KONE TravelMaster 110 planning dimensions - mali.kone · PDF file1 7461 KONE TravelMaster 110...
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7461 KONE TravelMaster 110 planning dimensions 2 1 7461 KONE TravelMaster 110 planning dimensions 35° inclination / 1.0 transition radii / 2 or 3 horizontal steps at each landing / vertical rise up to 6 m Code: EN 115-1:2008 + A1:2010 1) Passenger Circulation Area Requirements min.2500 min.2000 1502 [1304] 2844 [2448] 50 200 120 200 140 Landing Plate (by others) Support angle Hexagon socket set screw joint (by others) Permanent elastic Steel plate Rubber Steel plate KONE by FFL Detail Y (Mirror image of X) KONE TravelMaster ™ 110 planning dimensions Architectural planning data Reaction force (kN) 800 mm step width 1000 mm step width 2 or 3 steps R1=4.5L/1000+10 R2=4.5L/1000+2 R1=5L/1000+12 R2=5L/1000+3 • All dimensions are in millimeters • Maximum vertical rise: H = 6000 mm • Upper truss extension maximum 800 mm • Lower truss extension maximum 800 mm • Additional cladding material maximum 15 kg/m 2 • (XXX) = Three horizontal steps • *** = Balustrade height 900 mm *** = Balustrade height 1000 mm *** = Balustrade height 1100 mm • [XXX] = Step width 800 mm • For escalator with step width of 600 mm please contact your KONE sales office Note: If you would like to obtain the exact dimensions for your specific project, we recommend you use the Escalator Design Tools, which can be found on www.kone.com. 1) Other local codes dimensional requirements are available upon request, please contact your local KONE Sales representative for more information. Lifting eyes by others - Load per lifting eye min. 50kN Lifting eyes by others - Load per lifting eye min. 50kN *1682 **1764 ***1846 945 1050 + 20 + 0 (4429 ) 4029 + 20 + 0 1150 1050 Pit width Width of truss Handrail outer edge distance Width of escalator Safety fence 1610 [1410 ] + 10 + 0 + 10 + 0
Transcript of KONE TravelMaster 110 planning dimensions - mali.kone · PDF file1 7461 KONE TravelMaster 110...
7461 KONE TravelMaster 110 planning dimensions 21 7461 KONE TravelMaster 110 planning dimensions
35° inclination / 1.0 transition radii / 2 or 3 horizontal steps at each landing /vertical rise up to 6 mCode: EN 115-1:2008 + A1:20101)
Pit width
Width of truss
Handrail outer edge distance
Width of escalator
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
200
140
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Detail Y (Mirror image of X)
Safety fence
Lifting eyes by others - Load per lifting eye min. 50kN
Lifting eyes by others - Load per lifting eye min. 50kN
*1682
**1764
***1846945
1050
1502[1304]
2844[2448]
Pit width
Width of truss
Handrail outer edge distance
Width of escalator
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
200
140
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Detail Y (Mirror image of X)
Safety fence
Lifting eyes by others - Load per lifting eye min. 50kN
Lifting eyes by others - Load per lifting eye min. 50kN
*1682
**1764
***1846945
1050
1502[1304]
2844[2448]
KONE TravelMaster™ 110 planning dimensionsArchitectural planning data
Reaction force (kN)
800 mm step width 1000 mm step width
2 or 3 steps R1=4.5L/1000+10 R2=4.5L/1000+2 R1=5L/1000+12 R2=5L/1000+3
• All dimensions are in millimeters
• Maximum vertical rise: H = 6000 mm
• Upper truss extension maximum 800 mm
• Lower truss extension maximum 800 mm
• Additional cladding material maximum 15 kg/m2
• (XXX) = Three horizontal steps
• *** = Balustrade height 900 mm *** = Balustrade height 1000 mm *** = Balustrade height 1100 mm
• [XXX] = Step width 800 mm
• For escalator with step width of 600 mm please contact your KONE sales office
Note: If you would like to obtain the exact dimensions for your specific project, we recommend you use the Escalator Design Tools, which can be found on www.kone.com.
1) Other local codes dimensional requirements are available upon request, please contact your local KONE Sales representative for more information.
