Tegula®-Tec Description

TegulaĆ-Tec with hidden horizontal and vertical interlock effect offers a nostalgic, rectangular appearance on the surface - just the typical Tegula image. Beneath the surface, the vertical and horizontal interlock takes effect, which distributes strong rolling and shear loads that develop from accelerating or stopping at intersections, on slopes or at traffic lights.

The Problem: The Solution:
Horizontal shifting Horizontal Interlock
Vertical shifting Horizontal Interlock
Rut Vertical Interlock
Twisting of stones / scale-like profile

 

TECHNICAL DATA

The complete system: Full stone, beginning and end stone, insertion stone (repair stone), half stone (edging stone), diagonal edging stone for diagonal installation and curve set with 2ƒ.

Independent of width of street, all stones of curve set can be used.

INSTALLATION

DeliveredAdjustedInstalled

JOINT FILLING

RequirementS: approx. 0.0059 m3/m2

Standard installation: Joint filling of natural sands 0/2 or 0/4 or crushed sand. Paver bed of sand, gravel sand, crushed sand or other suitable particle sizes, sand 0/2 to 0/4 mm or grated crushed sand - gravel - mix 0/5 mm.

Installation as drain pavement: Joint filling of high quality chippings 1/3 mm Paver bed of high quality chippings 1/3 or 2/5 mm.

Composition and Manufacture: TegulaĆ-Tec is made from a "no slump" concrete mix. Made under extreme pressure and high-frequency vibration, TegulaĆ-Tec has a compressive strength greater than 8000 psi and water absorption of maximum 5%. It will meet or exceed national requirements and standards for concrete paving stones.

Scientific tests

1. Infiltration testsPermeability of the surface, joint material 1/3 mm.
Dr. S–nke Borgwardt
2. Expansion testIn order to furnish proof of the horizontal interlocking effect.
Dr. Ing. Rolf Leutner, professor at the technical university of Brunswick
3. Drive over testReaction of the paving surface once submitted to the surface test machine
Proof of the vertical and horizontal interlocking effect.
Prof. Dr.-Ing. Klaus Krass, Institute for public thoroughfare, Ruhr-Universit”t Bochum
4. Measuring of traffic noisea) Driving perpendicularly to the horizontal joints
b) Driving diagonally to the horizontal joints
TĐV-Automotive (former FIGE), Herzogenrath.