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the Mabey Group

  Trench Sheeting


   trench sheeting


Mabey Hire's range of sheeting has been designed to cover a range of uses in both permanent and temporary works.

  • The overlapping range can be used for a wide range of applications from the digging and placing of short sheets in shallow excavations, to full driving to depth in deep excavations.
  • The interlocking range can be used for applications ranging from shallow river bank protection to deep, large area cofferdams.
  • All the sections are well matched for use with our hydraulic support systems
  • Most sections are available for hire and sale.
  • The M7/M11 light duty waling is used in conjunction with the M7 or M11 interlocking trench sheet, typically for river/canal bank protection.
  • Also available are tie bars (standard length 1.8m) and anchor piles.
Interlocking
M7-M11 Available in plain and galvanised finish
corner Sheets available

Mabey M7 Sheeting - for sale only



Mabey M11 Light Piling



Multilock 500/4



M15 Sheeting


Overlapping
M7-M8-12 Available in plain and galvanised finish



Mabey M6 Sheeting



Mabey M8 Light Piling



Mabey M12 Light Piling



Multisheet 500/6


Mabey M7/M11 Light Duty Waling - galvanised finish - for sale only



Tie Rods - self colour - for sale only
Standard Length: 1800mm (other lengths available on request)
Diameter: 20mm



(M16 x 70 long bolt sets also available)

Section  t  h  e  w  Weight per
Metre of Pile
 Section
Modulus per
Metre of Wall
 Allowable
Bending Moment
- Temp. Works
 Allowable Bending
Moment Capacity
- Temp. Works
  (mm) (mm) (mm) (mm) (kg/m) (cm³/m)  kNm/m run+ kNm/m run++
M7* 3.55 38.0 406 430 14.35 51.20 8.7 -
M11 3.55 84.0 400 422 16.40 138.00 23.4 -
Multilock 500/4 4.00 75.0 520 550 24.30 118.30 - 55.0
M15 6.00 75.0 494 535 33.53 186.00 - 50.0
M6 3.55 38.0 394 405 12.50 46.60 7.9 -
M8 6.00 50.0 585 610 31.79 93.00 21.8 -
M12 6.00 87.5 550 575 31.79 182.00 42.7 -
Multisheet 500/6 6.00 75.0 480 500 31.60 178.20 - 66.0
+ The allowable bending moments in this column are calculated values based on working stresses not exceeding the material yield stress divided by 1.5.

++   The bending moment capacities in this column are based on bending tests to failure on four of each sheet. The characteristic bending resistances resulting from the tests have been divided by 1.5 to give the working capacities quoted.

* If ordered in HR15 grade, the allowable bending moment depends on the actual yield strength of the material and may be no less than quoted in the table.
tel: 01924 460 601  |  fax: 01924 457 932
Copyright © Mabey Hire Limited 2007  
tel: 01924 460 601  |  fax: 01924 457 932
Copyright © Mabey Hire Limited 2007