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Steel Sheet Pile,Interlocking Sheet Pile,Steel Sheet Pile，Hot Rolled Steel Sheet Piles，U-piles,Z-Piles，Cold Formed Precision Steel Sheet Piles-CONTINENTAL STEEL CO.,LTD
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Steel Sheet Pile

Product Name: Steel Sheet Pile,Interlocking Sheet Pile,Steel Sheet Pile，Hot Rolled Steel Sheet Piles，U-piles,Z-Piles，Cold Formed Precision Steel Sheet Piles

Type: Z Type, U Type, Cold Formed, Hot Rolled

Standard: JIS A 5523 : 2012,JIS A 5528 : 2012,BS EN 10248-1 : 1996,BS EN 10248-2 : 1996,ASTM A572M/A572-12,ASTM A6/A6M-12

Applications: Levee Strengthening, Retaining Walls, Breakwaters, 

Bulkheads, Environmental Barrier Walls, Bridge Abutments, Underground Parking Garages

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Introduction Specification Production process Inquiry

Introduction

Steel sheet piles are sections of sheet materials with interlocking edges that are driven into the ground to provide earth retention and excavation support. Sheet piles are commonly used for retaining walls, land reclamation, underground structures such as car parks and basements, in marine locations for riverbank protection, seawalls, cofferdams, and so on.

 

For most engineering projects, installing sheet piles is typically used for scaffolding or temporary excavation protection applications. These include basement and tunnel construction.

 

Product Name: Steel Sheet Pile,Interlocking Sheet Pile

Type: Z Type, U Type, Cold Formed, Hot Rolled

Standard: JIS A 5523 : 2012,JIS A 5528 : 2012,BS EN 10248-1 : 1996,BS EN 10248-2 : 1996,ASTM A572M/A572-12,ASTM A6/A6M-12

Applications: Levee Strengthening, Retaining Walls, Breakwaters, Bulkheads, Environmental Barrier Walls, Bridge Abutments, Underground Parking Garages

 

Features of Steel Sheet Pile

Wide Selection of Shapes and Types

Sheet pile is available in a wide range of section modulus per meter of pile wall, ranging from 874 to 21,846 cm³/m. This allows selection of the most economical type of sheet pile to meet the design requirements and the intended construction method.

Superb Drivability and Watertightness

The clearance between the two threaded interlocks is moderate enough to ensure both excellent drivability and reliable watertightness.

 

Types of Steel Sheet Piles

Z Type Sheet Piles
U Type Sheet Piles
Cold Formed Sheet Piles

Hot Rolled Sheet Piles

 

 

 

Advantages of Steel Pile Sheets

- A sustainable option as made of recycled steel and the piles can often be reused

- Available in numerous combinations of size and weight

- Immediate barrier to prevent soil loss and sloughing during excavation

- Permanent sheet piles are designed to provide long service life

 

 

Applications of Sheet Pile Sections

- Levee Strengthening

- Retaining Walls

- Breakwaters

- Bulkheads

- Environmental Barrier Walls

- Bridge Abutments

- Underground Parking Garages

Specification

Hot Rolled Steel Sheet Piles

      Hot rolled steel sheet piles are divided into U-piles and Z-piles.

U-piles

      U-piles are well-known around the world and have been used in civil engineering projects for over a century:
      The U-pile has several advantages:
      Wide selection of sections,
      Excellent statical properties,
      Highly suitable for re-use and driving into compact soils
      Excellent installation quality and performance.



