Midea Aqua Tempo Super II Series, Инженерные данные

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2019
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2.4
Outd
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F
902
units.
Outdoor un
When instal
be provided
Outdoor uni
Outdoor uni
possible.
For the safe
damage, gua
Base Struct
door unit bas
A solid base
structures o
Bases should
Either steel
To ensure th
the points o
A drainage d
the units are
and footpat
The unit cas
When instal
to prevent t
When insta
installed.
In areas of h
ground.
igure 3 ‐ 2.2: Ou
Drainag
its can be ins
lled in a posit
.
its should no
its should no
ety of person
ard rails/mes
ture
se structure d
e prevents ex
of sufficient st
d be at least
or concrete b
hat all contac
on the units’ b
ditch should
e running in
hs, especially
sing should no
lled on the g
ransfer of no
lled on a roo
high snowfall
utdoor unit typic
ge channel
stalled on the
tion that is no
t be installed
t be installed
ns which may
shes should b
design should
xcess vibratio
trength to su
300mm high
bases may be
ct points are e
bases designe
be provided
heating mod
y in locations
ot be embedd
round, the u
oise and vibra
of, if a steel
, the height o
cal concrete ba
MC ‐ SU30(M) ‐ R
2000
Anchor
788
e ground or o
ot easily acce
d in locations
d adjacent to
y be in the v
be installed to
d take accoun
on and noise
pport the un
to provide su
e suitable.
equally secur
ed for weight
to allow dra
e. The draina
where the cl
ded into a co
nit’s foundat
ations.
frame is use
of the base st
se structure de
RN1L
r bolt
88
0
on a roof str
essible, a met
which have s
boiler flues a
vicinity of an
o prevent una
nt of the follo
. Outdoor un
its’ weight an
ufficient acce
re, bases sho
t ‐ bearing sup
ainage of con
age should e
limate is such
oncrete found
tions should
ed, the steel
tructures sho
esign (unit: mm)
D
ucture that i
thod of safe
stringent low
and should be
outdoor un
authorized pe
wing conside
nit bases sho
nd that of ins
ess for installa
uld be compl
port are fully
ndensate tha
nsure that co
h that conden
dation.
be a separat
should be s
ould be incre
)
Drainage chan
A
s strong eno
access for ins
‐ noise or low
e sheltered fr
it and to pro
ersons from o
erations:
ould be const
tallation/ma
ation of pipin
letely level. B
y supported.
t may form o
ondensate is
nsate may fre
e structure f
sufficiently w
ased so as to
MC ‐
nel
Aqua Tem
ugh to bear
stallation/ma
w ‐ vibration re
rom direct su
otect the uni
opening unit
tructed on so
intenance pe
ng.
Base design s
on the heat
directed awa
eeze.
from the buil
wide that the
o raise the un
‐ SU60(M) ‐ RN1L
2040
Anchor bolt
1105
mpo Supe
the unit’s we
aintenance sh
equirements.
unlight as mu
t from accid
casings.
olid ground o
ersonnel.
hould ensure
exchangers w
ay from road
ding foundat
e dampers ca
nits further of
L
958
er II
49
Pa
rt
3
‐
Ins
talla
tion
and
Field
Se
tt
ings
eight.
hould
ch as
ental
or on
e that
when
ways
tions,
an be
ff the
958