PERFECT FOR ALL WATERFRONT, STRUCTURAL AND SUBSTRUCTURE RETAINING WALLS
HOT ROLLED
2x STRONGER INTERLOCK
Provide superior strength and watertightness as
well as accuracy to interlocks. Provides at least
2x stronger interlock strength as compared to
Cold Formed Sheet Piles.
LARSSEN INTERLOCK
Interlocks are Larssen Designed.
Which have been tried and tested
over decades of production.
MORE STEEL WHERE
IT MATTERS
Thickened section provides greater corrosion resistance in seawater environments.
SUPERIOR DESIGN
Designed to provide greater strength to weight ratio compared to rival U Sheet Piles. Greater Efficiency in Strength
MHZ12-1 vs Type 2 U-Type
MHZ12-1 vs Type 3 U-Type
MHZ13-1 vs Type 3a U-Type
HIGH TENSILE STEEL
OF S355GP OR HIGHER
Providing greater strength and bending
moment capability as compared to Mid Steel.
This durability can be seen in the stiffness
and hence have less damage during driving.
WIDE SECTION MODULUS RANGE
We cover a wide range of section modulus from 1200 – 5200 cm3/m.
WIDTH
Being 700mm – 770mm width, less number of pieces would be required as compared to 400mm U Shaped Piles. This speeds up the driving time and lessens the cost.
INSTALLATION
-
Vibratory Hammer by Crane or Backhoe
-
Silent Press in Piler
-
Impact Hammer
Additional Information
PRODUCT INFORMATION SHEET
| Section | Width a mm |
Height h mm |
Thickness Flange/Web mm |
Section Area cm2/m |
Weight kg/m |
Weight kg/m2 |
Moment of Inertia cm4/m |
Section Modulus cm3/m |
Bending Moment S355GP kNm/m |
| MHZ12-1 | 770 | 343.5 | 8.6/8.5 | 120.8 | 72.8 | 94.5 | 21496 | 1252 | 444.46 |
| MHZ13-1 | 770 | 344 | 9.1/9 | 126.5 | 76.2 | 99 | 22433 | 1304 | 462.92 |
| MHZ14-1 | 770 | 344.5 | 9.6/9.5 | 132.2 | 79.6 | 103.4 | 23370 | 1357 | 481.74 |
| MHZ17-1 | 700 | 420 | 8.5/8.4 | 132.8 | 73.3 | 104.7 | 36425 | 1735 | 615.93 |
| MHZ18-1 | 700 | 420.5 | 9.1/9 | 139.1 | 76.7 | 109.6 | 38001 | 1807 | 641.49 |
| MHZ19-1 | 700 | 421 | 9.6/9.5 | 145.4 | 80.2 | 114.6 | 39578 | 1880 | 667.4 |
| MHZ20-1 | 700 | 421.5 | 10.1/10 | 151.7 | 83.7 | 119.5 | 41155 | 1953 | 693.32 |
| MHZ24-2 | 700 | 459.2 | 11.3/11.2 | 174.4 | 95.8 | 136.9 | 55949 | 2437 | 865.14 |
| MHZ26-2 | 700 | 460.2 | 12.3/12.2 | 187.4 | 103 | 147.1 | 59843 | 2601 | 923.36 |
| MHZ27-1 | 700 | 460.7 | 12.8/12.7 | 193.6 | 106.4 | 152 | 61641 | 2676 | 949.98 |
| MHZ28-2 | 700 | 461.2 | 13.3/13.2 | 200.4 | 110.1 | 157.3 | 63740 | 2764 | 981.22 |
| MHZ36-1 | 700 | 499.2 | 15.1/11.2 | 216.1 | 118.7 | 169.6 | 89753 | 3596 | 1276.58 |
| MHZ38-1 | 700 | 500.2 | 16.1/12.2 | 230.2 | 126.5 | 180.7 | 94984 | 3798 | 1348.29 |
| MHZ40-1 | 700 | 501.2 | 17.1/13.2 | 244.4 | 134.3 | 191.8 | 100219 | 3999 | 1419.65 |
| MHZ42-1 | 700 | 499.2 | 18.1/14 | 260.2 | 143 | 204.2 | 105453 | 4228 | 1500.94 |
| MHZ44-1 | 700 | 500.2 | 19.1/15 | 274.3 | 150.7 | 215.3 | 110942 | 4436 | 1574.78 |
| MHZ46-1 | 700 | 501.2 | 20.1/16 | 288.5 | 158.5 | 226.5 | 116159 | 4635 | 1645.43 |
| MHZ48-1 | 700 | 503.2 | 22.1/15 | 290 | 159.3 | 227.6 | 120467 | 4788 | 1699.74 |
| MHZ50-1 | 700 | 504.2 | 23.1/16 | 303.4 | 166.7 | 238.2 | 125358 | 4973 | 1765.42 |
| MHZ52-1 | 700 | 505.2 | 24.1/17 | 317.2 | 174.3 | 249 | 130403 | 5162 | 1832.51 |
COMPARISON TO U-TYPE JIS PILES IN SYW295
| Section | Width a mm |
Height h mm |
Thickness Flange/Web mm |
Section Area cm2/m |
Weight kg/m |
Weight kg/m2 |
Moment of Inertia cm4/m |
Section Modulus cm3/m |
Bending Moment S355GP kNm/m |
| Type II | 400 | 100 | 10.5 | 61.18 | 48 | 120 | 8740 | 874 | 257.83 |
| Type III | 400 | 125 | 13 | 76.42 | 60 | 150 | 16800 | 1340 | 395.3 |
| Type IIIA | 400 | 150 | 13.1 | 74.4 | 58.4 | 146 | 22800 | 1520 | 448.4 |
| Type IV | 400 | 170 | 15.5 | 96.99 | 76.1 | 190 | 38600 | 2270 | 669.65 |
Product Images
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