Planning Guide for Escalators and Moving Walks The Best Solution

≥ 0.5 m/s ** 10°-12°

* v ≤ 0.65 m/s is recommended** In the case of moving walk operation with shopping or baggage carts

17Planning Guide for Escalators and Moving Walks

Railing installed by customer

Railings Provided by the CustomerRailings are to be fi tted by the customer at the accesses to the escalators and moving walks. The distance to the handrail of the escalator/moving walk must be at least 80 mm. It is recommended to provide the support for the escalator/moving walk at least 1000 mm away from the ceiling edge, so that the balustrade does not have to be extended.

222810_Schindler_Planung.indd 17 05.09.2007 10:42:52 Uhr

20 Planning Guide for Escalators and Moving Walks

Detailed Planning

Escalator OperationWith Shopping or Baggage CartsFor safety reasons, the transportation of shopping and baggage carts on escalators is not allowed.If transportation is unavoidable, moving walks must be installed.

Additional stops for emergency situations at exit with distance between 2,0 m and 3,0 m before and after comb intersection line shall be provided.


&

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

All dimensions in mm.Observe nationalregulations!Subject to changes.

Rise: max. 6 m at a step width of 1000 mmBalustrade: design EBalustrade height: 900/1000 mm

Inclination: 30°Step width: 600/800/1000 mmStep run: 2 horizontal steps

4450+200

2275

1150

+20

0

1050 Ø 120

1000

(900

)

44950 kN 20

0

4002376

30O

449

R2Z

R1

50 kN

886

(796)

947

2239 a = H x 1.732 =

L = H x 1.732 + 4731 = ±5

2492

1050

1000

(900

)

Z

175 +10 -0

ABC D30

30

E+

10

-

0

300

L = 5 175+10 0

135

+5

0

h-7

70 h

Dl

Step width Rise Weight Support loads Transp. dimensionsA H R1 R2 Balustrade height 1000

mm mm kN kN kN h l3000 52 44 38 2740 108603500 56 47 41 2760 118504000 59 50 44 2780 12840

600 4500 62 53 47 2800 138405000 65 56 50 2820 148305500 69 58 53 2830 158306000 72 61 56 2840 168203000 55 50 45 2740 108603500 59 54 48 2760 118504000 62 57 52 2780 12840

800 4500 66 61 55 2800 138405000 69 64 58 2820 148305500 73 68 62 2830 158306000 76 71 65 2840 168203000 59 57 51 2740 108603500 62 61 55 2760 118504000 66 65 59 2780 12840

1000 4500 70 69 63 2800 138405000 73 73 67 2820 148305500 85 82 74 2830 158306000 89 86 79 2840 16820

Transportation dimensions

Detail Z

Gaps at joints to befilled with joint filler(by customer)

Suspension pointcentered aboveescalator axis!

Water drain foroutdoor installation

H =

±5

(Hm

ax.)

min

.23

00

min

. 300

min. 3984

Power supply

Ceiling deflector

Entiresupportsurfacesmoothand level

Inlet for lighting and powercircuits centered at upperend, through front face

FFL

FFL

Step width (mm) 600 800 1000A: Step width 600 800 1000B: Width between handrails 758 958 1158C: Handrail center distance 838 1038 1238D: Width of escalator 1140 1340 1540E: Width of pit 1200 1400 1600Hmax.: Maximum rise 6000 6000 6000

1) If L > Lmax., anintermediate supportmay be required; pleaseconsult Schindler.

