Tower Models - Layher Zifa Aufbau- Und Verwendungsanleitung

4. TOWER MODELS

Tower models
Design: Safety structure P2
1406200 – 1406216
Arbeitshöhe
Gerüsthöhe
Standhöhe
Tower model
Working height [m]
Tower height [m]
Platform height [m]
Weight [kg] (without ballast)
Ballasting
In closed areas
Assembly central
Assembly off-centre
Assembly off-centre with wall bracing
In the open
Assembly central
Assembly off-centre
Assembly off-centre with wall bracing
* The specified ballast weights are only necessary when the ladder frame is used for external access (e.g. standard is swung out).
X = not permissible / not possible 0 = no ballast required
For ballasting, use Layher ballast weights, Ref. No. 1249.000, of 10 kg each. The weights are fastened quickly and securely at the right place using the hand-wheel coupler.
No liquid or granular ballast substances may be used. The ballast weights must be distributed evenly to all ballasting fixing points (see pages 22 – 23)
l2, r2  2 ballast weights of 10 kg each must be fastened to the left-hand side of the ladder frame, and 2 ballast weights of 10 kg each to the right-hand side
Example:
L6, R16  6 ballast weights of 10 kg each must be fastened to the left-hand side of the mobile beam, and 16 ballast weights of 10 kg each to the right-hand side
r and R relate in the case of lateral assembly always to the side facing away from the tower; l and L relate to the side facing the tower (see also Section 9, Ballasting, on pages 22 – 23)
8
1406213 1406214
1406200
2.86
1.83
0.86
41.1
l4 r4*
X
l4 r0*
l4 r4*
X
l4 r0*
Specified as single ballast weights of 10 kg each.
1406200
1406215
1406210 1406213 1406214
3.61 4.76
2.83 3.98
1.61 2.76
57.2 139.3
l6 r6 0
X L0 R2
l6 r0 0
l6 r6 0
X L0 R2
l6 r0 0
1406210
1406216
1406215 1406216
5.76 6.76 7.76
4.98 5.98 6.98
3.76 4.76 5.76
168.8 191.4 217.2
l2 r2 l4 r4 l4 r4
L0 R4 L0 R6 L0 R8
L2 R0 L6 R0 L8 R0
l2 r2 l4 r4 l4 r4
L0 R6 L0 R8
L4 R0 L8 R0 L16 R0
X