Pit width
Width of truss
Handrail outer edge distance
Width of escalator
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
200
140
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Detail Y (Mirror image of X)
Safety fence
Lifting eyes by others - Load per lifting eye min. 50kN
Lifting eyes by others - Load per lifting eye min. 50kN
*1682
**1764
***1846945
1050
1502[1304]
2844[2448]
+ 20+ 0(4429 )
4029+ 20+ 0
1150
1050
Pit width
Width of truss
Handrail outer edge distance
Width of escalator
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
200
140
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Detail Y (Mirror image of X)
Safety fence
Lifting eyes by others - Load per lifting eye min. 50kN
Lifting eyes by others - Load per lifting eye min. 50kN
*1682
**1764
***1846945
1050
1502[1304]
2844[2448]
1610[1410 ]
+ 10 + 0+ 10 + 0
7461 KONE TravelMaster 110 planning dimensions 43 7461 KONE TravelMaster 110 planning dimensions
30° inclination / 1.0 transition radii / 2 horizontal steps at each landing / vertical rise up to 6 mCode: EN 115-1:2008 + A1:20101)
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
200
140
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Pit width
Width of truss
Handrail outer edge distance
Width of escalator
Safety fence
Detail Y (Mirror image of X)
*1724
**1811
***1898945
Power interfaceController inside truss
1502[1304]
2844[2448]
*667**617
***567
*667**617
***567
Lifting eyes by others - Load per lifting eye min. 50kN
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
200
140
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Pit width
Width of truss
Handrail outer edge distance
Width of escalator
Safety fence
Detail Y (Mirror image of X)
*1724
**1811
***1898945
Power interfaceController inside truss
1502[1304]
2844[2448]
*667**617
***567
*667**617
***567
Lifting eyes by others - Load per lifting eye min. 50kN
Architectural planning data
• All dimensions are in millimeters
• Maximum vertical rise: H = 6000 mm
• Upper truss extension maximum 800 mm
• Lower truss extension maximum 800 mm
• Intermediate support starting from L > 16400 mm
• Additional cladding material maximum 15 kg/m2
• *** = Balustrade height 900 mm *** = Balustrade height 1000 mm *** = Balustrade height 1100 mm
• [XXX] = Step width 800 mm
• For escalator with step width of 600 mm please contact your KONE sales office
Note: If you would like to obtain the exact dimensions for your specific project, we recommend you use the Escalator Design Tools, which can be found on www.kone.com.
KONE TravelMaster™ 110 planning dimensions
Reaction force (kN)
800 mm step width 1000 mm step width
2 steps R1=4.5L/1000+10 R2=4.5L/1000+2 R1=5L/1000+12 R2=5L/1000+3
1) Other local codes dimensional requirements are available upon request, please contact your local KONE Sales representative for more information.
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
200
140
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Pit width
Width of truss
Handrail outer edge distance
Width of escalator
Safety fence
Detail Y (Mirror image of X)
*1724
**1811
***1898945
Power interfaceController inside truss
1502[1304]
2844[2448]
*667**617
***567
*667**617
***567
Lifting eyes by others - Load per lifting eye min. 50kN
4255+ 20+ 0
1150
1050
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
200
140
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Pit width
Width of truss
Handrail outer edge distance
Width of escalator
Safety fence
Detail Y (Mirror image of X)
*1724
**1811
***1898945
Power interfaceController inside truss
1502[1304]
2844[2448]
*667**617
***567
*667**617
***567
Lifting eyes by others - Load per lifting eye min. 50kN
1610[1410 ]
+ 10 + 0+ 10 + 0
Position of intermediate support
Span (mm) L1, M (mm)
16400<L<=16708 L1=(a1*1200+887)*0.866+945*0.5+2215a1=Round{[(0.5*L-2215)/0.866-887]/1200,0}
7461 KONE TravelMaster 110 planning dimensions 65 7461 KONE TravelMaster 110 planning dimensions
30° inclination / 1.5 transition radii / 3 horizontal steps at each landing / vertical rise up to 13 mCode: EN 115-1:2008 + A1:20101)
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
20014
0
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Pit width
Width of truss
Handrail outer edge distanceSafety fence
Detail Y (Mirror image of X)
Width of escalator
1250
1050
*1724
**1811
***1898
945
4705
1502[1304]
2844[2448]
Lifting eyes by others - Load per lifting eye min. 50kN
Lifting eyes by others - Load per lifting eye min. 50kN
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
200
140
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Pit width
Width of truss
Handrail outer edge distanceSafety fence
Detail Y (Mirror image of X)
Width of escalator
1250
1050
*1724
**1811
***1898
945
4705
1502[1304]
2844[2448]
Lifting eyes by others - Load per lifting eye min. 50kN
Lifting eyes by others - Load per lifting eye min. 50kN
• All dimensions are in millimeters
• Maximum vertical rise: H = 13 m
• Upper truss extension maximum 800 mm
• Lower truss extension maximum 800 mm
• Intermediate support starting from L > 16400 mm
• Additional cladding material maximum 15 kg/m2
• *** = Balustrade height 900 mm *** = Balustrade height 1000 mm *** = Balustrade height 1100 mm
• [XXX] = Step width 800 mm
• For escalator with step width of 600 mm please contact your KONE sales office
• Truss extensions are required when either the rise requires the use of douple drives or the use of an inverter. For these dimensions please contact your local sales organization.
