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GRUNDODRILL 7XP bores under a highway in South Africa

Rolkon Trenchless Technologies is a small company in Durban, South Africa, and is affiliated to TTSA who are based in Johannesburg. They are a rapidly growing, civil enterprise that seeks to supply a reputable service in the trenchless technology market. Rolkon recently carried out a major road crossing beneath the N3 toll route highwa using the GRUNDODRILL 7XP HDD system.





With well trained and dedicated teams, as well as a wide variety of specialised trenchless equipment, endeavour to provide sustainable service delivery for all trenchless requirements. Rolkon has a skilful and competent labour resource; with some of our key team members having many years experience within the industry.

Rolkon recently carried out a major road crossing beneath the N3 toll route highway, opposite PPC cement, Germiston, South Africa, using the latest Horizontal Directional Drilling technique.

Rolkon's previous experience with No Dig techniques has been with their ever-growing range of GRUNDOMAT soil displacement hammers. Due to Rolkon’s continued success they decided to expand their trenchless capabilities and purchased a GRUNDODRILL 7X plus from the TT Group product supplier Reef Pneumatics based in Primrose, Germiston near Johannesburg.

 

 

 

The GRUNDODRILL 7X plus combined with the MA010 mixing system arrived in Durban early 2011 Rolkon/Reef then subsequently employed the services of TT-UKs Horizontal Directional Drilling (HDD) specialist Jim Albarella to carry out a thorough training and technical/transfer to Rolkon’s designated drilling crew. One practice bore was carried out beneath a grass verge before attempting the N3 toll route highway project.

 

 

Drill_7XP_Rolkon_SA

Rolkon’s Drilling team discussing the bore plan prior to the directional drilling beneath the N3 Highway.

 

The N3 toll route highway bore length crossing was 64 metres, a pilot bore was carried out across the highway which took 2.5hours to complete. The ground conditions were a mixture of bolder rock and sandy clays, the bolder rock in various parts of the bore was very difficult at times and a great deal of patience was needed to negotiate through difficult areas of the bore. Once the pilot bore was completed a pre-reaming operation was carried out using a 155 back reamer at the same time drill rods were added to the special adapter on the back reamer. These were pulled into the pilot bore which ensured that the borehole was not lost during the pre-reaming operation.

Drill_7XP_Rolkon_SA_Title
The GRUNDODRILL 7XP carrying out the 64 metre pilot bore; with the safety barrier on the edge of the motorway in the background.

Once the pre-reaming operation had been completed the back reamer was exchanged with a Grundoream body 2, this type of back reamer has exchangeable cutting blades, the size of blades used was 350mm. As the Grundoream was pulled into the bore to expand the bore diameter the 3x110mm PE pipes SDR 17 which would subsequently house electric cables were installed at the same time. This final part of the back reaming operation took 4.5 hours to complete due to the challenging ground conditions of bolder rock and sandy clays.

Finally the bundle of PE pipes were installed to the satisfaction of the client Eskom.


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