2) Delivery in 2 parts.




a = H x 1.732 =

L = H x 1.732 + 5531 = ±5

R2Z

50 kN

1150

+20

0

1050

1000

(900

)

4850+200

2675

Ø 120

2639

449

2892

449

200

886

(796)

947400

277630

O

R1

50 kN

1000

(900

)10

00(9

00)

1050

Z

175 +10 -0

ABC D30

30

E+

10

-

0

300

L = 5 175+10 0

135+

5

0

h-7

70 h

Dl


mm mm kN kN kN h l3000 58 48 42 2850 116103500 61 51 45 2880 125904000 65 54 48 2910 13580

600 4500 68 57 51 2930 145705000 72 60 54 2950 155705500 75 63 57 2970 165606000 78 66 60 2) 2)

3000 61 55 49 2850 116103500 65 58 53 2880 125904000 68 62 56 2910 13580

800 4500 72 65 60 2930 145705000 76 69 63 2950 155705500 82 74 68 2970 165606000 86 78 72 2) 2)

3000 65 62 56 2850 116103500 69 66 61 2880 125904000 73 70 65 2910 13580

1000 4500 79 76 70 2930 145705000 83 80 74 2950 155705500 90 87 79 2970 165606000 94 91 83 2) 2)


Detail Z




H =

±5

(Hm

ax.)

min

.23

00

min

. 300

min. 3984

Power supply

Ceiling deflector

Entiresupportsurfacesmooth andlevel


FFL

FFL

Step width (mm) 600 800 1000A: Step width 600 800 1000B: Width between handrails 758 958 1158C: Handrail center distance 838 1038 1238D: Width of escalator 1140 1340 1540E: Width of pit 1200 1400 1600Lmax.

1): Limiting span length 19300 17600 16200Hmax.: Maximum rise 12000 9300 8000

34 Planning Guide for Escalators and Moving Walks



Step width: 600/800/1000 mmStep run: 2 horizontal steps

R2Z

50 kN

1150

+20

0

1050

1000

(900

)

4250+20

0

2420

Ø 120

449 229

449

866(776)

35O

967

2325400

Z

50 kN

1000

(900

)10

50

a = H x 1.428 =

L = H x 1.428 + 4825 = ±5

2273 2552

R1

175 +10-0

ABC D30

30

E+

10

-

0

300

L = ±5 175+100

135

+5 0

h-7

70 h

Dl


mm mm kN kN kN h l3000 49 41 35 2820 101103500 52 44 38 2850 109604000 55 46 40 2880 11820

600 4500 58 49 43 2900 126805000 60 51 45 2910 135405500 63 53 48 2930 144006000 66 56 50 2940 152703000 52 47 41 2820 101103500 55 50 44 2850 109604000 58 53 47 2880 11820

800 4500 61 56 50 2900 126805000 64 59 53 2910 135405500 67 62 56 2930 144006000 70 65 59 2940 152703000 55 53 47 2820 101103500 58 57 51 2850 109604000 62 60 54 2880 11820

1000 4500 65 63 58 2900 126805000 68 67 61 2910 135405500 71 70 64 2930 144006000 83 79 71 2940 15270


Detail Z




H =

±5

(Hm

ax.)

min

.23

00

min

. 300

min. 3285

Power supply

Ceiling deflector



FFL

FFL

Step width (mm) 600 800 1000A: Step width 600 800 1000B: Width between handrails 758 958 1158C: Handrail center distance 838 1038 1238D: Width of escalator 1140 1340 1540E: Width of pit 1200 1400 1600Hmax.: Maximum rise 6000 6000 6000

Inclination: 35°

Schindler 9300 Advanced EditionType 10 • 35°-K


Rise: max. 13 m at a step width of 1000 mmBalustrade: design E/FBalustrade height: 900/1000 mm


ø 100

ø 120

ø 100

±5

m

2)2582

1) 2)

2)

1263

1000

(900

)

449

(796)886

947

400

200

2)

±5

30192639

449

2579

(900

)

1000

1103

1201

437

R2Z

R1Z

R3

300

1)

1200

+20

-0

x= ±54850

+20 -0

175 +10 -0

ABC D30

30

E+

10

-

0

175 +10 -0

300

L =

40

±5

135+

5

-0

h-7

70 h

Dl

Step width Rise Weight Support loads Transp. dimensionsA H R1 R2 R3 Balustrade height 1000

mm mm kN kN kN kN h3) l3500 71 64 54 - 3170 127304000 75 67 58 - 3210 137204500 79 71 62 - 3230 14710

