Escalator
(inclination angle 30˚)

Model nameWidth of stepReaction force (kN)
GJV-30-2-21000R1 = 5.5L/1000+11R2 = 5.5L/1000+2.6
800R1 = 4.8L/1000+10.4R2 = 4.8L/1000+2.5
600R1 = 4.0L/1000+9.8R2 = 4.0L/1000+2.4
GJV-30-3-3
L<=16370mm
1000R1 = 5.5L/1000+11.9 R2 = 5.5L/1000+3.3
800R1 = 4.8L/1000+11.3R2 = 4.8L/1000+3.1
600R1 = 4.0L/1000+10.7R2 = 4.0L/1000+2.9
GJV-30-3-3
L>16370mm
(When an intermediate beam is applied)
1000R1 = 5.5N/1000 R2 = 5.5M/1000Rm = 5.5L/1000+38
800R1 = 4.8N/1000R2 = 4.8M/1000Rm = 4.8L/1000+38
600R1 = 4.0N/1000R2 = 4.0M/1000Rm = 4.0L/1000+38
Width of stepS1000S800S600
W1 Width of step1000800600
W2 Distance between centers of handrails12621064866
W3 Distance from hoisting hall13601160960
W4 Width of truss151013101110
W5 Width of escalator154713471147
W6 Width of pit and architectural opening165014501250
L(mm)M(mm)
16371 - 193309053 + X
19331 - 2141010092 + X
21411 - 2349011131 + X

Note : X = extension dimension of lower truss
              N = L - M
              H = 2000 ~ 9500mm

Model name(30˚)AABBCCDDEEFFGGHH
GJV-30-2-222152500(3000)1.7321H667667(1167)42857801000
GJV-30-3-326153034(3534)1.7321H667667(1167)46857801300

Escalator
(inclination angle 35˚)

Model nameWidth of stepReaction force (kN)
GJV-35-2-21000R1 = 5.5L/1000+11R2 = 5.5L/1000+2.6
800R1 = 4.8L/1000+10.4R2 = 4.8L/1000+2.5
600R1 = 4.0L/1000+9.8R2 = 4.0L/1000+2.4
GJV-35-3-31000R1 = 5.5L/1000+11.9 R2 = 5.5L/1000+3.3
800R1 = 4.8L/1000+11.3R2 = 4.8L/1000+3.1
600R1 = 4.0L/1000+10.7R2 = 4.0L/1000+2.9
Model name(35˚)AABBCCDDEEFFGGHH
GJV-35-2-222502560(3060)1.4281H667667(1167)40807371000
GJV-35-3-326502960(3460)1.4281H667667(1167)44807371000