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Sheet Piling of Tankput 19 VOPAK Terminal Rotterdam,
Netherlands
Project Description
ESC after working very closely with Europile BV in the Netherlands for several years
experienced the first breakthrough into Europe with this order.
VOPAK Terminal in Rotterdam, Netherlands needed to have an impervious fire proof barrier put
in place under the Netherlands Government legislation. The oil tanks had to have a perimeter that
would withstand the possible scenario of a massive failure of the tanks and all the contents
flowing out into the surrounding area. In addition, this liquid could well be on fire at the time so
the perimeter had to cater for this potential issue as well. Several alternatives were lobbied by
various contractors.
Geka Bouw B.V. won the project with a sheet pile option supplied by ESC. ESC worked closely
with Geka Bouw B.V. through its agent in Europe, Europile B.V..
Calculations were carried out by ESC in order to ensure that the stringent requirements of the
Client (Royal Vopak N.V.) and the Contractor were met whilst at the same time the budget
constraints needed to be adhered to.

Figure 1 Loading of the containers for shipping
| Item |
VOPAK TERMINAL, ROTTERDAM |
Sheet Piles –
ESC-EU12 in 8 metre lengths |
190 tons |
Sheet Piles –
ESC-EU12 in 9 metre lengths |
214 tons |
| Capping Beam in 11.8 metre lengths |
21 tons |

Figure 2 Sheet Pile Section Details

Figure 3 Here we see the loading container properly secured for its sea journey to Rotterdam
All sheet piles were painted on the top 4 metres (both sides) with 375 microns of Jotamastic 87
black paint. The capping beams were completely coated using the same paint and thickness. All
painting works were carried out in the ESC factory in China.
Extra clutches were sent along with the shipment to ensure that if any special corners were
needed to be turned or obstacles caused a variation in the driving line then Geka Bouw BV was
able to perform the onsite fabrication without any delays to the project timetable.
All deliveries for the project were carried out in December 2007.

Figure 4 Installation is underway on the site

Figure 5 During installation a simple guide was used to ensure the piles maintained a straight finish

Figure 6 Ongoing installation at site

Figure 7 The installation of the perimeter wall is nearing completion

Figure 8 Installation is almost completed for the first section
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