SCANCLIMBER SC2032-65 User manual

ERECTION AND DISMOUNTING MANUAL
Serial number:________
SCANCLIMBER OY
• Turkkirata 26 • FI-33960 PIRKKALA, FINLAND •
• Tel. [phone] • Fax [phone] • www.scanclimber.com
V115+02_12.12
SC
Builders
Hoist
2
1
See also Instruction manual
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SC2032-65 / 2037-65
SC2532-65 / 2537-65
SC3232-65 / 3237-65

1
Erection of the hoist
V115+02_12.12 Series-65 Hoist Pos 6
6. THE ERECTION OF THE HOIST
6.1 Preparing the Erection........................................................3
6.1.1 The Weights of some Hoist Components......................4
6.1.2 The Foundation Slab for a Single SCXX32, SCXX37 Hoist ...5
6.1.3 The Foundation Slab for a Twin SCXX32, SCXX37 Hoist ....12
6.1.4 Mounting the Single Hoist, Freestanding....................12
6.1.5 Mounting the Double Hoist, Freestanding..................12
6.1.6 Lifting the Hoist..............................................................13
6.1.6.1 Lifting the Cage................................................13
6.1.6.2 Lifting the Ground Station and the Cage......15
6.1.6.3 Lifting the Mast..................................................16
6.2 Anchoring the Mast to the Façade..............................17
6.2.1 Anchor Type .................................................................17
6.2.2 Anchor Force Tables ...................................................23
6.2.2 Anchor Interval ............................................................25
6.3 Mounting the Basic Unit ...................................................26
6.4 Mounting the Mast.............................................................31
6.5 Mounting the Pipe Line.....................................................34
6.6 Anchoring .............................................................................36
6.7 Cable Guides............................................................38
6.7.1 Installation of the Cable Guides.................................39
6.8 Landings ................................................................................40
6.8.1 Installing the Landing Doors........................................40
6.8.2 Installing the Sliding Gate............................................40
6.8.3 Installing the Double-Leaf Gate..................................40
6.8.4 Installing the Landing Railings.....................................40
6.8.5 Installing the Set of Electrical Components...............45
6.8.6 Landing programming.................................................47
6.9 Landing Bridges according to the Regulations.......50

Erection of the hoist
2V115+02_12.12
Series-65 Hoist Pos 6
6. THE ERECTION OF THE HOIST
6.10 Mast Limit Switch Rigid rails- cams..............................54
6.10.1 General Information.....................................................54
6.10.2 The Bottom Limit Cam..................................................54
6.10.2.1 The Relay Control ...........................................54
6.10.2.2 The PLC Control ..............................................54
6.10.3 The Top Limit Cam........................................................54
6.10.3.1 The Relay Control ...........................................54
6.10.3.2 The PLC Control ..............................................54
6.10.4 The Safety Limit Cams..................................................55
6.10.5 The Cams on the Landings..........................................55
6.10.5.1 The Relay Control ...........................................55
6.10.5.2 The PLC Control ..............................................56
6.10.6 Dimensional Drawing...................................................57
6.11 Automatic Greasing of the Gear Rack...................58
6.12 Cable trolley ........................................................................60
6.12.1 Cable trolley with separate rail...................................60
6.12.1 Cable Trolley with Separate Rail - speed 90m/min.......62
6.13 Overload system................................................................64
6.14 Inspections............................................................................66
6.14.1 General .........................................................................66
6.14.2 The Start-up Inspection................................................66
6.14.3 The Erection Inspection................................................66
6.14.4 The Maintenance Inspection ......................................66
6.14.5 Points of Inspection......................................................67
6.14.5.1 The Erection Inspection Form........................68
6.14.5.2 The Maintenance Inspection Form...............69
6.14.6 The Weather Conditions...............................................70
6.15 Required Tools.....................................................................71
6.16 Mounting instructions of the cable..............................72

