM C-531,
Maximum Coefficient of Expansion –
Maximum Coefficient of Expansion –
17X10
17X10
-6
-6
in./in./
in./in./
o
o
F
F
..
Maximum Peak Exotherm 1000 g
Maximum Peak Exotherm 1000 g
(35.27 oz.) insulated – 35
(35.27 oz.) insulated – 35
o
o
C (95
C (95
o
o
F). Full Aggregate
F). Full Aggregate
Must Be Used.
Must Be Used.