800 5000 86 76 67 - 3260 157005500 89 80 70 - 3280 167006000 93 83 74 - 3290 176906500 97 87 78 - 3310 186804000 79 76 66 - 3210 137205000 90 86 76 - 3260 157006000 95 48 40 87 3290 176907000 103 51 42 99 3320 19680

1000 8000 111 54 45 110 4) 4)

9000 118 56 47 121 4) 4)

10000 126 59 50 132 4) 4)

11000 143 66 57 146 4) 4)

12000 157 74 60 158 4) 4)

Step width (mm) 600 800 1000A: Step width 600 800 1000B: Width between handrails 758 958 1158C: Handrail center distance 838 1038 1238D: Width of escalator 1140 1340 1540E: Width of pit 1200 1400 1600Lmax.

1): Limiting span length 19000 17300 15900Hmax.: Maximum rise 13000 13000 13000


Detail Z


Suspension pointcentered aboveescalator axis!Carrying forcemin. 50 kN

Suspension pointcentered above escala-tor axis! Carrying forcemin. 50 kN


H =

±

5

(Hm

ax.)

min

.23

00

min

. 300

min. 3984

L=Hx1.732+5658=

m=0.5774(x-2639)-1523

a=Hx1.732=

Power supply

Ceiling deflector


Inlet for lighting andpower circuits centeredat upper end, throughfront face

FFL

FFL

M43

8023

03


1) If L > Lmax., anintermediate supportmay be required.Please consult Schindler.

2) With a double drive,the truss must beextended by 417 mm.

3) With a balustrade heightof 900 mm, h is reduced by 70 mm.

4) Delivery in min. 2 parts.

1) Calculated on thebasis of a deflectionof L / 750.If L > Lmax. anintermediate supportmay be required;please consultSchindler.Intermediate support(R3) at a distanceof L / 2.

2) With a double drive,the truss must beextended by 417 mm.

3) Support loads for two intermediate supportson request.

4) Dimensions for balustrade height 1000.

All dimensions in mm.Observe nationalregulations!Subject to changes. INT = intermediatesupport(s)

Rise: max. 7.5 m at a pallet width of 1000 mmBalustrade: design E/FBalustrade height: 900/1000 mm

Inclination: 10°/11°/12°Pallet width: 800/1000 mmHorizontal pallet run: 400 mm

1150

+20

0

500 500500500

R23)

100,110,120

L=

539

(1030)930

(105

0)

(100

0)90

0

2)18032)

510

H=

(105

0)

120: L=(H-18.5)x4.7046+2719 2)110: L=Hx5.1446+2719 2)2)100: L=(H+18.5)x5.6713+2719

R33) R43) R13)

Ø 120

430

YX,Y

Ø 100

Ø 100Ø 100Ø 100Ø 100Ø 100

916

100=4500+20 0

H1

0 -10

H2

0 -10

+10-5

120=3900+20 0

110=4200+20 0

±5uL ±5

mL oL

±5

Z

Z

+10

0

30

Sch

ind

ler

30D EABC h

4)

G

+10 0

+10 0

+10

0

+10-5L=

400

175

185

40

450

385

WIF

901

51E

- 7/

2007

M43

8012

10

Inclination Rise Length Transp. dimensions Pallet width A = 800 Pallet width A = 1000in one part Weight (kN) Supp. loads (kN) Weight (kN) Supp. loads (kN)

H L h4) l G Gu Go R1 R2 R3 G Gu Go R1 R2 R33000 19838 2460 20420 86 39 47 40 34 92 92 42 50 44 39 108

10° 4000 25509 2470 26180 104 48 56 46 41 119 111 51 60 53 47 1395000 31180 2470 31940 130 61 69 56 50 148 143 67 76 70 61 1683000 16746 2460 17380 77 34 43 36 30 78 82 37 45 40 35 91

