Slab mesh reinforcement for footing slab, beam and piers
The is used on footing construction, beam and piers of waffle rafts. The slab mesh was made by Heyou wire mesh factory accordance with AS NZS 4671-2001.
the popular specification is SL102, SL92, SL82, SL72, SL63, SL53, L8TM, L11TM, L12TM in the Australia and New Zealand civil engineeing. The slab mesh reinforcement includes and trench mesh. Aoriding to different construction site, they use the spcification of slab meshes are difference.
The full of slab mesh reinforcement specification as below:
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REINFORCING MESH TO AS/NZS4671: 2001 / TRENCH MESH |
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|
Code |
STD UNIT |
LONGITUDINAL WIRES |
CROSS WIRES |
MASS / KG |
|
|
L8TM200 |
6 Metre |
3 x 7.60 @ 100 |
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|
L8TM300 |
6 Metre |
4 x 7.60 @ 100 |
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|
L8TM400 |
6 Metre |
5 x 7.60 @ 100 |
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|
L8TM500 |
6 Metre |
6 x 7.60 @ 100 |
|||
|
L8TM600 |
6 Metre |
3 x 7.60 @ 100 |
|||
|
L8TM2400 |
6 Metre |
25 x 7.60 @ 100 |
72 |
||
|
L11TM200 |
6 Metre |
3 x 10.70 @ 100 |
13 |
||
|
L11TM300 |
6 Metre |
4 x 10.70 @ 100 |
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|
L11TM400 |
6 Metre |
5 x 10.70 @ 100 |
|||
|
L11TM500 |
6 Metre |
6 x 10.70 @ 100 |
|||
|
L11TM600 |
6 Metre |
7 x 10.70 @ 100 |
34 |
||
|
L11TM2300 |
6 Metre |
24 x 10.70 @ 100 |
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|
L12TM200 |
6 Metre |
3 X 11.90 @ 100 |
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|
L12TM300 |
6 Metre |
4 X 11.90 @ 100 |
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|
L12TM400 |
6 Metre |
5 X 11.90 @ 100 |
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|
L12TM500 |
6 Metre |
6 X 11.90 @ 100 |
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|
L12TM600 |
6 Metre |
7 X 11.90 @ 100 |
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|
RIBBED RECTANGULAR MESH |
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|
Code |
STD UNIT |
LONGITUDINAL WIRES |
CROSS WIRES |
MASS / KG |
|
|
RL718 |
6 x 2.4m Sheet |
25 x 6.75 @ 100 |
30 x 7.60 @ 200 |
67 |
|
|
RL818 |
6 x 2.4m Sheet |
25 x 7.60 @ 100 |
30 x 7.60 @ 200 |
79 |
|
|
RL918 |
6 x 2.4m Sheet |
25 x 8.60 @ 100 |
30 x 7.60 @ 200 |
93 |
|
|
RL1018 |
6 x 2.4m Sheet |
25 x 9.50 @ 100 |
30 x 7.60 @ 200 |
109 |
|
|
RL1118 |
6 x 2.4m Sheet |
25 x 10.70 @ 100 |
30 x 7.60 @ 200 |
130 |
|
|
RL1218 |
6 x 2.4m Sheet |
25 x 11.90 @ 100 |
30 x 7.60 @ 200 |
157 |
|
|
REINFORCING MESHTO AS/NZS4671:2001 / RIBBED SQUARE MESH 6.0 X 2.4 METRES |
|||||
|
Code |
STD UNIT |
LONGITUDINAL WIRES |
CROSS WIRES |
MASS / KG |
|
|
SL52 |
6 x 2.4m Sheet |
10 x4.77 @ 200 + 4 x 4.00 @ 100 |
30 x 4.77 @ 200 |
21 |
|
|
SL62 |
6 x 2.4m Sheet |
10 x 6.00 @ 200 + 4 x 4.24 @ 100 |
30 x 6.00 @ 200 |
33 |
|
|
SL72 |
6 x 2.4m Sheet |
10 x 6.75 @ 200 + 4 x 4.77 @ 100 |
30 x 6.75 @ 200 |
41 |
|
|
SL82 |
6 x 2.4m Sheet |
10 x 7.60 @ 200 + 4 x 5.37 @ 100 |
30 x 7.60 @ 200 |
52 |
|
|
SL92 |
6 x 2.4m Sheet |
10 x 8.60 @ 200 + 4 x 6.00 @ 100 |
30 x 8.60 @ 200 |
66 |
|
|
SL102 |
6 x 2.4m Sheet |
10 x 9.50 @ 200 + 4 x 6.75 @ 100 |
30 x 9.50 @ 200 |
80 |
|
|
SL81 |
6 x 2.4m Sheet |
25 x 7.60 @ 100 |
60 x 7.60 @ 100 |
105 |
|
|
SQUARE MESH 300 X 300 SPACINGTO AS/NZS4671: 2001 |
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|
Code |
STD UNIT |
LONGITUDINAL WIRES |
CROSS WIRES |
MASS / KG |
|
|
SL53 |
6 x 2.4m Sheet |
6 x 5.00 @ 300 |
20 x 5.00 @ 300 |
14 |
|
|
SL63 |
6 x 2.4m Sheet |
6 x 5.00 @ 300 |
20 x 5.00 @ 300 |
21 |
|
|
NL= Number of longitudinal bars PL= pitch of longitudinal bars dL= diameter of longitudinal bars NC=Number of transverse bars PC=Pitch of transverse bars dC=Diameter of transverse bars |
L= length of longitudinal bar B=Length of transverse bar u1=Overhang of longitudinal bars u2=Overhang of longitudinal bars u3=Overhang of transverse bars u4= overhang of transverse bars |
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