3
Erection of the hoist
V115+02_12.12 Series-65 Hoist Pos 6
6. THE ERECTION OF THE HOIST
6.1 Preparing the Erection
Prior to delivering the hoist to the site one
makes an erection plan including, among
other things, the selection of the place for
erecting the hoist, a plan for the mast an-
choring and landing placements as well as
a calculation of the components needed
for the hoist erection.
Before starting the erection of the hoist
chooseaplacefortheerection.Thisiswhen
you make a decision whether to erect the
hoist directly on a concrete base, for exam-
ple on a vault, or to mount it on a cast con-
crete foundation slab. The foundation slab
should be cast in good time before starting
the erection so that the slab has time to dry
and harden properly.
If the hoist is mounted on a vault, the con-
tractor should give an approval of the
vault’s load capacity. The dynamic forc-
es caused by the hoist and the load should
also be taken into account in the load ca-
pacity calculations. Also one has to nd out
whether it is possible to drill holes for the cot-
ter bolts on the vault and in what places.
When the hoist is erected directly on the
ground, the ground must be compacted
and levelled before the mounting. When
making the foundation on the ground take
care also of the drainage so that no water
remains standing on the erection site. Al-
so the possible frost susceptibility has to be
taken into account and prevented.
The foundation slab is cast, reinforced and
equipped with the mast anchoring frame
according to the dimensional drawings.
Whenmaking thefoundation slab note that
screw heads of the anchoring frame should
not protrude from the concrete, but on the
contrary, are placed a few millimetres be-
low the concrete surface. The concrete sur-
face has to be even and smoothed. In ad-
dition it is recommended to x lifting brack-
ets on the slab edges, from which the slab
can later easily be lifted.

Erection of the hoist
4V115+02_12.12
Series-65 Hoist Pos 6
6.1.1 The Weights of Some Hoist Components
The following weights can be used for calculating the forces inuencing the foundation.
Hoist part SC3237
Hoist cage SC3232 1585 kg
Ground station 1756 kg
Lifting mechanism 1580 kg
Mast section 1,5 m incl. bolts 138 kg
Vertical pipe 3 m 24 kg
Pipe/anchoring support 20 kg
Wall tie set 1,6 - 2,7m 155 kg
Landing bar, long 19 kg
Unitor 78 kg

5
Erection of the hoist
V115+02_12.12 Series-65 Hoist Pos 6
6.1.2 The Foundation Slab for a Single SCXX32, SCXX37 Hoist
1 Reinforcement
2 Concrete volume V=4,75m3
quality B25 F25 (PN-EN 206-1)
Weight: 11880.5 kg
1
2
540
775
4700
279
2137
2870
270
430 332
2676
350
427
110
49 64
126 126
110 1398
2796
A-A
AA

Erection of the hoist
6V115+02_12.12
Series-65 Hoist Pos 6
6.1.2.1 Reinforcement
Weight: 542,36 kg
1
2
3
4
5
279 2137
500
2676
200
2822
200 100
430
332
200 2200=11x200
500
o16
4500
540
775
97
115 130
650=5x130
115
200
1800=9x200 200 1800=9x200
2796
205
237

7
Erection of the hoist
V115+02_12.12 Series-65 Hoist Pos 6
Pos. 5 Reinforcement, corrugated bar I, bending instruction
Material: S235JR AT
Length: L= 3020 mm
Pos pcs Description Scancode
1 30 Reinforcement, corrugated bar II PG109644
2 4 Lifting eye PG109645
3 2 Fastening plate PG109649
4 1 Mounting frame PG139413
5 52 Reinforcement, corrugated bar I PG134074
Pos. 1 Reinforcement, corrugated bar II
Material: S235JR AT
Pos. 3 Fastening plates are attached to the reinforcement
by welding =>
a4

Erection of the hoist
8V115+02_12.12
Series-65 Hoist Pos 6
4700
1900 2870
540
775
270
430
1
2
A A
3
3
A-A
The foundation slab for single hoist
The foundation slab 2
6.1.3 The Foundation Slab for a TWIN SCXX32, SCXX37 Hoist
Pos pcs Description Scancode
1 4 Screw 30x80-8.8 ISO4017 A4J 89038812
2 4 Nut M30-8 ISO4032 A4J 89211810
3 8 Washer 31 HV DIN6916 89105102