Elastic Section Modulus Width Weight Height Back Thickness Web Thickness Back Width Moment of Inertia Coating Area
Single Pile Wall
Wᵧ B     h     t Iᵧ A
cm³/m' mm kg/m kg/m² mm mm mm mm cm⁴/m' m²/m'
744 600 46,3 77,2 310 7,5 6,4 250,4 11.53 1,60
775 600 48,5 80,8 310 7,8 6,8 249,3 12.019 1,60
806 600 51,3 85,5 310 8,0 7,3 248,9 12.499 1,60
842 600 53,4 89,0 310 8,4 7,6 248,9 13.046 1,60
877 600 55,4 92,3 310 8,8 7,9 248,9 13.59 1,60
894 600 56,0 93,3 311 8,9 8,1 248,9 13.905 1,60
1.138 600 61,5 102,5 320 9,0 8,0 371,2 18.205 1,72
1.161 600 62,4 104,0 320 9,2 8,1 371,2 18.601 1,73
1.2 600 64,2 107,0 320 9,6 8,2 371,6 19.199 1,73
1.241 600 67,8 113,0 320 9,8 9,0 370,2 19.853 1,73
1.279 600 59,7 99,6 423 9,1 7,3 246,6 27.02 1,82
1.3 600 72,1 120,2 320 10,0 10,0 361,3 20.93 1,73
1.404 600 78,6 131,0 322 11,0 11,0 366,9 22.47 1,73
1.564 600 71,0 118,3 390 9,6 8,8 359,9 30.495 1,85
1.618 600 73,1 121,8 390 10,0 9,0 359,7 31.548 1,85
1.672 600 75,2 125,3 390 10,4 9,2 358,1 32.6 1,85
1.748 600 79,5 132,5 390 10,8 10,0 347,0 34.087 1,85
1.821 600 76,5 127,5 420 10,7 9,0 347,0 38.243 1,89
1.954 600 80,2 133,6 421 11,7 9,2 391,0 41.127 1,89
2.019 600 82,1 136,8 423 12,0 9,5 348,0 42.664 1,89
2.111 600 85,2 142,0 421 12,8 9,7 348,0 44.435 1,89
2.068 600 85,7 142,8 420 12,4 10,0 346,3 43.435 1,89
2.205 600 85,4 142,3 430 13,4 9,0 337,7 47.402 1,90
2.269 600 86,9 144,0 431 13,9 9,0 337,7 48.893 1,90
2.506 600 94,1 156,8 434 15,4 9,8 337,7 54.389 1,89
2.602 600 96,6 161,0 431 16,5 9,5 387,4 56.116 1,90
2.774 600 102,3 170,5 433 17,5 10,3 339,1 60.112 1,89
3.211 600 112,4 187,3 457 19,0 10,6 286,9 73.3 1,95
1.423 500 63,5 127,0 340 11,2 8,7 264,1 24.198 1,56
1.504 500 66,6 133,2 340 12,0 9,0 264,2 25.575 1,56
1.602 500 70,3 140,6 340 13,0 9,3 264,5 27.233 1,56
2.8 500 92,3 184,6 437 18,4 10,5 255,6 61.185 1,73
1.6 400 62,2 155,5 290 13,0 9,0 249,3 23.206 1,38
      *Coating two sided without the inside of the interlocks



Z-Piles

      Z-piles are defined by the continuous form of the web and the symmetrical placement of the interlocks on both sides of the neutral axis. This has a very positive effect on the section modulus of the sheet pile.
      Z-piles have the following advantages:
      Highly competitive section modulus/weight ratio,
      Lighter than U-piles when comparing sections with equivalent section modules.
      Increased moment of inertia,
      Wider sections allowing high installation performance and improved water tightness.
Z-Piles are most commonly supplied and driven as double piles.

