no
omi
Pal
en
tin
4,
634 01 iet
201
410 OR M.M
02.
02.
202 FI And
,
426 HP-C
g
ber
olm
R.H
No:
t
jec
Pro
DAS
SPAN 11000
MIN.179 MIN.179
101
2229
1245 1120
A
Ø63
150
Konecranes 12t
1025
50*30
1013 1013
1463
1195 1031
9251 (MIN. 500 mm SAFETY GAP)
10728
VIEW A-A
9602
9492
9937
8500
83
1000
TECHNICAL DATA SURFACE TREATMENT OF CRANE
LOAD : 12000 kg BRIDGE COLOR : RAL1028
SPAN : 11 m PAINT : A/76 µm
LIFTING HEIGHT : 8,5 m Crane tolerances
HOISTING SPEED : 3.8/0.63 m/min 2-speed acc.to drawing CST00A2
TRAVERSING SPEED : 20/5 m/min 2-speed inverter Runway tolerances must comply with
TRAVELLING SPEED : 32/8 m/min 2-speed inverter standard ISO12488-1 tolerance class 2
11244
WEIGHT OF TROLLEY : 1110 kg
Feed point
MAX.STATIC WHEEL LOAD 65.78 kN WEIGHT OF BRIDGE : 2500 kg Crane is without service platform.
CXT50610120P5
MAIN/CONTROL VOLTAGE : 380 / 115 V; 60 Hz Service must be done from a separate
CRANE GROUP : A3 platform for lifting persons
HOIST GROUP : FEM M6 (3m)
CRANE DRIVE GROUP : FEM M5 (2m) Indoor Use crane 5°....40° C
2026
1600
SUPPLY POWER : 11.06 kW
LENGTH OF RUNWAY : 33 m
ACCEPTED BY: Pos Amount Description Specification
JPA/KPR DAS /2.52.5
Design Chd Appd Ref drawing Vx proj
02.02.2014
Date CXTS12t x 11m Hol:8.5m
1:40
COMPANY: Lima
Estacion de Energia
Twin copy
Dept M-film
Grua Puente Monorriel
DATE: Issue
Konecranes Peru S.R.L.
CXTS 12t:11m:HOL:8.10m-O 20:01