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Hot Sale French Standard Ppaf R / Ppaf C / Ppaf V Brc Mesh / Reinforcement Mesh/Concrete Mesh for Construction Footing Foundation

Price $21.65
Min Order 300 Pieces
Availability In Stock
Shipping From Hebei, China
Popularity 455 people viewed
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Model NO.:
PPAF R / PPAF C / PPAF V
After-sales Service:
24 Hours Online
Warranty:
5 Years
Material:
Low-Carbon Iron Wire
Hole Shape:
Square
Mesh Size:
200mm X 200mm
Surface Treatment:
Non
Weave Technique:
Welded
Application:
Construction Wire Mesh, Protecting Mesh
Color:
Steel
Type:
Welded Mesh
Certification:
ISO9001, CE ISO14001
Condition:
New
Tensile Strength:
>515MPa
Yield Strength:
>500MPa
Agt:
1.03%
Standard:
NF a 35 016-1996
Trademark:
heyou
Transport Package:
Bundle &Pallet
Specification:
2.4m x 3.6m
Origin:
China
HS Code:
73142000
Product Description



Reinforcing Welded Wire Mesh is also called Construction reinforced concrete mesh, Concrete reinforcing mesh ,wire steel bar mesh, steel concrete mesh.  Reinforcing Welded Wire Mesh is longitudnal reinforcement and transverse reinforcement were arraanged in a certain interval and  at right angles to each other, all the intersections are welded together. 
 

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

The specification of BRC Mesh/reinforcement meshes as below:
 
mesh typediameter of wire (mm)Pitch of wires (mm)Dimension of MeshArea of Mesh (sqmm)Per meter area sqm/mWeight of Mesh (kg)Mass (kg/sqm)
dLdCpLpCB(mm)L(mm)longcross
PPAF R4.54.5200300240036008.64805391.042
PPAF C4.54.5200200240036008.64808010.81.25
PPAF V4.54.4200160240032007.6880999.61.25
PST 105.55.52002002400480011.5211911921.5421.87
PST 20671503002400600014.418812835.8082.487
PST 25771503002400600014.425725743.4883.02
PST 30671003002400600014.438512846.4643.227
PST 35771003002400600014.438512857.9844.027
PST 45981503002400600014.442416866.8644.643
PST 50881003002400600014.450316875.845.267
PST 60981002002400600014.4636251100.2966.965
PST 25C771501502400600014.425725757.9844.027
PST 40C771001002400600014.438538586.9766.04
PST 65C991001002400600014.4636636143.7129.98

The drawing of BRC Mesh / reinforcement meshes as below:

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

 
The full of slab mesh reinforcement specification as below:
 
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
RIBBED RECTANGULAR MESH
CodeSTD UNITLONGITUDINAL WIRESCROSS WIRESMASS / KG
RL7186 x 2.4m Sheet25 x 6.75 @ 10030 x 7.60 @ 20067
RL8186 x 2.4m Sheet25 x 7.60 @ 10030 x 7.60 @ 20079
RL9186 x 2.4m Sheet25 x 8.60 @ 10030 x 7.60 @ 20093
RL10186 x 2.4m Sheet25 x 9.50 @ 10030 x 7.60 @ 200109
RL11186 x 2.4m Sheet25 x 10.70 @ 10030 x 7.60 @ 200130
RL12186 x 2.4m Sheet25 x 11.90 @ 10030 x 7.60 @ 200157

REINFORCING MESH TO AS/NZS4671:2001 / RIBBED SQUARE MESH 6.0 X 2.4 METRES
CodeSTD UNITLONGITUDINAL WIRESCROSS WIRESMASS / KG
SL526 x 2.4m Sheet10 x4.77 @ 200 + 4 x 4.00 @ 10030 x 4.77 @ 20021
SL626 x 2.4m Sheet10 x 6.00 @ 200 + 4 x 4.24 @ 10030 x 6.00 @ 20033
SL726 x 2.4m Sheet10 x 6.75 @ 200 + 4 x 4.77 @ 10030 x 6.75 @ 20041
SL826 x 2.4m Sheet10 x 7.60 @ 200 + 4 x 5.37 @ 10030 x 7.60 @ 20052
SL926 x 2.4m Sheet10 x 8.60 @ 200 + 4 x 6.00 @ 10030 x 8.60 @ 20066
SL1026 x 2.4m Sheet10 x 9.50 @ 200 + 4 x 6.75 @ 10030 x 9.50 @ 20080
SL816 x 2.4m Sheet25 x 7.60 @ 10060 x 7.60 @ 100105
SQUARE MESH 300 X 300 SPACING TO AS/NZS4671:2001
CodeSTD UNITLONGITUDINAL WIRESCROSS WIRESMASS / KG
SL536 x 2.4m Sheet6 x 5.00 @ 30020 x 5.00 @ 30014
SL636 x 2.4m Sheet6 x 5.00 @ 30020 x 5.00 @ 30021
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
What is the material of the slab mesh reinforcement?
We adopt R250N,D500L,D500N,D300E,D500E as material to make the slab mesh reinforcement, especially D300E and D500E is seismic grade.

 
The production process of reinforcement steel mesh

Firstly,Purchase wire rod from steel factorySecondly,Test the raw material tensile strength
Thirdly,drawing wire diameter as per contractFourthly,Straight and Cutting wire as per contract
Fifthly,The reinforcement steel mesh welded by automatic and electric resistance machineAfter finished producing,the reinforcement steel mesh has a good condition storage.
Clearly and visible notchesFirmly and strong solid joint
Messured wire diameter of reinforcement steel meshMessured mesh space of reinfocement steel mesh

Our products packing and shipment:
 
Steel pallet for reinforcing mesh size 2.4m *6mLoading container for reinforcing mesh sheet:2.4m *6m


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 analysisChemical composition,% max
All gradesCarbon equivalent value(Ceq)for standard grades
CPS250N500L500N300E500E
Cast analysis0.220.0500.0500.430.390.440.430.49
Products analysis0.240.0550.0550.450.410.460.450.51

4.1.2
Table 2
Characteristic mechanical properties of reinforcing steels 
Property250N
(Note1)		500L
(Note1)		500N300E
(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≥10.0CvL:p=0.90
Notes:
  1. 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.
  2. For 500L steel bars,only requriement for wire diameter is less than 5.0mm is RekL≥500
Secondly,the panel size tolerances meassure way as:
  1. Panel Size dimensions≤6m in length,there is 40mm tolerances.
  2. Panel size dimensions>6m in length,the tolerance is ±0.7%
  3. Wire diameter and mesh size measure and weld shear resistance test conformance to AS NZS 4761-2001 and as per contract.
  4. Weigh the each bundle weight to calculate each panel weight.

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