Architectural planning data
1) Other local codes dimensional requirements are available upon request, please contact your local KONE Sales representative for more information.
Note: There is a possibility of having an escalator without intermediate support however a reinforced truss is required. Please contact KONE for more dimensional information. If you would like to obtain the exact dimensions for your specific project, we recommend you use the Escalator Design Tools, which can be found on www.kone.com.
KONE TravelMaster™ 110 planning dimensions
Reaction force (kN)
800 mm step width 1000 mm step width
Without intermediate supportL < = 16400 R1=4.5L/1000+10 R2=4.5L/1000+2 R1=5L/1000+12 R2=5L/1000+3
With one intermediate support16400 < L < = 30000
R1=4.5(L-L1)/1000+10 R2=4.5L1/1000+2 R1=5(L-L1)/1000+12 R2=5L1/1000+3
RM1=4.5L/1000+6 RM1=5L/1000+8
With two intermediate supports30000 < L < = 45000
R1=4.5(L-M)/1000+15 R2=4.5L1/1000+3.5 R1=5(L-M)/1000+15 R2=5L1/1000+4
RM1=6.1M/1000 RM2=6.1(L-L1)/1000 RM1=6.8M/1000 RM2=6.8(L-L1)/1000
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
200
140
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Pit width
Width of truss
Handrail outer edge distanceSafety fence
Detail Y (Mirror image of X)
Width of escalator
*1724
**1811
***1898
945
1502[1304]
2844[2448]
Lifting eyes by others - Load per lifting eye min. 50kN
Lifting eyes by others - Load per lifting eye min. 50kN
Power interfaceController inside truss
Rm1
Rm2
HU
L1M
1150
4655
1050
+ 20+ 0
Truss depth of upper head
Condition HU
H < =6000 & speed=0.5 1050
H > 6000, or speed>0.5 1300
Position of intermediate support
Span (mm) L1, M (mm)
16400<L<=19330 L1=9053
19330<L<=21410 L1=10092
21410<L<=23704 L1=11131
23704<L<=30000 L1=(a1*1200+887)*0.866+945*0.5+2615a1=Round{[(0.5*L-2615)/0.866-887]/1200,0}
30000<L<=45000 L1=(a1*1200+887)*0.866+945*0.5+2615M=(a2*1200+887)*0.866+945*0.5+2615a1=Round{[(0.333*L-2615)/0.866-887]/1200,0}a2=Round{[(0.667*L-2615)/0.866-887]/1200,0}
Passenger Circulation Area Requirements
min
.250
0
min
.200
0
50 200
120
200
140
Landing Plate (by others)
Support angle
Hexagon socket set screw joint (by others)Permanent elastic
Steel plateRubberSteel plate
KONEby
FFL
Pit width
Width of truss
Handrail outer edge distanceSafety fence
Detail Y (Mirror image of X)
Width of escalator
*1724
**1811
***1898
945
1502[1304]
2844[2448]
Lifting eyes by others - Load per lifting eye min. 50kN
Lifting eyes by others - Load per lifting eye min. 50kN
Power interfaceController inside truss
1610[1410 ]
+ 10 + 0+ 10 + 0