Elastic Section Modulus Width Weight Height Flange Thickness Web Thickness Moment of Inertia Coating Area *
Single Pile Wall
Wᵧ B     h t s Iᵧ A
cm³/m' mm kg/m kg/m² mm mm mm cm⁴/m' m²/m'
1.675 630 69,8 110,8 374 8,5 8,5 31.3 1,68
1.735 700 74,0 105,7 420 8,5 8,5 36.36 1,84
1.805 630 76,0 120,7 375 9,5 9,5 33.86 1,68
1.805 700 77,4 110,6 420 9,0 9,0 37.89 1,84
1.935 630 82,2 130,5 376 10,5 10,5 36.41 1,68
1.875 700 80,8 115,4 421 9,5 9,5 39.42 1,84
1.94 700 84,2 120,3 421 10,0 10,0 40.94 1,84
2.005 630 85,4 135,6 377 11,0 11,0 37.73 1,68
2.01 700 87,6 125,0 422 10,5 10,5 42.47 1,84
2.324 700 86,6 123,6 458 11,0 9,0 53.219 1,93
2.435 700 89,5 127,9 459 12,0 9,0 55.87 1,93
2.517 700 93,1 133,0 460 12,5 9,5 57.828 1,93
2.6 700 96,7 138,1 460 13,0 10,0 59.81 1,93
2.682 700 100,3 143,3 461 13,5 10,5 61.78 1,93
2.765 700 103,9 148,4 461 14,0 11,0 63.75 1,93
2.932 700 111,1 158,8 462 15,0 12,0 67.735 1,92
3.58 700 116,2 166,1 509 14,0 11,5 91.13 2,11
3.69 700 120,2 171,8 510 14,5 12,0 94 2,11
3.8 700 124,2 177,4 510 15,0 12,5 96.86 2,11
3.905 700 128,2 183,1 511 15,5 13,0 99.72 2,11
4.015 700 132,2 188,8 511 16,0 13,5 102.59 2,11
      * Coating two sided without the inside of the interlocks



Elastic Section Modulus Width Weight Height Flange Thickness Web Thickness Moment of Inertia Coating Area
Single Pile Wall
Wᵧ B     h t s Iᵧ A
cm³/m' mm kg/m kg/m² mm mm mm cm⁴/m' m²/m'
1.208 700 67,9 97,0 314 8,6 8,5 18.971 1,82
1.252 770 72,8 94,5 344 8,6 8,5 21.496 1,96
1.308 700 74,2 105,9 315 9,6 9,5 20.611 1,82
1.304 770 76,2 99,0 344 9,1 9,0 22.433 1,96
1.408 700 80,5 114,9 420 10,6 10,5 22.262 1,82
1.357 770 79,6 103,4 345 9,6 9,5 23.37 1,96
1.735 700 73,3 104,7 420 8,5 8,4 36.425 1,97
1.807 700 76,7 109,6 421 9,1 9,0 38.001 1,97
1.88 700 80,2 114,6 421 9,6 9,5 39.578 1,97
1.953 700 83,7 119,5 422 10,1 10,0 41.155 1,97
2.437 700 95,8 136,9 459 11,3 11,2 55.949 2,05
2.601 700 103,0 147,1 460 12,3 12,2 59.843 2,05
2.676 700 106,4 152,0 461 12,8 12,7 61.641 2,05
2.764 700 110,1 157,3 461 13,3 13,2 63.74 2,05
3.596 700 118,7 169,6 499 15,1 11,2 89.753 2,18
3.798 700 126,5 180,7 500 16,1 12,2 94.984 2,18
3.999 700 134,3 191,8 501 17,1 13,2 100.219 2,18
4.228 700 143,0 204,2 499 18,1 14,0 105.543 2,17
4.436 700 150,7 215,3 500 19,1 15,0 110.942 2,17
4.635 700 158,5 226,5 501 20,1 16,0 116.159 2,17
4.801 580 139,9 241,1 482 19,2 15,1 115.712 2,01
4.788 700 159,3 227,6 503 22,1 15,0 120.467 2,17
4.973 700 166,7 238,2 504 23,1 16,0 125.358 2,17
5.162 700 174,3 249,0 505 24,1 17,0 130.403 2,17
      *Coating two sided without the inside of the interlocks



