Flowserve VTP - Page 22

Page 22 of
7
provision of
c
lead to failu
r
outside the t
The foundati
rigid support
expected str
e
Concrete fo
u
installed in s
l
holes in the
m
below. Slee
v
moldable m
a
When a suc
t
type "TF" di
s
provide per
m
motor.
base, they
m
to grouting.
A
lways shim
the leveling
n
done otherw
the structura
separation o
f
recommend
a
industry sta
n
Detail of a
t
Lev
e
4.3.1
dis
c
MOUNTING PL
A
NON-BOND
I
MOLDABLE MA
T
FOUNDA
T
VERTIC
A
7
6
c
orrect found
r
e of the pum
p
erms of the
w
on must con
s
to the discha
e
sses that m
a
u
ndations sho
l
eeves that al
l
m
ounting plat
e
v
e should be
f
a
terial after sl
e
ion barrel is
s
s
charge head,
m
anent, rigid
s
If leveling
n
m
us
t
be backe
near founda
t
n
uts. Now tig
i
se there is a
l natural freq
u
f
the base fro
m
A
ll found
a
a
tions should
n
dards.
t
ypical found
a
e
ling of pu
m
c
harge head
A
TE
NG
T
ERIAL
T
ION
A
L TURBIN
E
ation and ins
p
and, as su
c
w
arranty.
s
ist of materia
rge head and
a
y be encoun
t
uld have anc
h
l
ow alignmen
t
e
as illustrate
d
f
illed with no
n
e
eve is set in
s
upplied as in
the suction
v
s
upport for th
e
n
uts are use
d
d
off as far a
s
t
ion bolts and
h
ten the foun
d
risk of signifi
c
u
ency that co
u
m
the grout.
a
tion / anchor
be verified b
y
tion bolt, gro
u
m
ps mounted
flange
A
N
E
PUMPS
(
V
T
tallation may
c
h, would be
l
that will affo
r
will absorb
t
ered in servi
c
h
or bolts
t
and have
d
in the detail
n
-bonding
place.
the case of t
h
v
essel must
e
pump and
d
to level the
s
possible pri
o
then back of
f
d
ation bolts.
c
antly lowerin
g
u
ld result in
bolt
y
prevailing
u
ted.
on the
A
NCHOR BOLT
GROUT
N
UT
T
PS
)
CENTR
I
r
d
c
e.
h
e
o
r
f
If
g
E
x
The p
u
aligne
d
asse
m
precisi
the m
o
flange
0.16
m
the gr
o
Check
is still
l
torque
record
friendl
y
requir
e
4.3.2
The s
o
aligne
d
by usi
n
level.
L
mount
i
needs
using
s
least
7
Reche
after t
h
install
a
pit an
d
the sol
Check
respe
c
in./ft)
a
should
DI
S
HEA
D
37
2
373
IFUGAL PU
M
x
ample of a t
y
m
u
mp assembl
d
with the an
c
m
bly is levele
d
i
on machinist
o
tor mountin
g
mounting su
m
m/m (0.002
i
o
ut to set for
a
k
to make sur
e
l
evel to withi
n
e
the nuts [37
3
ed for future
Directly
m
y
for service.
e
s re-leveling
Leveling o
soleplate
o
leplate [23] i
s
d
with the an
c
n
g a master l
e
L
evels should
i
ng surfaces.
to be leveled
s
hims and gr
o
7
2~80 hours
b
e
ck the solepl
a
h
e grout is se
t
a
tion. Lower t
h
d
align the dis
c
l
eplate bolts[
3
to make sur
e
c
t to the solep
a
nd final torq
u
d
be recorded
S
CHARGE
D
FLANGE
CONCRET
E
2
M
PS ENGLI
S
y
pical discha
r
m
ounting fla
n
y [101] is lo
w
c
hor bolts [3
7
d
by using a
m
t
's level. Lev
e
g
flange. The
rface needs
t
i
n./ft) using s
h
a
t least 72~8
0
e
that the mo
t
n
0.16 mm/m
3
]. The leveli
n
reference.
m
ounted pum
p
Re-installati
o
and re-grou
t
o
f pumps mo
s
first lowered
c
hor bolts. Th
e
e
vel or a prec
i
be taken on
t
The soleplat
e
to within 0.1
6
o
ut. Allow the
b
efore the pu
m
a
te mounting
t
and then pr
o
h
e pump ass
e
c
harge head
f
3
72].
e
that the pu
m
p
late to within
u
e the nuts [3
7
for future ref
e
E
S
H 7156922
4
flows
e
r
ge head wit
h
n
ge
w
ered into the
7
2]. The pum
p
m
aster level
o
e
ls should be
t
discharge he
t
o be leveled
h
ims and gro
u
0
hours.
t
or mounting
(0.002 in./ft)
n
g data is to
b
p
s are not us
e
on of these p
t
ing.
unted on a
g
d
into the pit a
n
e
soleplate is
i
sion machini
s
t
he equipme
n
e
mounting s
u
6
mm/m (0.0
0
grout to set f
o
m
p is installe
d
surface level
n
o
ceed with th
e
e
mbly [101] i
n
f
lange bolt h
o
m
p is still level
0.16 mm/m (
0
7
3]. The level
i
e
rence.
4
– 02-15
e
rve.com
h
the
pit and
p
o
r a
t
aken on
ad
to within
u
t. Allow
flange
and final
b
e
e
r
p
umps
g
routed
n
d
leveled
s
t's
n
t
u
rface
0
2 in./ft)
o
r at
d
.
n
ess
e
pump
n
to the
o
les to
with
0
.002
i
ng data
101