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  • Trench mesh reinforcement for footing slab construction and Waffle rafts beam and piers

  • Trench mesh reinforcement for footing slab construction and Waffle rafts beam and piers

Trench mesh reinforcement for footing slab construction and Waffle rafts beam and piers

Trench mesh reinforcement is welded by galvanized low carbon steel wire or high quality low carbon steel wire

PRODUCT DESCRIPTION

Trench mesh reinforcement is welded by galvanized low carbon steel wire or high quality low carbon steel wire

It divided the shape: trapezoid, triangle, two bars and three bars welding. The trench mesh reinforcement is always used on foundation construction, residential slabs, footing construction and pier beam.

Specification of trench mesh reinforcement

Surface treatment:galvanized or drawn wire

Material: R250N, D500N, D500L, D300E, D500E

The Tensile strength is 300Mpa.

The trench mesh was produced by standard AS NZS 4671-2001

Width: 0.2m - 2.3m

Length: 6m

REINFORCING MESH TO AS/NZS4671: 2001 / TRENCH MESH
CodeSTD UNITLONGITUDINAL WIRESCROSS WIRESMASS / KG
L8TM2006 Metre3 x 7.60 @ 1004.00 @ 3006.8
L8TM3006 Metre4 x 7.60 @ 1004.00 @ 3009.2
L8TM4006 Metre5 x 7.60 @ 1004.00 @ 30011.6
L8TM5006 Metre6 x 7.60 @ 1004.00 @ 30013.9
L8TM6006 Metre3 x 7.60 @ 1004.00 @ 30015.9
L8TM24006 Metre25 x 7.60 @ 1004.00 @ 30072
L11TM2006 Metre3 x 10.70 @ 1004.77 @ 30013
L11TM3006 Metre4 x 10.70 @ 1004.77 @ 30017.7
L11TM4006 Metre5 x 10.70 @ 1004.77 @ 30022.3
L11TM5006 Metre6 x 10.70 @ 1004.77 @ 30026.8
L11TM6006 Metre7 x 10.70 @ 1004.77 @ 30034
L11TM23006 Metre24 x 10.70 @ 1004.77 @ 300107.1
L12TM2006 Metre3 X 11.90 @ 1004.77 @ 30016.3
L12TM3006 Metre4 X 11.90 @ 1004.77 @ 30021.8
L12TM4006 Metre5 X 11.90 @ 1004.77 @ 30027.3
L12TM5006 Metre6 X 11.90 @ 1004.77 @ 30032.8
L12TM6006 Metre7 X 11.90 @ 1004.77 @ 30038.1


Trench mesh reinforcement for footing slab construction and Waffle rafts beam and piers

And Alls of using is accordance to AS NZS 2870-2011.

1. Footing slap

The reinforced footing: the preportions for the tied edge beam apply only where there is a structural connection by concrete-to-concrete contact tied with fitments.

The trench mesh is used on bottom reinforcement. The site and the type of construction difference cause we select the specification of the trence mesh reinforcement is different.

2. Waffle rafts beam and piers

The waffle rafts for a one-storey building for clad frame or masonry veneer on moderately or highly reactive sites may be supported on piers as follows without structural design of the waffle raft:

(a). pier to be located on the intersection of every third internal beam.

(b). An additional N12 bar at the top to be provided in the internal beams intersecting the piers, but no shear fitments are required.