Steel Sheet Pile

Steel Sheet Pile

Steel sheet piles are steel profiles with interlocking structures, typically installed by driving or vibratory pressing into the ground to connect adjacent sheet piles and form a continuous retaining or water-retaining wall.Steel sheet piles are mainly used for foundation pit support, wharf engineering, flood control engineering, and underground structure construction because of their high strength, fast construction speed, and reusability, making them very common in civil engineering and port engineering.

Types of Steel Sheet Piles

U Type Steel Sheet Pile

U-shaped sheet piles (commonly known as Larssen sheet piles) are standardized long structural steel materials with a U-shaped cross-section and vertical interlocking. They are mainly used for foundation pit support, retaining walls, water barriers, and cofferdams. They form a continuous rigid wall through interlocking, and have advantages such as high strength, good water tightness, rapid construction, and reusability. They are widely used in temporary or permanent projects such as ports, bridges, and basements.


Features
Symmetrical U-shaped cross section
Strong bending resistance
Reliable interlocking performance
Easy installation and extraction

Applications
Foundation pit support
Harbor and quay walls
Riverbank protection
Temporary cofferdams
U-shaped sheet piles

U Type Steel Sheet Pile

Section Width Height Thickness Cross Sectional Area Weight Elastic Section Modulus Moment of Inertia Coating Area (both sides per pile)
(w) (h) Flange (tf) Web (tw) Per Pile Per Wall
mm mm mm mm cm2/m kg/m kg/m2 cm3/m cm4/m m2/m
Type II 400 200 10.5 - 152.9 48 120 874 8,740 1.33
Type III 400 250 13 - 191.1 60 150 1,340 16,800 1.44
Type IIIA 400 300 13.1 - 186 58.4 146 1,520 22,800 1.44
Type IV 400 340 15.5 - 242 76.1 190 2,270 38,600 1.61
Type VL 500 400 24.3 - 267.5 105 210 3,150 63,000 1.75
Type IIw 600 260 10.3 - 131.2 61.8 103 1,000 13,000 1.77
Type IIIw 600 360 13.4 - 173.2 81.6 136 1,800 32,400 1.9
Type IVw 600 420 18 - 225.5 106 177 2,700 56,700 1.99
Type VIL 500 450 27.6 - 305.7 120 240 3,820 86,000 1.82

Section Width Height Thickness Cross Sectional Area Weight Elastic Section Modulus Moment of Inertia Coating Area (both sides per pile excluding inside of the clutch)
(w) (h) Flange (tf) Web (tw) Per Pile Per Wall
mm mm mm mm cm2/m kg/m kg/m2 cm3/m cm4/m m2/m
HRU601-600 600 310 7.5 6.4 98.3 46.3 77.2 744 11,530 1.6
HRU602-600 600 310 8.2 8 113.3 53.4 89 830 12,870 1.6
HRU603-600 600 310 9.7 8.2 138.3 64.8 108 1200 18,600 1.69
HRU607-600 600 452 19 10.6 241.7 114 190 3200 72,320 1.91
HRU16-600 600 430 10.2 8.4 154.2 72.6 121 1670 35,950 1.74
HRU18-600 600 430 11.2 9 163.3 76.9 128.2 1800 38,650 1.74
HRU19-600 600 430 12.2 9.5 172.3 81.1 135.2 1920 41,320 1.74
HRU20-600 600 450 11.1 9 173.9 81.9 136.5 2060 46,380 1.8
HRU22-600 600 450 12.1 9.5 182.9 86.1 143.6 2200 49,460 1.8
HRU23-600 600 450 13.1 10 192 90.4 150.7 2335 52,510 1.8
HRU26-600 600 452 14.2 9.7 206.8 97.4 162.3 2680 60,580 1.86
HRU28-600 600 454 15.2 10.1 216.1 101.8 169.6 2840 64,460 1.86
HRU30-600 600 456 16.2 10.5 225.6 106.2 177.1 3000 68,380 1.86
HRU25-750 750 450 14.5 10.2 188 110.4 147.2 2500 56,240 2.06


Z Type Steel Sheet Pile

Z type sheet piles are produced in the shape of Z letter,which are normally drive in crimped or welded doubles. Z type sheet piles are more widely used than U profile in port construction and deep foundation because Z profile can have a bigger modulus and can be used as intermediary piles for tubular and HZ combined walls.


The main characteristics of Z-shaped hot-rolled sheet piles are: continuous webs and symmetrically interlocked positions on both sides of the neutral axis, both of which contribute to increasing the section modulus. Generally, Z-shaped sheet piles have the following advantages:
1.With similar section moduli, the weight per unit area of Z-shaped sheet piles is usually less than that of U-shaped sheet piles;
2. Larger width means fewer sheets are required, thus saving on sheet pile installation or excavation costs, and also improving waterproofing performance;
3.They can be used in conjunction with steel pipes and H-beams as infill piles, typically used to achieve extremely high section moduli.


Applications
Circular cofferdams
Bulkhead walls
Marine engineering structures

Z Type Steel Sheet Pile

Section Dimensions Sectional Mass Moment Modulus
Width Height Thickness Area Pile Wall of inertia of section
w h t/s
In In In In2 Lbs/ft Lbs/ft2 In4/ft In3/ft
mm mm mm cm2 kg/m kg/m2 cm4/m cm3/m
Z55 24 8.64 0.217 7.57 25.8 12.9 49.7 11.4
610 219 5.5 48.8 38.4 63 6790 613
Z60 24 8.66 0.236 8.26 28.2 14.1 54.2 12.4
610 220 6 53.3 42 68.8 7400 667
Z65 24 8.68 0.256 8.95 30.6 15.3 58.7 13.4
610 220 6.5 57.7 45.5 74.7 8010 720
Z70 24 8.7 0.276 9.64 33 16.5 63.2 14.4
610 221 7 62.2 49.1 80.6 8630 774
Z75 24 8.72 0.295 10.3 35.2 17.6 67.7 15.6
610 221 7.5 66.5 52.4 85.9 9250 839



Straight Web Sheet Pile

Straight-web sheet piles are commonly used to construct closed cylindrical structures and are widely applied in temporary or permanent structures such as cofferdams, wharves, and port engineering. Their interlocking connections allow for rotation of approximately 4.5°, and with special bending, this can reach 12° to meet the requirements of different structural shapes. Straight-web sheet pile structures can be designed as circular units or partition walls, relying on a large unit diameter and internal backfill to ensure stability. They primarily bear horizontal tensile forces, thus requiring the interlocking action between the sheet piles.

Straight Web Sheet Pile

Section Dimensions Perimeter Sectional Mass Section Moment
b t of single pile area Per pile Wall modulus of inertia
mm mm cm cm2 kg/m kg/m2 cm3 cm4
GS 500 – 9.5 500 9.5 138 81.3 63.8 128 178 56
GS 500 – 11.0 500 11 139 89.4 70.2 140 196 59
GS 500 – 12.0 500 12 139 94.6 74.3 149 206 61
GS 500 – 12.5 500 12.5 139 97.2 76.3 153 211 61
GS 500 – 12.7 500 12.7 139 98.2 77.1 154 214 61
GS 500 – 13.0 500 13 140 100.6 79 158 223 64


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