WORKING PRINCIPLE

The gap is bridged by cantilever fingers. Solid and fatigue-resistant finger elements with a maximum length of 2 m are bolted in two rows to the rigid cast in steel sub-structure. Anchorage is done by reliable non-tensioned diaphragm/loop elements (and due to fatigue-safety not by post-tensioned anchors as some older finger joint designs).

Below the fingers a generously dimensioned and mechanically clamped, replaceable gutter made from reinforced elastomer, (in conveyor belt quality) takes care of prompt and safe drainage into a bridge duct system, thus also granting additional safety against aquaplaning. This gutter requires low maintenance, and is largely self-cleaning due to it's optimal slope; it can also be easily cleaned through the gaps between the fingers with high pressure water.

The surface of the fingers is coated with a special grip material. This grip coating consists of high abrasive and extreme hard special gravel embedded into epoxy-resin, which further reduces the already low noise level and grants unequalled skid resistance. This coating offers unique riding comfort in connection with the rather broad design. Cable ducts and similar attachments to pavement areas can be easily managed by means of a compact sliding plate design.

Solid and rigid execution of all details and the absence of wearable parts enables proper function throughout the full life period of the whole structure.

   
 

TRANSGRIP Finger-joints designed in conjunction with a concrete transition strip on both sides can be installed after surfacing of the structure and adjacent trafficked area, and therefore offer best riding comfort due to the avoidance of level differences.The connection to a watertight membrane is achieved by a hot joint filler.

Designed directly with pavement connection, it has a generously dimensioned steel angle piece to connect to the membrane, which can be equipped with a mechanical clamp on demand.

Rigid steel sub-structures have large scale openings for the pouring and vibrating of cast-in concrete. Non-assembled delivery is possible for lane by lane installation. Galvanised lost formwork is supplied in any case.

If required the membrane, which draws off water, can be delivered detachable from top or bottom. Additional maintenance openings can be situated in the pavement area.

 
Safety device for bicycle traffic
Skew joint design
   
Standard Dimensions
Block out
Bicycle safety device Central position
Type
Movement
B
S
D
A
H
B
S
 
mm
mm
mm
mm
mm
mm
mm
mm
F80
± 40
555
145
25
420
320
---
---
F140
± 70
765
235
35
480
330
---
---
F200
± 100
897
325
45
500
340
972
400
F260
± 130
1091
419
55
550
350
1167
495
F320
± 160
1283
511
65
600
360
1357
585
F380
± 190
1479
605
75
650
370
1554
680
F440
± 220
1573
699
80
650
380
1649
775
Larger movements and skew joint design on request.