Cold Formed Precision Steel Sheet Piles

      Main applications are small retaining walls, temporary and permanent cofferdams with low requirements in water tightness, anchor screens of quay walls, reinforcement of dykes and river embankments.
      Advantages of cold formed and cold rolled sheet piling:
      Less material = lower weight per m²
      Larger effective width = less interlocks
      Fewer sheet piles per wall = Less handling
        Suitable for smaller quantities and projects


Elastic Section Modulus Width Weight Height Thickness Moment of Inertia
Single Pile Wall
Wᵧ B     h t Iᵧ
cm³/m' mm kg/m kg/m² mm mm cm⁴/m'
656 850 42,8 50,4 340 5 11.16
638 800 48,5 62 300 6 9.505
714 850 51,3 60,6 340 6 12.034
730 725 45 60,4 300 6 10.727
846 725 52 71,7 271 7 11.54
1.245 770 72,6 94 344 8,5 21.43
1.205 850 44,3 75,3 420 7 24.651
1.3 770 76,1 99 344 9 22.36
1.318 850 73,1 86 400 8 26.36
1.355 770 79,5 103 345 9,5 23.3
1.73 700 73,1 104,4 420 8,5 36.33
1.8 700 76,5 109 420 9 37.8
1.805 850 85,9 101,1 480 9 43.335
1.944 750 80,9 107,8 460 9 44.718
1.945 700 83,3 119 421 10 40.95
2 850 96 112,9 470 10 46.862
2.43 700 95,7 136,7 459 11,2 55.768
2.6 700 102,9 147 460 12,2 59.8
2.76 700 110 157 440 13,2 63.62
2.8 725 94,9 130,9 550 10 75.965
3.285 700 76,7 163 500 12 82.929
3.6 700 118,6 169,4 520 12,5 89.668
3.71 700 124,5 177,8 499 12,5 92.415
3.905 700 133 190 560 13,5 97.5
4.231 750 141,6 188,8 550 13 116.35
4.6 580 133 229 540 15 110.465
4.805 750 172,4 229,8 520 15 124.921
5.02 580 146,8 253 580 16 121.07



Elastic Section Modulus Width Weight Height Flange Thickness Moment of Inertia Coating Area
Single Pile Wall
Wᵧ B     h t Iᵧ A
cm³/m' mm kg/m kg/m² mm mm cm⁴/m' m²/m'
264 1.017 40 39,3 160 4 2.128 2,26
434 1.661 64 38,6 250 4 5.649 2,29
619 1.54 64 41,6 350 4 10.926 2,47
448 1.513 72 47,6 205 5 4.608 2,25
462 1.504 72 47,9 215 5 5.044 2,26
518 1.651 80 48,2 255 5 7.035 2,3
619 1.643 80 48,7 300 5 9.747 2,31
708 1.558 80 51,3 315 5 11.413 2,44
720 1.365 72 52,7 325 5 11.724 2,49
781 1.33 72 54,1 360 5 14.118 2,56
867 1.492 80 53,6 410 5 17.804 2,55
541 1.51 86,4 57,2 220 6 6.025 2,25
616 1.477 86,4 58,5 255 6 7.897 2,3
689 1.443 86,4 59,9 275 6 9.538 2,37
788 1.38 86,4 62,6 320 6 13.009 2,46
790 1.55 96 61,9 300 6 12.462 2,45
835 1.363 86,4 63,4 325 6 13.721 2,49
973 1.494 96 64,3 360 6 17.715 2,54
1.052 1.471 96 65,3 410 6 21.609 2,58
1.149 1.38 96 69,6 425 6 25.317 2,75
1.245 1.354 96 70,9 425 6 26.474 2,81
733 1.625 112 68,9 260 7 9.737 2,34
764 1.415 100,8 71,2 259 7 9.689 2,4
797 1.425 100,8 70,7 280 7 11.192 2,39
833 1.6 112 70 280 7 11.976 2,38
846 1.403 100,8 71,8 290 7 12.29 2,42
935 1.5 112 74,7 300 7 14.733 2,53
1.319 1.4 112 80 400 7 26.413 2,71
1.35 1.385 112 80,9 405 7 27.36 2,74
1.438 1.351 112 82,9 430 7 30.932 2,81
512 1.222 96 78,6 160 8 4.105 2,29
544 1.528 115,2 75,4 170 8 4.636 2,23
582 1.675 128 76,4 175 8 5.442 2,27
617 1.186 96 80,9 185 8 5.73 2,36
848 1.6 128 80 290 8 13.285 2,38
878 1.375 115,2 83,8 290 8 13.016 2,47
928 1.568 128 81,6 290 8 13.758 2,42
956 1.362 115,2 84,7 300 8 14.876 2,5
978 1.314 115,2 87,7 300 8 16.003 2,59
1.09 1.54 128 83,1 345 8 18.9 2,47
1.217 1.489 128 86 325 8 19.814 2,55
1.31 1.47 128 87,1 360 8 23.62 2,59
1.492 1.33 128 96,2 400 8 30.953 2,86
1.607 1.357 128 94,3 425 8 34.315 2,8
1.805 1.278 128 100,2 450 8 52.106 2,97
1.225 1.338 129,6 96,9 315 9 19.303 2,54
1.483 1.43 144 100,7 420 9 33.442 2,66
1.757 1.352 144 106,5 420 9 37.667 2,81
1.814 1.346 144 107 425 9 38.577 2,82
1.922 1.303 144 110,5 430 9 41.339 2,92
655 1.435 144 100,3 165 10 5.723 2,65
1.383 993 120 120,8 300 10 21.039 2,82
1.424 1.525 160 104,9 350 10 24.99 2,49
2.032 1.34 160 119,4 440 10 44.717 2,84