12° 4000 21450 2470 22190 93 42 51 42 36 100 99 45 54 47 41 1175000 26155 2470 27000 106 49 57 47 41 122 116 54 62 56 48 143

min. 6600 ( min. 6800)

min. 350

hm

ax. =

247

0 m

m

min. 350

Waterdrain foroutdoorinstallation

Suspension point centeredabove moving walk axis!Carrying force min. 50 kN

Suspension point centered abovemoving walk axis! Carrying forcemin. 50 kN

Ceiling deflector

min

. 230

0

min

. 300

Drive station

FFL

FFL

Detail Z

Detail X1 intermediate support

Detail Yfrom 2 intermediate supports upward


Gaps at jointsto be filled withjoint filler(by customer)Entire supportsurface smoothand level

Inlet for lightingand power circuitscentered at upperend, throughfront face

l (max. = 17000 mm)

otherwise delivery in several parts

Pallet width 800 1000

A: Pallet width 800 1000B: Width between handrails 958 1158C: Handrail center distance 1038 1238D: Moving walk width 1340 1540E: Width of pit 1400 1600Lmax.

1): Limiting span length 16300 15000Hmax.: Maximum rise 9300 7500

100: H1 = Lu x 0.1763 - 1161110: H1 = Lu x 0.1944 - 1177120: H1 = Lu x 0.2126 - 1192100: H1 = Lu x 0.1763 - 1096110: H1 = Lu x 0.1944 - 1112120: H1 = Lu x 0.2126 - 1127100: H2 = H1 + Lm x 0.1763110: H2 = H1 + Lm x 0.1944120: H2 = H1 + Lm x 0.2126

2 IN

T

1 IN

T

1) For outdoor installationsa water drain shall beprovided over theentire length of theconcrete pit(by customer).

2) The support loads S1and S4 are equallydistributed over thewidth of the movingwalk, whereas thesupport loads S2, S3,S5 and S6 are equallydistributed among thesupports on the leftand right side. With adouble drive, thesupport load S1 shallbe increased by 5 kN.

3) Depending on project:min. 1201, max. 2400

All dimensions in mm.All loads in kN.Observe nationalregulations!Subject to changes.Please consult Schindler.

Transportation length: max. 150 mat an inclination of 0°Balustrade: design PBalustrade height: 900/1000 mm

Truss in drive and tension stationsInclination: 0°–6°Pallet width: 1000/1200/1400 mm

Max. support loads2)

Pallet width(mm) 1000 1200 1400

S1 40 46 52S2 33 38 43S3 34 39 44S4 33 38 43S5 9.5 11 12.5S6 40 40 40Pallet width(mm) 1000 1200 1400

A: Pallet width 1000 1200 1400B: Width between

handrails 1240 1440 1640

C: Handrail centerdistance 1320 1520 1720

D: Moving walk 1620 1820 2020widthE: Width of pit 1680 1880 2080

Motor rating table:values for horizontal installationv (m/s) 0.5 0.65A (mm) 1000 1200 1400 1000 1200 1400Rating Maximum length (m)(kW)1 x 5.5 50 43 39 39 34 301 x 7.5 69 61 54 54 47 421 x 11 104 91 81 81 71 631 x 15 130 114 101 102 89 792 x 11 150 150 150 150 132 117

50 kN

100

115054005400

E

S6B'

825 (775)

S3

645

F

FD n x 1200

S2 S1

S6

A

BC

900

(100

0)

825 (775)

635

E E E

A

5400L =

5400

E E

50

200

200

825 (775)30

5030

ABCD D30

30

L =

1)1)

825 (775)

C'

S4

1150

900

(100

0)

3)min. 1201max. 2400 3)min. 1201

max. 2400

E

30 D

A

C

900

(100

0)B

30 400

300

L = 135

135

150

12

5400

350400

1200

1240

0

1200

900

(100

0)40

E

30 D

5

C150

A

Tension station

Section F-F Detail D Detail E

Detail B(Detail B’ mirror-inverted)

Section A-A

Detail C(Detail C’ mirror-inverted)

Gap to be filled with mastic(by customer)

FFL Handrail

Balustrade

Deckings

Skirtpanel

Pallet

Lateralcladding

FFL(by customer)

Roughconcrete

Entire supportsurface smoothand level

Inlet for lighting andpower circuits centeredat drive station, throughfront face

Welding base 200 x 12(by customer)

to F

FL

min

. 300

Welding base (by customer)

Welded on site

For outdoor installations,feasibility must bechecked by the supplyingfactory on the basis ofclimatic conditions.

