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Sheet Piling Z-Type U-Type Sheet Pile Section
We are Stockholder & Distributors of Hot Rolled, Cold Rolled, Cold Bending Steel Sheet Piling, Steel Sheet Piles in Type-Z & Type-U according to IS-2314 & EN 10248-1
Hot Rolled & Cold Rolled Steel Sheet Piling
Hot Rolled & Cold Rolled Steel Sheet Pile
Hot Rolled & Cold Rolled Sheet Piling Type-Z
Hot Rolled & Cold Rolled Sheet Pile Type-U
Hot Rolled & Cold Rolled Sheet Piling Z-Section
Hot Rolled & Cold Rolled Sheet Pile U-Section
IS-2314 Sheet Piling Type-Z
IS-2314 Sheet Piling Type-U
IS-2314 Sheet Pile Type-Z
IS-2314 Sheet Piling Type-U
IS-2314 Sheet Piling Z-Section
IS-2314 Sheet Piling U-Section
IS-2314 Sheet Pile Z-Section
IS-2314 Sheet Piling U-Section
IS:2314 ISPS 1021Z / IS:2314 ISPS 1021 Z
IS:2314 ISPS 1481Z / IS:2314 ISPS 1481 Z
IS:2314 ISPS 1888Z / IS:2314 ISPS 1888 Z
IS:2314 ISPS 2322Z / IS:2314 ISPS 2322 Z
IS:2314 ISPS 1625U / IS:2314 ISPS 1625 U
IS:2314 ISPS 2222U / IS:2314 ISPS 2222 U
IS:2314 ISPS 2770U / IS:2314 ISPS 2770 U
IS:2314 ISPS 100F / IS:2314 ISPS 100 F
EN 10248-1 Sheet Piling
EN 10248-1 Sheet Pile
EN 10248-1 AZ Sections Sheet Piling
EN 10248-1 AU Sections Sheet Piling
EN 10248-1 AS Sections Sheet Piling
EN 10248-1 HZ Sections Sheet Piling
EN 10248-1 AZ Sections Sheet Pile
EN 10248-1 AU Sections Sheet Pile
EN 10248-1 AS Sections Sheet Pile
EN 10248-1 HZ Sections Sheet Pile
EN 10248-1 Grade S240GP / Grade S240 GP Sheet Piling
EN 10248-1 Grade S270GP / Grade S270 GP Sheet Piling
EN 10248-1 Grade S320GP / Grade S320 GP Sheet Piling
EN 10248-1 Grade S355GP / Grade S355 GP Sheet Piling
EN 10248-1 Grade S390GP / Grade S390 GP Sheet Piling
EN 10248-1 Grade S430GP / Grade S430 GP Sheet Piling
EN 10248-1 Grade S240GP / Grade S240 GP Sheet Pile
EN 10248-1 Grade S270GP / Grade S270 GP Sheet Pile
EN 10248-1 Grade S320GP / Grade S320 GP Sheet Pile
EN 10248-1 Grade S355GP / Grade S355 GP Sheet Pile
EN 10248-1 Grade S390GP / Grade S390 GP Sheet Pile
EN 10248-1 Grade S430GP / Grade S430 GP Sheet Pile
Sheet Piles are by definition, structural units which when connected one to another, will form a continuous wall, generally for retaining earth or excluding water. Individual pieces or pre-interlocked pairs are installed by driving them into the earth using impact hammers, vibrators or by water jetting. In functioning as a wall, the sheet piling acts as a beam under load and therefore requires the capability to resist bending. In certain applications, ability to resist bending is not important but strength of interlock is.
Sheet Piling is manufactured in three basic configurations "Z", "U", and "Straight". They can be formed either "Hot Rolled" or "Cold Rolled". A recent development to the industry is the production of some sheet piling shapes by the cold-forming process in which hot rolled sheet is fabricated into traditional sheet piling shapes. These new additions to product availability contain interlocks which are considerably different from the hot-rolled product. Manufactured from a hot-rolled coil of sheet, it is slowly fed through a series of rollers which gradually bends or forms the steel into its designated shape. Sheet Piles manufactured through cold forming process attain better physical properties and dimensional tolerances than compared to that manufactured by hot process. Apart from the advantage of higher section modulus, moment of inertia and sectional area per meter of wall there is advantage of 20% weight as well.
The "Z" type configuration for sheet piling is the strongest and most efficient. These shapes resemble wide-flange beams, having a web and two flanges. Since the interlocks are located out on the flanges at maximum distance from the neutral axis, a higher section modulus for resisting bending moments is provided. Z-Shapes have traditionally been used for deeper walls and heavier construction projects. However, they are now supplanting the arch or "U" shape for lighter work as more light-weight Z-shape have been introduced into the marketplace.
U-shapes resemble the hot-rolled channel sections produced on structural mills. The interlocks are formed on the web ends and interlock with their opposing mate along the centerline of the wall.
