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Brief description
Dalben tower (20.00) with tunnel slide, tunnel spiral slide and roller conveyor

A. Dalbenturm
Technical data
Floor area: 15.00 x 18.20 m
Minimum space: 18.50 x 21.50 m (279 m²)
Total height: 19.96 m
Platform heights: 3.00 / 6.00 / 9.00 m
Slide attachment heights: 3.00 / 6.00 / 9.00 m
Slide seat heights: 3.10 / 6.10 / 9.10 m

Support post
Tubular steel Ø 355 mm hot-dip galvanised

Platform floors
Stainless steel pedestals, welded construction with tear plate covering, glass bead blasted, screw-on flange connections on the uprights

Ascent
Spiral staircase up to a platform height of 9.00 m, Ø 1.90 m with stainless steel steps, protective grating and railing made of stainless steel, glass bead blasted

Protective grille
Guard rail from 3.00 m platform height, welded construction made of stainless steel tube Ø 21.3 / 48.3 mm, with handrail, glass bead blasted, screw-on flange connections on the platforms.
Cross bracing M20 mconnect system, DIBT approved no. Z-14.4-441 in accordance with DIN 18800: hot-dip galvanised fork heads made of tempered cast steel in investment casting quality, tension rods made of high-strength fine-grained structural steel S460N.

Tower roof
Height: 12.00 m Stainless steel roof with Ø 2.00 m opal skylight dome, welded construction, glass bead blasted, screw-on flange connections
on the stand posts

Spire
Welded construction made of stainless steel tube Ø 20/90 mm, glass bead blasted; screw-on flange connections on the uprights, including stainless steel upright caps

Tower top
Wind rotor with 2 roller bearings and stainless steel hemispheres, powder-coated, Ø 500 mm

Anchoring
Anchoring of the base plate with 6 injection anchor rods made of A4 stainless steel (removable)
The tower is equipped with a lightning conductor to protect it from damage.

B. Roller conveyor (3.00)
Mounting height: 3.00 m
Seat height: 3.10 m
Slide inclination: approx. 15°
Tunnel diameter: 0.96 m
Roller diameter: 50 mm
Sliding plate thickness: 2.5 mm
Length: 15.00 m

Roller conveyor segments with internal stainless steel web guide, welded to form a one-piece roller conveyor.
Handle openings on both sides in the single-seat section. Light openings made of shatterproof polycarbonate.
Stainless steel rollers with roller bearings.

C. Tunnel spiral slide (6.00)
Mounting height: 6.00 m
Seat height: 6.10 m
Slide inclination: 30°/38°
Turning (right): 360°
Tunnel diameter: 0.80 m
Sliding plate thickness: 2.5 mm
Centre pylon: steel tube Ø 298.5 x 7.1 mm, shell plate stainless steel tube Ø 313 x 2.5 mm
Turning: 360° right
Stainless steel slide segments, particularly quiet due to tubular shape, three-part slide, incl. connecting flanges for installation on site.

D. Tunnel slide (9.00)
Mounting height: 9.00 m
Seat height: 9.10 m
Slide inclination: 30°/36°
Tunnel diameter: 0.80 m
Sliding plate thickness: 2.5 mm
Support post: Stainless steel tube Ø 120 x 3 mm
Course: Curve 25° right, 105° left
Window: skylight dome made of shatterproof polycarbonate
Slide segments made of stainless steel; particularly quiet due to tubular shape, three-part slide, incl. connecting flanges for on-site assembly.

Foundations (client-provided)
6 pcs. 1.20 x 1.00 x 0.90 m
3 units 0.60 x 0.60 x 0.60 m
5 pcs. 1.00 x 0.40 x 0.40 m
1 piece 0.80 x 0.80 x 1.00 m
3 pcs. 1.00 x 0.40 x 0.40 m
1 piece 1.20 x 0.40 x 0.40 m
1 piece 1.40 x 1.40 x 0.90 m

The foundation sizes specified in this offer correspond to the static requirements for medium-dissolvable soil types with a permissible soil pressure of at least σR,d = = 180 kN/m². In the case of deviating soil conditions and installation in areas with high wind loads (deviating from German wind zone 2, corresponds to vref = 25.0 m/s) or high snow loads (deviating from German snow load zone 2, corresponds to sk ≥0.85 kN/m²), technical modifications to the construction of the product may be necessary (e.g. insertion of cross bracing). This will result in additional costs and an extension of the specified delivery time.
At the Client's request, Kaiser & Kühne may commission a recognised engineering firm to carry out the necessary structural calculations. The resulting costs shall be borne by the Client. The required evidence of the local conditions shall be provided by the Client.

Item number: 911520001