Elastic Section Modulus Width Weight Height Thickness Moment of Inertia
Single Pile Wall
Wᵧ B     h t Iᵧ
cm³/m' mm kg/m kg/m² mm mm cm⁴/m'
302 700 32,4 46,3 150 4 2.209
374 700 40,4 57,7 152 5 2.753
455 700 48,5 69,3 154 6 3.369
540 700 56,3 80,4 156 7 4.004
600 700 64,2 88,9 158 8 4.46
680 700 72 102,9 160 9 5.12
774 710 49,5 69,7 294 5 10.92
933 710 57,9 82,8 296 6 13.53
1.08 710 67,3 96,2 298 7 15.701
1.23 710 76,7 109,6 300 8 17.896
1.38 710 85,6 122,3 300 9 20.896





Elastic Section Modulus Width Weight Height Flange Thickness Moment of Inertia Coating Area
Single Pile Wall
Wᵧ B     h t Iᵧ A
cm³/m' mm kg/m kg/m² mm mm cm⁴/m' m²/m'
1.145 878 80.5 91.7 310 8.6 17.968 2.30
1.178 878 82.9 94.4 310 8.9 18.504 2.30
1.257 878 88.8 101.2 310 9.5 19.719 2.30
1.412 833 80.5 96.7 358 8.6 25.607 2.30
1.455 833 82.9 99.5 358 8.9 26.391 2.30
1.554 833 88.8 106.6 358 9.5 28.272 2.30
1.706 789 82.9 105.1 395 8.9 34.119 2.30
1.825 789 88.8 112.6 395 9.5 36.580 2.30
1.976 789 96.1 121.9 395 10.3 39.703 2.30
1.895 755 82.9 109.8 417 8.9 40.061 2.30
2.027 755 88.8 117.7 417 9.5 42.957 2.30
2.194 755 96.1 127.4 417 10.3 46.570 2.30
2.075 721 82.9 115.0 437 8.9 45.893 2.30
2.220 721 88.8 123.2 437 9.5 49.162 2.30
2.403 721 96.1 133.4 437 10.3 53.364 2.30
Elastic Section Modulus Width Weight Height Thickness Moment of Inertia
Single Pile Wall
Wᵧ B     h t Iᵧ
cm³/m' mm kg/m kg/m² mm mm cm⁴/m'
605 785 41,9 53,5 276 5 8.395
724 785 50,4 64,1 277 6 10.053
836 785 58,4 74,4 278 7 11.657
951 785 66,6 84,8 279 8 13.302
1.067 785 74,8 95,3 280 9 14.944
972 675 41,9 62,6 376 5 18.5
1.164 675 50,4 74,4 377 6 22.131
1.35 675 58,4 86,5 378 7 25.698
1.54 675 66,6 98,7 379 8 29.332
1.728 675 74,8 110,8 380 9 32.914