SIZES OF COLD FORMED SHEET PILES MANUFACTURED
Z Sheet Pile
Type | Width (mm) | Height (mm) | Thickness (mm) | Sectional Area (cm2/m) | Weight (Kg/m) | Weight (Kg/m2) | Moment of Inertia (cm4/m) | Modulus of section (cm3/m) |
OSZ | 400 | 185 | 8 | 175 | 40.20 | 100.50 | 12117 | 1310 |
400 | 185 | 9 | 185 | 45.21 | 113.02 | 13364 | 1474 | |
400 | 185 | 10 | 205 | 50.55 | 126.37 | 15150 | 1637.77 | |
650 | 429 | 8 | 90.2 | 63.80 | 159.5 | 43293 | 1980 | |
650 | 429 | 9 | 101.1 | 71.60 | 179 | 48521 | 2220 | |
650 | 429 | 10 | 112.0 | 79.20 | 198 | 53709 | 2450 | |
675 | 392 | 6.5 | 70.5 | 51.30 | 128.25 | 27251 | 1370 | |
675 | 392 | 7 | 76.1 | 55.16 | 137.9 | 29281 | 1470 | |
675 | 392 | 8 | 86.9 | 62.80 | 157 | 33350 | 1670 | |
685 | 392 | 8.5 | 92.1 | 67.70 | 169.25 | 35558 | 1780 | |
685 | 392 | 9 | 97.6 | 71.50 | 178.75 | 37580 | 1880 | |
685 | 392 | 10 | 108.4 | 79.20 | 198 | 41601 | 2070 |
Note: Any other size against specific requirement shall be manufactured upto 14mm thickness.
Type | Width (mm) | Height (mm) | Thickness (mm) | Sectional Area (cm/m) | Weight (Kg/m) | Weight (Kg/m2) | Moment of Inertia (cm4/m) | Modulus of Section (cm3/m) |
OSU | 450 | 360 | 8 | 148.6 | 48.29 | 107.34 | 18987.92 | 1055 |
450 | 360 | 9 | 165.9 | 54.62 | 120.164 | 21058.96 | 1170 | |
450 | 360 | 10 | 182.9 | 61.14 | 135.88 | 22767.97 | 1265 | |
575 | 360 | 8 | 133.8 | 56.14 | 97.68 | 200026.8 | 1113 | |
575 | 360 | 9 | 149.5 | 63.46 | 110.37 | 22221.36 | 1245 | |
575 | 360 | 10 | 165.0 | 70.71 | 122.91 | 24583.4 | 1368 | |
600 | 360 | 8 | 131.4 | 57.71 | 96.21 | 20887.3 | 1160 | |
600 | 360 | 9 | 149.5 | 65.22 | 112.76 | 23034.75 | 1280 | |
600 | 360 | 10 | 182.4 | 72.67 | 121.11 | 25102.82 | 1395 | |
650 | 480 | 8 | 138.5 | 67.54 | 103.82 | 40032 | 1668 | |
650 | 480 | 9 | 156.1 | 76.41 | 117.54 | 45241.1 | 1885 | |
650 | 480 | 10 | 179.1 | 85.11 | 130.98 | 46515.15 | 1935 |
Note: Any other size against specific requirement shall be manufactured upto 14mm thickness.
Application of Cold Formed Sheet Pile:
Construction of docks and portsWaterwaysBreakwaterProtection of river banks and channelsProtection of construction pits in soil and waterBridge embankmentsRetaining wallsFoundationsUnderground parkingUnderpasses, ramps and tunnelsSlope protectionEnvironmental protection and rubbish dumpsNoise barriersEnclosure of contaminated soilsCivil and industrial sitesCivil defenseMilitary engineering
Z - Type Sheet-piling Section
Section (mm) 400 x 185 x 7.5/8.5
Weight per meter of pile 49.25 kg
Weight per square meter of wall 12312 kg
Section Modules per meter wall 1021 cm3
Moment of inertia per meter of wall 9448.5 cm4
Section area per meter of wall 157 cm2
Perimeter per meter of wall 283 cm
Distance of joints (centre to centre) 400 mm
Depth of section 185 mm
Web thickness 7.5 mm
Flange thickness 8.5 mm
Applications
Applications : Leak proof retaining wall in construction of dams, bridge foundation, construction in ports.
Advantages : Sharp edged lock may be considered as being tight. Due to self-locking facilities these can be erected very easily and quickly without any extra fixing details, Z-Piling retaining wall can resist higher amount of transverse thrust in comparison to wall of other equivalent structural sections.
Typical Length : 11 meters and above.
Steel Quality
IS 2062/2006 Gr. E-250 A (SK) with or without Cu. Tolerance on Sectional weight + 4% - 2.5%
Special Sections
Z - Section Centre Sill
Ixx 23624 cm4
ZTOP 1442 cm3
ZBTM 1448 cm3
Section 327 x 174 x 101.5 mm
Sectional Weight 55.211 kg/m
Weight per metre 110.422 kg
Area of Section 140.945 cm2
Stress Ratio Top 0.0071
Stress Ratio Bottom 0.0071
Applications
Applications : Railway Wagons
Standard Length : 11.5 m and above
Length below 11.5 m can also be supplied
Rolling Tolerance
Long Flange + 5 mm - 3.0 mm
Short Flange + 4.0 mm - 6.0 mm
Sectional Weight + 5% - 3%
Steel Quality
IS 2062/2006 Gr. E-250 Cu orE-410 Cu.
IS 8500/1991 Fe490/540 with or without Cu.
Steel Pilling | |
Z shaped sheet piles are called Z's, because the single piles are shaped roughly like a horizontally stretched Z. The interlocks are located as far away from the neutral axis as possible to ensure good shear transmission and increase the strength-to-weight ratio. Z piles are the most common type of sheet pile and can be used in a wide variety of applications.
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