Matador - Bonn & Mees
Matador - Bonn & Mees
Matador - Bonn & Mees
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Need a lift ?
Call Sign<br />
PFWJ<br />
Classification<br />
Bureau Veritas<br />
1 ✠ Hull<br />
Pontoon No Propulsion<br />
Year of Construction<br />
1970<br />
Dimensions<br />
Length o.a. 45.08 m<br />
Beam 20.10 m<br />
Depth 3.60 m<br />
Draught 1.60 m<br />
Gross Tonnage 896<br />
Nett Tonnage 268<br />
Accommodation<br />
5 persons<br />
Seagoing Floating Sheerlegs<br />
400 Tons Lifting Capacity<br />
Anchor Winces<br />
Aft:<br />
2 x 7.5 T winch with cap. for 275 m. of 38 mm wire rope<br />
Forward:<br />
1 x 7.5 T winch with cap. for 150 m. of 39 mm chain<br />
Mooring Winches<br />
Aft:<br />
2 x 7.5 T winch with cap. for 275 m. of 24 mm wire rope<br />
Forward:<br />
4 x 7.5 T winch with cap. for 275 m. of 24 mm wire rope<br />
Lifting Capacity<br />
See diagram<br />
<strong>Matador</strong><br />
400 tons
Call Sign<br />
PFWA<br />
Classification<br />
Bureau Veritas<br />
1 ✠ Hull<br />
Pontoon No Propulsion<br />
Year of Construction<br />
1976<br />
Dimensions<br />
Length o.a. 45.08 m<br />
Beam 20.10 m<br />
Depth 3.60 m<br />
Draught 1.60 m<br />
Gross Tonnage 896<br />
Nett Tonnage 268<br />
Accommodation<br />
5 persons<br />
Anchor Winces<br />
Aft:<br />
2 x 7.5 T winch with cap. for 275 m. of 38 mm wire rope<br />
Forward:<br />
1 x 7.5 T winch with cap. for 150 m. of 39 mm chain<br />
Mooring Winches<br />
Aft:<br />
2 x 7.5 T winch with cap. for 275 m. of 24 mm wire rope<br />
Forward:<br />
4 x 7.5 T winch with cap. for 275 m. of 24 mm wire rope<br />
Lifting Capacity<br />
See diagram<br />
<strong>Matador</strong> 2<br />
400 tons<br />
Seagoing Floating Sheerlegs<br />
400 Tons Lifting Capacity
Call Sign<br />
PBHF<br />
Classification<br />
Bureau Veritas<br />
I 3/3<br />
Pontoon No Propulsion<br />
Year of Construction<br />
2002<br />
Dimensions<br />
Length o.a. 70.00 m<br />
Beam 32.00 m<br />
Depth 6.00 m<br />
Draught 3.00 m<br />
Gross Tonnage 3898<br />
Nett Tonnage 1169<br />
Accommodation<br />
8 persons<br />
Anchor Winces<br />
Aft:<br />
2 x 30 T winch with cap. for 600 m. of 38 mm wire rope<br />
Forward:<br />
1 x 15 T winch with cap. for 250 m. of chain<br />
Mooring Winches<br />
Aft:<br />
2 x 30 T winch with cap. for 600 m. of 38 mm wire rope<br />
Forward:<br />
2 x 30 T winch with cap. for 600 m. of 38 mm wire rope<br />
2 x 15 T winch with cap. for 250 m. of 24 mm wire rope<br />
Lifting Capacity<br />
See diagram<br />
<strong>Matador</strong> 3<br />
1500 tons<br />
Seagoing Floating Sheerlegs<br />
1500 Tons Lifting Capacity
Projects
Salvage<br />
Offshore Installation<br />
and Wind Energy<br />
<strong>Bonn</strong> & <strong>Mees</strong><br />
Drijvende Bokken BV<br />
- Healthy, privately owned company since 1887<br />
- The oldest floating sheerlegs company in Holland<br />
- 3 Seaworthy sheerlegs with capacities up to 1800 tons<br />
- 2 Tug boats<br />
- Well qualified crew with long-term employments<br />
- Partner with proven reliability<br />
Civil<br />
Construction
Heavy Lifting Shipbuilding<br />
Breakbulk<br />
Working with sheerlegs<br />
is our core business<br />
- Certified Safety System<br />
- Since 2002 extensive experience in offshore projects<br />
- Therefore well trained and competent staff,<br />
both onboard and in project organization<br />
- Advanced technology onboard
Detailed engineering will be<br />
done by 3D models generating<br />
2D lifting drawings. Using 3D<br />
software shows possible clashes<br />
in an early stage before the<br />
actual lifting even starts.<br />
Why we recommend engineering is an early stage:<br />
- Optimum rigging design<br />
- Design for bumpers and guides to create<br />
maximum operational criteria<br />
- Detect clashes by simulating the lifting process<br />
- Maximum workability<br />
- Cost reduction<br />
Engineering<br />
Sluisjesdijk 123 - 3087 AE Rotterdam - The Netherlands<br />
Tel: +31 – (0)10 429 05 44 - Fax: +31 – (0)10 429 42 70<br />
E-mail: info@bonn-mees.com - Website: www.bonn-mees.com<br />
The offshore operating criteria will be based on<br />
project specific dynamic analyses. Maximum<br />
allowable wave conditions are determined by<br />
using AQWA 3D diffraction software in multi-body<br />
simulations.