325 Basement Block
From 1st July 2009 the Civil Engineering products range was integrated into Anderton Concrete, also a CRH company, based in Northwich, Cheshire. For all sales enquiries please call 01606 535300.

The new 325 Basement Block enables the fast construction
of single skin cantilever retaining walls up to 3.8 metres high
and, at 325mm wide, it is dimensioned to carry 2 x 100mm leaves
plus insulation and cavity. Taller walls may also be
constructed subject to design parameters.
Available in full length; half-length and plain end/corner units,
325 Basement Block is laid to half running bond and yet retains all
the smooth filling benefits of the traditional system.
325 Basement Block's unique design enables horizontal reinforcement
to be placed adjacent to either block face, or both if required, to
ensure that maximum strength is achieved just where it's needed.
And, at less than 20kg, each 325 Basement Block is well within the
HSE guidelines for a single man repetitive lift. Proven in use on
applications the length and breadth of the UK, this is a truly
Modern Method of Construction.
Designing with Stepoc
| Bar Diameter | 162mm | 325mm |
|---|---|---|
| 10 | 485 | 242 |
| 12 | 698 | 348 |
| 16 | 1241 | 619 |
| 20 | 1940 | 967 |
| 25 | 3030 | 1511 |
Area of reinforcement (mm²/m) for various bar diameters to coincide with void pattern.
Specification
Composition and Manufacture:
Stepoc blocks
are manufactured to fine tolerances using aggregates which satisfy
BS EN 12620:2002 and cement to BS EN 197-1:2000. They are
manufactured to BE EN 15435:2008
Dimensions: 325 x 325 x 225mm
Weight: 19.6kg
Characteristic Compressive Strength (fk): 18.0
N/mm²
Manufacturing Tolerances (mm):
Height: +2,
-2
Length: +2, -2
Width: +2, -2
Concrete Infill: 0.19m³ per m² of wall
Fire Resistance:
Minimum fire resistance: 2 hours. For specific applications refer
to BS 8110 Part 1 1997.
Resistance to Frost Damage:
The Stepoc system
is resistant to the freeze-thaw conditions that are likely to occur
below a damp proof course.
Resistance to Sulphate Attack:
Stepoc has adequate resistance to Class DS-3 sulphate ground
conditions.
Step by step Construction Sequence
- The concrete foundation needs to be level.
- Vertical reinforcing bars are cast into the foundation at specific spacings.
- The first course is bedded on mortar.
- The horizontal reinforcing bars are tied to the vertical bars using tie wire.
- The blocks are stacked dry to the height of the first pour.
- The vertical faces should be checked on alternative courses for plumb.
- Concrete is preferably pumped into the blocks, using a minimum
C35/28 concrete with a minimum slump of 150mm and a maximum
aggregate size of 10mm
Alternative methods to pumping may be used, provided that the fresh concrete can flow in a similar manner to pumped concrete and that the method of transportation and placing does not incur an additional risk to the stability of the wall. Mechanical vibration is unnecessary, and should not be used.
For further details please contact the Anderton Technical department on 01606 530159 or 07884 234909
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