9
Erection of the hoist
V115+02_12.12 Series-65 Hoist Pos 6
3196
426
49 64
350
1900
332
1438
1012
4700
2676
A-A
AA
1 Reinforcement
2 Concrete volume V=3,13m3
quality B25 F25 (PN-EN 206-1)
Weight: 7810 kg
6.1.3.1 The Foundation Slab 2 for a TWIN SCXX32, SCXX37 Hoist

Erection of the hoist
10 V115+02_12.12
Series-65 Hoist Pos 6
6.1.3.1.1 Reinforcement
3196
205
237
200
1600
78
200 2200=11x200 200
2200=11x200
1438
332
10
o16
4480
1750
10
500
500
2676
4500
320 320
3
1
2
Weight: 337 kg

11
Erection of the hoist
V115+02_12.12 Series-65 Hoist Pos 6
Pos pcs Description Scancode
1 18 Reinforcement, corrugated bar II PG109644
2 4 Lifting eye PG109645
3 2 Fastening plate PG109649
4 48 Reinforcement, corrugated bar II PG109645
Pos. 4 Reinforcement, corrugated bar II, bending instruction
Material: S235JR AT
Length: L= 2022 mm
Pos. 3 Fastening plates are attached to the reinforcement
by welding =>
a4

Erection of the hoist
12 V115+02_12.12
Series-65 Hoist Pos 6
6.1.4 Mounting the Single Hoist, Freestanding
MAX. ALLOWED LIFTING AND MAST HEIGHT
WITH VARIOUS FOUNDATIONS
- wind velocity max. 20 m/s during the
operation and 12,5 m/s during the mount-
ing and dismounting
- max. payload 2000 kg
Ground station attached to the
concrete or steel foundation
6.1.5 Mounting the Double Hoist, Freestanding
MAX. ALLOWED LIFTING AND MAST HEIGHT
WITH VARIOUS FOUNDATIONS
- wind velocity max. 20 m/s during the
operation and 12,5 m/s during the mount-
ing and dismounting
- max. payload each cage 2000 kg
Ground station attached to the
concrete foundation
Concrete foundation
Concrete foundation
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16,5 m
12 m
14,5 m
10 m

13
Erection of the hoist
V115+02_12.12 Series-65 Hoist Pos 6
6.1.6 Lifting the Hoist
When lifting the hoist and its parts the giv-
en instructions must be followed strictly.
The hoist is manufactured with sheet metal
technology, which as a construction is very
strong and able to resist the forces inuenc-
ing it during its use.
In case the hoist is lifted against the instruc-
tions, to its constructions may be directed
such forces that the hoist is not designed
to resist.
6.1.6.1 Lifting the Cage
The cage alone can be lifted by the brack-
ets on the cage roof (pictures 6.1.1 A, B
and C). When lifting by the brackets on the
cage roof one must use supporting bars
with the lifting rope and take care that the
ropes are long enough. If the cage is lifted
without the supporting bars and/or with too
short ropes the cage constructions are in-
uenced by compressive forces that may
damage the cage construction.
Do not lift the cage by the brackets
on the door elements !
☞

Erection of the hoist
14 V115+02_12.12
Series-65 Hoist Pos 6
Picture 6.1.1 Lifting the cage by the brackets (A, B, C)
A
BC
Lmin = 2150 mm
2660
min 1200
2510
1940
1360
3030
XXX KG - EMPTY CAGE SC3232
XXX KG - CAGE WITH 8 MAST SECTIONS

15
Erection of the hoist
V115+02_12.12 Series-65 Hoist Pos 6
6.1.6.2 Lifting the Ground Station and the Cage
The ground station and the cage can be
lifted and transported as one whole. Use
the pockets on the mast side of the ground
station to lift the ground station and cage
together (picture 6.1.2).
The cage and ground station can be lifted
together using a the top cap on the mast
section. Fasten the top cap to the top of
the mast section on the cage side and lift
by the bracket on the cage roof.
Do not lift the concrete slab and
hoist together
☞
Picture 6.1.2 Lifting the ground station
top cap
lift here

