DMW 130

DMW Cutter Wheels

  • DMW 130

  • DMW 130

  • DMW 130

  • DMW 130

  • DMW 130


Recommended excavator weight18 – 35 t
Rated power130 kW
Cutting width (A)80 I 130 I 200 mm
Maximum torque at 380 bar21,000 Nm
Recommended oil flow at 150 bar230 – 300 l/min
Maximum oil flow at 10 bar340 l/min
Maximum operating hydraulic pressure380 bar
Weight of drive unit, approx. 1,150 kg
Weight of dipping device, approx.300 kg
Weight of protection cover, approx. 55 kg
Wheel 400
Cutting depth (B)400 mm
Cutting depth with shoe300 mm
Cutter wheel diameter1,210 mm
Cutting force at 205 bar34,711 N
Maximum rebar diameter in re-enforced concrete  1)20 mm
Maximum uniaxial compressive strength100 MPa
Weight of cutter wheel, approx.  2)400 kg
Wheel 600
Cutting depth (B)600 mm
Cutting depth with shoe500 mm
Cutter wheel diameter1,610 mm
Cutting force at 205 bar26,087 N
Maximum rebar diameter in re-enforced concrete  1)20 mm
Maximum uniaxial compressive strength80 MPa
Weight of cutter wheel, approx.  2)800 kg
Wheel 800
Cutting depth (B)800 mm
Cutting depth with shoe700 mm
Cutter wheel diameter2,010 mm
Cutting force at 205 bar20,896 N
Maximum rebar diameter in re-enforced concrete  1)16 mm
Maximum uniaxial compressive strength60 MPa
Weight of cutter wheel, approx.  2)1,250 kg

KEMROC DMW 130 cutter wheel removes temporary tunnel invert
Construction of the A44 motorway makes progress

Difficult geological conditions encountered during the excavation of the Trimberg Tunnel, a section of the new German A44 Kassel – Herleshausen motorway, resulted in the contractor having to stabilize the tunnel invert temporarily by installing a shotcrete layer. A KEMROC DMW 130 cutter wheel mounted on a 23 t excavator proved itself when used later on to remove the temporary structure. The concrete could be separated cleanly from the rock substrate and be recycled as a valuable construction material.

Construction of the new German A44 motorway, linking the A7 motorway near Kassel to the A4 motorway near Herleshausen, involves several types of engineering work which makes it a truly challenging infrastructure project. This includes the excavation of the 600 m long twin tube Trimberg Tunnel using traditional tunneling methods in a location with a long history of mining. The tunnelling contractors at the HOCHTIEF / Züblin Consortium had to contend with difficult geological conditions; subsidence and loose boulders were encountered in both tunnel tubes for a length of 250 m in the predominantly sandstone rock. For these reasons, the client, DEGES specified that the base of the excavated tunnel should be stabilized using a temporary layer made from shotcrete.

Breakthrough of the North Tube of the Trimberg Tunnel took place in April 2019 and thereafter the contractor started removal of the temporary base layer. A 23 t excavator fitted with a KEMROC DMW 130 cutter wheel was purchased specifically for this project and finally proved to be a good investment.

Cutting Cleanly Though Rock and Concrete

The KEMROC DMW cutter wheels have double hydraulic motors and there are four sizes in the range to suit excavators from 14 to 60 t operating weight. The two high-torque hydraulic motors provide high levels of drive power and cutting force. As a result, the machines develop high productivity levels, even in hard rock and heavily reinforced concrete. The manufacturer, KEMROC, offers a range of wheels with dimensions to suit cutting depth to 1,000 mm and width of 400 mm.

For the demolition project in the Trimberg Tunnel, a DMW 130_600_130 cutting wheel (nominal power 130 kW) was chosen with 130 mm cutting width and 600 mm cutting depth. With this size wheel, the contractor achieved a remarkable cutting performance of 15 – 20 m/h. Using a cutter wheel also enabled the contractor to use a very efficient demolition process. The first step was to use the wheel to cut out a section approx. 2 x 2 m. This section was detached from the bedrock using a wheel loader or excavator. The detached concrete was then loaded into a dumper and transported to a processing plant at the tunnel portal. From there it was taken off site by a waste disposal company as recycled material.

In autumn 2019, demolition of the temporary concrete base in the north tube of the Trimberg tunnel was completed. Later on, work was completed before the end of the year also in the south tube. And here, too, the KEMROC cutter was used for the required demolition work. According to DEGES, a total of 125,000 m³ of concrete have been removed from the two tunnel tubes in this tunnelling project. Dipl.-Ing. Björn Döppner, site manager at consortium partner Züblin, confirmed that the amount of shotcrete removed from the site after demolition was well within expected levels: “By using the cutter wheel, we could remove the shotcrete without contaminating it with bedrock. This would not have been possible if we had used a breaker or drilling and blasting as our demolition method. This saved our client considerable disposal costs. Using the cutter wheel requires a certain degree of sensitivity in the excavator operator. But, unlike using a breaker, the work is pleasantly vibration-free for man and machine.”