HDGASA V7E1.pdf

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Continuous Wire GalvanizingSANS 675:2009Zinc coatedfencing wire, hasbeen revisedWe have outlined the differences, particularly those that arerelated to coating thickness and hence coating life, between the1999 and 2009 editions. Also included from the 2009 version isAnnex A “Notes to purchasers”.ScopeThis standard specifies the characteristics of drawn steel wire,zinc-coated by the hot dip process, to be used for line fencingor barbed fencing wire for general purposes. (The scope for thetwo editions remains the same).Tensile strengthMass of coating per unit area.SANS 675:1993 (Old)1 2 3Nominal diameter of Minimum mass Approximatezinc coated wire (mm) per unit area of equivalent averagezinc coating (g/m 2 ) coating thickness (µm)1.20 – 1.50 215 301.51 – 1.80 230 321.81 – 2.20 245 342.21 – 2.50 260 362.51 – 3.50 275 383.51 – 5.00 290 40Table 3: SANS 675:2009 (New)1 2 3Diameter Mass of coating Approximated (see annex A) g/m 2 equivalent averagemm coating thickness µmSANS 675:1993 (Old)SANS 675:2009 (New)Class #1 2 1 2Grade of steel Tensile strength Grade of steel Tensile strengthMpa Mpa MpaMild steel (MS) 350 – 575 Mild steel (MS) 350 – 575High tensile (HT) 1 050 min High tensile (HT) 950 minVery high tensileVery high tensile(VHT) 1 400 min (VHT) 1 250 minSANS 675:2009 Annex AA.1 The following requirements shall be specified in tenderinvitations and in each order or contract:a) The grade of the line wire(s) (see 4.1) and, in the case ofbarbed wire, of the wire used for barbs;b) Whether information about the steel manufacturingprocess is required;c) The nominal diameter(s) of the zinc coated wire (see 4.6)d) The type of wire (line or barbed wire) and in the case ofbarbed wire, the pattern (see 4.9);e) The length of the barbs if other than as specified (see4.9.3.4);f) The spacing between the barb units if other than asspecified (see 4.9.3.5);g) The mass of the wire on a reel or in a coil (see 5.2.1 and5.2.2);h) Mass of coating (see table 3).A.2 The following requirement shall be agreed upon betweenthe manufacturer and the purchaser: whether the steelmanufacturing process is to be left to the discretion of themanufacturer (see 4.2).Editor’s Comment: Figures in parenthesis refer to specification.A D A D0.15 ≤ d < 0.20 - 10 - 1.420.20 ≤ d < 0.25 30 15 4.28 2.140.25 ≤ d < 0.32 45 15 6.42 2.140.32 ≤ d < 0.40 60 15 8.57 2.140.40 ≤ d < 0.50 85 15 12.14 2.140.50 ≤ d < 0.60 100 20 14.29 2.860.60 ≤ d < 0.70 115 20 16.42 2.860.70 ≤ d < 0.80 130 20 18.57 2.860.80 ≤ d < 0.90 145 20 20.71 2.860.90 ≤ d < 1.00 155 25 22.14 3.571.00 ≤ d < 1.20 165 25 23.57 3.571.20 ≤ d < 1.40 180 25 25.71 3.571.40 ≤ d < 1.65 195 30 27.86 4.291.65 ≤ d < 1.85 205 30 29.29 4.291.85 ≤ d < 2.15 215 40 30.71 5.712.15 ≤ d < 2.50 230 45 32.86 6.432.50 ≤ d < 2.80 245 45 32.86 6.432.80 ≤ d < 3.20 255 50 36.43 7.143.20 ≤ d < 3.80 265 60 37.86 8.573.80 ≤ d < 4.40 275 60 39.29 8.574.40 ≤ d < 5.20 280 70 40.00 10.005.20 ≤ d < 8.20 290 80 41.43 11.438.20 ≤ d
2010 Soccer World Cup StadiaReviewing the corrosion protection provided byhot dip galvanizing of the stadia for the 2010Soccer World CupDuring the construction of the four main stadia, Cape Town, Port Elizabeth, Moses Mabhida and Soccer City - Johannesburg, we visited the stadiums for anumber of reasons. While there were some issues relating to coating quality (many of which were as a result of pre-conceived misconceptions), it wasenlightening to see how the designers and fabricators have used the modular concept in many of the handrail sections, to good effect. Components have beenfabricated, taking into account the size of the local galvanizing baths, minimising potential repair on site, ease of installation by handling and fixing, etc. Manyof the connection and holding down fasteners were also hot dip galvanized. We did however, observe in a number of instances, the undesirable use of zincspray paint for small reparation work and a number of zinc electroplated fasteners.MOSES MABHIDA STADIUMcontinued on page 18...Volume 7 Issue 1 2010 Hot Dip Galvanizing Today 17
Page 1 and 2: 2010 Volume 7 Issue 1HOT DIP GALVAN
Page 3 and 4: The Associationis an informationcen
Page 5 and 6: Since1988 we have excelled as a hig
Page 7 and 8: FastenersTYPE OFFASTENERCOMPANY STE
Page 13 and 14: FastenersSANS 1273 - settinga new s
Page 15 and 16: Continuous Wire GalvanizingThe intr
Page 20 and 21: 2010 Soccer World Cup StadiaCAPE TO
Page 22 and 23: 2010 Soccer World Cup StadiaSOCCER
Page 24 and 25: Each accepted nomination must compl
Page 26 and 27: Education and Training• Statistic
Page 28 and 29: Case HistoryCoating thickness readi
Page 30 and 31: Bob’s BanterAs bacteria do, all h
Page 32 and 33: Hot dip galvanized rebarThe IZA sta
Page 34 and 35: W amoshaCapricorn Park - “Are the
Page 36 and 37: W amoshaPhoto 12. Photo 13. Photo 1
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Page 42 and 43: Member’s NewsRobor restructuring
Page 44: HOT DIP GALVANIZING MEMBERS

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