S5 = every 1.2 m

Upper edge of pallet

Gap to be closed (by customer)

Welding base 200 x 12(by customer)

Welding base200 x 12(by customer) Welding base 200 x 12 (by customer)

Weldedon site

to F

FL

FFL FFL

Suspension points centeredabove moving walk axis!Carrying force min. 50 kN

Gap to be closed (by customer)

Recommended travel direction

Drive station

The specified dimensionsare minimum dimensions;according to theconfiguration, largerdimensions might apply. (Example: L4, L5:+ 90 mm for sweepstep, rise > 17 m,country code MTRC)

Speedv = 0.5–0.75 m/s

Nominal rise accordingto EN 115 withA = 1000 mm

Size 1: max. 16 mSize 2: max. 22 mSize 3: max. 30 m


Balustrade: design IBalustrade height: 1000 mmTruss: standard

Inclination: 30°Step width: 800/1000 mmStep run: 2, 3, 4 horizontal steps

Step run K M LL1 2279 2679 3079L2 2206 2606 3006L3 4600 5000 5400L4 2659 3059 3459L5 2287 2687 3087

Step width Size: 1, 2 Size: 3A: Step width 800 1000 800 1000B: Width between handrails 1082 1282 1082 1282C: Handrail center distance 1162 1362 1162 1362D: Width of escalator 1490 1690 1590 1790E: Width of pit 1550 1750 1650 1850Lmax.: without intermediate supports 18100 16800 18100 16800X1,2,3 max.: with intermediate supports 15000 14000 15000 14000

Y

X,Y

Z

883

883687

Y: m

1 =

0.57

7 x

(x1

- L1

) -

1540

m2

= 0.

577

x (x

1 +

x2 -

L1)

- 1

540

X: m

1 =

0.57

7 x

(x1

- L1

) -

1600

-10

m2

=

-10

m1

=

±10X3 =±10X2 =

L4

X1 =

200

400L1

s

s x 1.732

L3+20- 0

L2

ø120

1000

1190

1290

±10L = H x 1.732 + (L1 + L4) =

687

L5

1014

886

332

30°

ø 1001316

±10

Z 1000

±513

50H

=

ø 100

+20

- 0

Detail Z

300

135

40

175

+10-0

-0+10

+10-0

±10L =

C B A

175

3030

D

+10- 0

E+

10-

0

Detail X(1 intermediate support)

430

Detail Y(from 2 intermediate supports upward)

370

Please contact Schindler for support loads, motor ratings, transportationdimensions, and weights. Please contact Schindler for dimensions relatingto truss extensions, double drives, drive units in cages, frequency converters,and lighting installations. Basic design according to EN 115 with 1.5-mmsheet-steel cladding. Please contact Schindler for other specifications.Please request detailed drawings Z, X and Y for expansion joints, seismicspecifications and wind loads respectively from Schindler. For rises> 16000, we recommend to contact the supplying factory (LW).For sizes 2 and 3, external control cabinets are required. Please contactthe supplying factory (LW) for availability and delivery dates.

Suspensionpoint centeredabove escalatoraxis!Carrying forcemin. 50 kN

Elastic gap filling

Entire supportsurface level

Inlet for lightingand power circuitscentered at upperlanding, throughfront face

left side

right side

min. 350

min. 350

Drive unit

Ceiling deflector

Power supply

Drive unit incage for sizes2 and 3

min. 3984

Water drainfor outdoorinstallation

min

. 230

0

min

. 300

(Hm

ax.)

FFL

FFL

Documents

Planning Guide for Escalators and Moving Walks The Best Solution