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Warranty: | 5 Years |
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Heyou wire mesh factory can supply reinforcement meshes accordance to Normes Francaises NF A 35 016-1996. The material of reinforcement meshes of which chemical component and mechnical properties is suit for Norm NF EN10020 is FeE500-2 or FeE500-3.
The Mechenical properties of FeE500-2 and FeE500-3 as below:
Material No. | Limite supérieure d' écoulement RaH N / mm2 1) | Rapport Rm / ReH | Total elongation at maximum load, Agt % | |||
Valeur du fractiles | borne frontière | Valeur du fractiles | borne frontière | Valeur du fractiles | borne frontière | |
FeE500-2 | 500 | 475 | 1.03 | 1.01 | 2.5 | 2 |
FeE500-3 | 500 | 475 | 1.08 | 1.05 | 5 | 4 |
1) 1N/mm2 = 1MPa | ||||||
2) Rm = Tensile strength |
mesh type | diameter of wire (mm) | Pitch of wires (mm) | Dimension of Mesh | Area of Mesh (sqmm) | Per meter area sqm/m | Weight of Mesh (kg) | Mass (kg/sqm) | ||||
dL | dC | pL | pC | B(mm) | L(mm) | long | cross | ||||
PPAF R | 4.5 | 4.5 | 200 | 300 | 2400 | 3600 | 8.64 | 80 | 53 | 9 | 1.042 |
PPAF C | 4.5 | 4.5 | 200 | 200 | 2400 | 3600 | 8.64 | 80 | 80 | 10.8 | 1.25 |
PPAF V | 4.5 | 4.4 | 200 | 160 | 2400 | 3200 | 7.68 | 80 | 99 | 9.6 | 1.25 |
PST 10 | 5.5 | 5.5 | 200 | 200 | 2400 | 4800 | 11.52 | 119 | 119 | 21.542 | 1.87 |
PST 20 | 6 | 7 | 150 | 300 | 2400 | 6000 | 14.4 | 188 | 128 | 35.808 | 2.487 |
PST 25 | 7 | 7 | 150 | 300 | 2400 | 6000 | 14.4 | 257 | 257 | 43.488 | 3.02 |
PST 30 | 6 | 7 | 100 | 300 | 2400 | 6000 | 14.4 | 385 | 128 | 46.464 | 3.227 |
PST 35 | 7 | 7 | 100 | 300 | 2400 | 6000 | 14.4 | 385 | 128 | 57.984 | 4.027 |
PST 45 | 9 | 8 | 150 | 300 | 2400 | 6000 | 14.4 | 424 | 168 | 66.864 | 4.643 |
PST 50 | 8 | 8 | 100 | 300 | 2400 | 6000 | 14.4 | 503 | 168 | 75.84 | 5.267 |
PST 60 | 9 | 8 | 100 | 200 | 2400 | 6000 | 14.4 | 636 | 251 | 100.296 | 6.965 |
PST 25C | 7 | 7 | 150 | 150 | 2400 | 6000 | 14.4 | 257 | 257 | 57.984 | 4.027 |
PST 40C | 7 | 7 | 100 | 100 | 2400 | 6000 | 14.4 | 385 | 385 | 86.976 | 6.04 |
PST 65C | 9 | 9 | 100 | 100 | 2400 | 6000 | 14.4 | 636 | 636 | 143.712 | 9.98 |
NL= Number of longitudinal bars PL= pitch of longitudinal bars dL= diameter of longitudinal bars NC=Number of transverse bars |
L= length of longitudinal bar B=Length of transverse bar u1=Overhang of longitudinal bars u2=Overhang of longitudinal bars |
Firstly,Purchase wire rod from steel factory | Secondly,Test the raw material tensile strength |
Thirdly,drawing wire diameter as per contract | Fourthly,Straight and Cutting wire as per contract |
Fifthly,The reinforcement steel mesh welded by automatic and electric resistance machine | After finished producing,the reinforcement steel mesh has a good condition storage. |
Clearly and visible notches | Firmly and strong solid joint |
Messured wire diameter of reinforcement steel mesh | Messured mesh space of reinfocement steel mesh |
Steel pallet for reinforcing mesh size 2.4m *6m | Loading container for reinforcing mesh sheet:2.4m *6m |
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 |
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 |