Elastic Section Modulus Width Weight Height Flange Thickness Moment of Inertia Coating Area
Single Pile Wall
Wᵧ B     h t Iᵧ A
cm³/m' mm kg/m kg/m² mm mm cm⁴/m' m²/m'
471 809 40 49,4 230 5 5.421 2,22
617 766 40 52,2 270 5 8.338 2,35
644 766 40 52,2 304 5 9.785 2,35
784 722 40 55,4 355 5 13.136 2,49
965 676 40 59,2 425 5 20.516 2,66
699 792 48 62,7 275 6 9.611 2,27
783 748 48 64,1 305 6 11.939 2,41
878 725 48 66,2 325 6 14.265 2,48
1.153 655 48 73,2 377 6 21.741 2,75
1.167 659 48 72,8 405 6 23.626 2,73
1.246 903 60 66,4 470 6 29.28 2,55
491 794 56 70,5 175 7 4.293 2,27
532 787 56 71,1 185 7 4.923 2,29
846 737 56 75,9 275 7 11.628 2,44
921 727 56 77 306 7 14.095 2,48
1.078 694 56 80,6 330 7 17.79 2,59
1.257 665 56 84,3 390 7 24.517 2,71
1.33 644 56 86,9 378 7 25.13 2,8
1.201 685 64 93,4 330 8 19.82 2,63
1.227 683 64 93,6 335 8 20.865 2,64
1.257 679 64 94,3 350 8 22 2,65
1.481 639 64 100,1 378 8 28.008 2,82
1.244 700 72 102,9 314 9 19.527 2,57
1.307 686 72 105 320 9 20.908 2,62
1.684 630 72 114,3 375 9 31.568 2,86
1.735 627 72 114,7 395 9 34.27 2,87
1.771 882 90 102 450 9 39.857 2,61
1.832 871 90 103,3 450 9 41.228 2,64
1.349 682 80 117,2 305 10 20.567 2,64
1.404 677 80 118,1 320 10 22.468 2,66
1.72 636 80 125,7 360 10 30.964 2,83
1.929 607 80 131,7 380 10 36.648 2,97
2.354 808 100 123,8 475 10 55.898 2,85
2.468 795 100 125,8 500 10 61.702 2,89
2.628 776 100 128,9 535 10 70.289 2,96
3.082 715 100 139,8 575 10 88.594 3,22






Elastic Section Modulus Width Weight Height Thickness Moment of inertia Coating area*
Single Pile Wall
Wᵧ B     h t Iᵧ A
cm³/m' mm kg/m kg/m² mm mm cm⁴/m' m²/m'
130 795 24 30,2 120 3 778 2,31
520 1.17 96 82,1 185 8 4.811 2,39
940 1.531 128 83,6 325 8 15.291 2,48
1.202 1.401 128 91,4 440 8 26.457 2,71






Elastic Section Modulus Width Weight Height Thickness Moment of Inertia
Single Pile Wall
Wᵧ B     h t Iᵧ
cm³/m' mm kg/m kg/m² mm mm cm⁴/m'
182 600 62,5 37,5 78 6 726
242 600 83,3 50 80 8 968

 

Production process

Steel Sheet Pile Manufacturing Process

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