as-Nzs 4671-2001 Standard SL51.5 SL41.5 Concrete Construction Reinforcement Welded Steel Wire Mesh
SL51.5/ SL41.5 construction reinforcement mesh by AS-NZS 4671-2001 standard Construction reinforcement mesh was made by
Description
Basic Info
Model NO. | SL51.5 SL41.5 |
Certification | ISO9001, CE |
Condition | New |
Tensil Strength | >515MPa |
Yeild Strength | >500MPa |
Agt | 1.03 |
Standard | AS/NZS 4671 |
Transport Package | Bundle &Pallet |
Specification | 2.4m x6m |
Trademark | Rocicmhy |
Origin | China |
HS Code | 73142000 |
Production Capacity | 120000tons |
Product Description
SL51.5/ SL41.5 construction reinforcement mesh by AS-NZS 4671-2001 standard
Construction reinforcement mesh was made by plain steel wire.It main used on building construction complied with standard AS NZS 4671-2001.
The material is 250N,500N,500L,300E,500E ,the mesh size is 150x150mm, wire diameter is 5.3mm and 4.0mm and the overhang length is in both sides. These specificate is very pouplar in New Zealand civil engineering field.
More features of construction reinforcement mesh and ours as below:
- high quality raw material
- electric resistance welding machine made it which has firmly solder join,size precision,and appearance good-looking
- Professional management team
- Complete QC rules and regulations
- A full of laboratory testing instruments
Packing and shipment of construction reinforcement mesh by AS-NZS 4671-2001 standard:
Advantage of construction reinforcement mesh by AS-NZS 4671-2001 standard:
- Save 30% of steel bar dosages
- Reduce 50%-70% work time,improve construction progress and shorten construction period.
- Cut down 5%-10% construction cost
- Used widely,it has a good market development prospects.
How can we measure our construction reinforcement mesh:
Tensile stregth test of construction reinforcement mesh as per contract | Wire diameter of construction reinforcement mesh messured as per contract |
Overhang of construction reinforcement mesh messured | Mesh spaces of construction reinforcement mesh messured, |
Width of construction reinforcement mesh messured as per contract | Lengh of construction reinforcement mesh messured as per contract |
Application of construction reinforcement mesh by AS-NZS 4671-2001 standard:
building construction,highway road reinforcement,bridge support,tunnel reinforced,mine and coal reinfocing
The production process of construction reinforcement mesh by AS-NZS 4671-2001 standard:
The specification of construction reinforcement mesh by AS-NZS 4671-2001 standard as below:
concrete reinforcing mesh specification | ||||||||
Mesh Type and reference number | Longitudinal bars | Cross-bars | Mass for 6x2.4m sheets | Cross-sectional area/m width | ||||
No. x dia., mm | Pitch,@mm | No. x dia., mm | Pitch,@mm | Unit area,kg/sqm | Sheet,kg | Long'l bars,sqmm/m | Cross bars,sqmm/m | |
structural | ||||||||
SE92 | 13 X9.0 | 200 | 30 X9.0 | 200 | 5.0 | 75 | 318 | 318 |
SE82 | 13 X8.0 | 200 | 30 X8.0 | 200 | 3.9 | 59 | 251 | 251 |
SE72 | 13 X7.0 | 200 | 30 X7.0 | 200 | 3.0 | 45 | 192 | 192 |
SE62 | 13 X6.0 | 200 | 30 X6.0 | 200 | 2.2 | 33 | 141 | 141 |
Non-structural | ||||||||
SL51.5 | 17 X5.3 | 150 | 40 X5.3 | 150 | 2.2 | 32 | 147 | 147 |
SL41.5 | 17 X4.0 | 150 | 40 X4.0 | 150 | 1.3 | 19 | 84 | 84 |
3.Each sheet of reinforcing mesh panel shall include number of bars,pitch,length,width, and overhang dimensions. And the bar arrangement of reinforcing mesh panel has single bars,twin bars or combination of single bars and twin bars.
4.The technical data of reinforcing mesh panle is contained composition and characteristic mechanical porperties of reinforcing steels.
4.1.1
Table1
Composition of reinforcing steels
Type of analysis | Chemical composition,% max | |||||||
All grades | Carbon equivalent value(Ceq)for standard grades | |||||||
C | P | S | 250N | 500L | 500N | 300E | 500E | |
Cast analysis | 0.22 | 0.050 | 0.050 | 0.43 | 0.39 | 0.44 | 0.43 | 0.49 |
Products analysis | 0.24 | 0.055 | 0.055 | 0.45 | 0.41 | 0.46 | 0.45 | 0.51 |
Table 2
Characteristic mechanical properties of reinforcing steels
Property | 250N (Note1) | 500L (Note1) | 500N | 300E (Seismic) | 500E (Seismic) | Type of specified value |
Yield Stress(Mpa) RekL RekU | ≥250 --------- | ≥500 ≤750 | ≥500 ≤650 | ≥300 ≤380 | ≥500 ≤600 | CvL:p=0.95 CvU:p=0.05 |
Ratio Rm/Re | ≥1.08 --------- | ≥1.03 ----------- | ≥1.08 -------- | ≥1.15 ≤1.50 | ≥1.15 ≤1.40 | CvL:p=0.90 CvU:p=0.10 |
Unitform Elogation Agt(%) | ≥5.0 | ≥1.5 | ≥5.0 | ≥15.0 | ≥10.0 | CvL:p=0.90 |
- Grade 250N is supplied as plain round reinforcing steel complying with AS 3679.1,exceptthe tolerance of the diameter and roundness dosen't apply it.
- For 500L steel bars,only requriement for wire diameter is less than 5.0mm is RekL≥500
Material certificate of reinforcing mesh as below:
Firstly,we purchase the material from Steel Factory and inspect chemical composition and mechnical property of reinforcing mesh panel in our in-house laboratary according to AS 1554.3.
Secondly,the panel size tolerances meassure way as:
- Panel Size dimensions≤6m in length,there is 40mm tolerances.
- Panel size dimensions>6m in length,the tolerance is ±0.7%
- Wire diameter and mesh size measure and weld shear resistance test conformance to AS NZS 4761-2001 and as per contract.
- Weigh the each bundle weight to calculate each panel weight.
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