Erection of the hoist
16 V115+02_12.12
Series-65 Hoist Pos 6
6.1.6.3 Lifting the Mast
Assembly of the mast can be speeded up
with a help of e.g. a tower crane.
In such situations when several mast sec-
tions have been joined together on the
ground, and the mast has to be erected
as a whole (picture 6.1.3). However, the
length of the mast lifted as a whole must
not exceed the length of the mast anchor-
ing interval or the whole length of the free-
standing mast.
Picture 6.1.5 Lifting the mast

17
Erection of the hoist
V115+02_12.12 Series-65 Hoist Pos 6
Anchored hoist mast: Calculation according to EN 12159+A1
Hoist with anchored mast for a maximum height of 200 m. Anchoring distances and max-
imum free unanchored top/ overhang as below:
6.2 Anchoring the Mast to the Façade
The hoist cage, the load in the cage and
wind cause forces inuencing the mast.
Due to these forces the hoist has to be sup-
ported at xed intervals to the building be-
side which it is erected. The forces inuenc-
ing the mast are taken into account in ac-
cordance with the standards and regula-
tions, and on their basis the wall ties are di-
mensioned to comply with these regula-
tions.
The mast is supported to the building’s
façade at certain intervals. The anchoring
interval depends on the mast height, the
used anchor model and the wind condi-
tions.
The supporting forces to the building are to
be taken into account when planning the
wall anchorings. It must be assured with
the builder that the construction will toler-
ate the forces towards it.
6.2.1 Anchor type suitable anchors for different purposes are
on table.
NumberofmastsectionLiftingheight
(Lh) = Lh/1.508
Type of mast anchors:
Scanclimber hoist mast can be supported
with various anchor types. There are three
different anchor types for different purpos-
es available for SCXX32 and SCXX37. The
For anchoring types SCXXX, SCYYY and SCZZZ only!
☞

Erection of the hoist
18 V115+02_12.12
Series-65 Hoist Pos 6
TYPE OF HOIST Cage length Max. Load Max over- hang [a] Max. Anchor distance [b]
Single cage
SC2032-65 3.2m up to 2400 kg 15.0m 15.0m
SC2532-65 3.2m 2401 – 2800 kg 13.5m 15.0m
SC3232-65 3.2m 2801 – 3200 kg 13.5m 15.0m
SC2037-65 3.7m Up to 2200 kg 15.0m 15.0m
SC2537-65 3.7m 2201 - 2700kg 13.5m 15.0m
SC3237-65 3.7m 2701 - 3200 kg 13.5m 15.0m
Twin cage
SC2032-65 3.2m up to 2400 kg 13.5m 15.0m
SC2532-65 3.2m 2401 - 2800 kg 13.5m 15.0m
SC3232-65 3.2m 2801 - 3200 kg 13.5m 15.0m
SC2037-65 3.7m up to 2400 kg 13.5m 15.0m
SC2537-65 3.7m 2401 - 2800 kg 13.5m 15.0m
SC3237-65 3.7m 2801 - 3200 kg 10.5m 15.0m
Table: 1
Increased anchoring distances are possible especially at low lifting heights.

19
Erection of the hoist
V115+02_12.12 Series-65 Hoist Pos 6
6.2.1.1 Mast tie type SC3232-Ver 1 SCXXX
The tie is available with 3 main sections with 4 different adjustment parts. The
length on the tie L is variable within the range (min. - max.) showing by the the -
gures in the table below.
The width B for this type on tie is xed.
Anchoring
Cage
length
Main frame
L min Lmax B
Adjustment
part P
max
Service P
max
Storm
- 3.2m - 1995 2190 890 -
PG140095
3.2m PG133893 2690 3080 1420 PG133894
PG140106 3.2m PG133893 2990 3680 1720 PG133917
- 3.2m - 3590 4280 2020 -
-
3.7m - 2345 2540 890 -
PG140094
3.7m PG133889 3040 3430 1420 PG133894
PG140098 3.7m PG133889 3340 4030 1720 PG133917
- 3.7m - 3940 4630 2020 -