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- SHEET PILE
- U SHEET PILE
U sheet pile has many advantages as following:
1.It combines great profile depth and has excellent statical properties;
2.It is quite suitable for re-use due to the symmetrical form of the single element;
3.It is possible to assemble the piles into pairs in the factory, this way could improve the quality and performance of installation;
4.Good corrosion resistance performance.
- Z SHEET PILE
Z sheet pile, with continuous form of the web and the location of the interlock symmetrically on each side of the eneutral axis, it has great improvement on the section modulus. Followings are the main advantages:
1. Large width, good installation performance;
2. Extremely competative of section - modulus to mass ratio;
3.increased inertia for reduced deflection
4.Good corrosion resistance
- HZ SHEET PILE
The SLH/SLZ wall is a combined system incorporating:
- SLHZ king piles as structureal supports,
- SLZ sheet piles as intermediary elements,
The HZ king piles fulfil two different structural functions:
- retaining menbers for soil and hydrostatic pressures
- bearing piles for vertical loadsAll combinations are based on the same principle: structural supports comprising 1 or 2 SLH king pile sections alternating with intermediary double SLZ sheet pile sections. The intermediary sheet piles have a soil-retaining and load-transferring function and may be shorter than the SLH primary piles. Depending on the structural combination and steel grade adpoted, bending moments up to 9000kNm/m can be safely resisted.
- OZ SHEET PILE
Intermediary sheet piles: double SLZ18-1 Intermediary sheet piles:triple SLU18-3 Diameter(D) Thickness(d) (b) Mass Isys/m Wsys/m Bsys Mass Isys/m Wsys/m mm mm m kg/m2 cm4/m cm3/m m kg/m2 cm4/m cm3/m 914 10 2.23 175 149180 3264 2.77 170 127768 2796 914 12 2.23 194 174132 3810 2.77 186 147863 3236 914 14 2.23 214 198750 4349 2.77 202 167688 3669 1016 12 2.34 199 222648 4383 2.88 190 188201 3705 1016 14 2.34 220 255271 5025 2.88 207 214699 4226 1016 16 2.34 240 287501 5659 2.88 224 240877 4742 1219 14 2.54 230 395902 6496 3.08 216 333340 5469 1219 16 2.54 253 447898 7349 3.08 235 376217 6173 1219 18 2.54 276 499372 8193 3.08 254 418663 6869 1422 16 2.74 263 652705 9180 3.28 245 551760 7760 1422 18 2.74 288 729298 10257 3.28 266 615751 8660 1422 20 2.74 313 805231 11325 3.28 287 679191 9553 1524 16 2.84 268 772873 10143 3.38 249 655795 8606 1524 18 2.84 294 864225 11342 3.38 271 732570 9614 1524 20 2.84 320 954844 12531 3.38 293 808728 10613 1626 18 2.95 299 1012366 12452 3.49 276 861615 10598 1626 20 2.95 326 1119126 13765 3.49 299 951837 17089 1626 22 2.95 352 1225081 15069 3.49 321 1041380 12809 1829 18 3.15 308 1347086 14730 3.69 285 1155634 12637 1829 20 3.15 336 1490373 16297 3.69 309 1277946 13974 1829 22 3.15 364 1632701 17853 3.69 333 1399440 15303 2032 20 3.35 346 1921455 18912 3.89 319 1660297 16342 2032 22 3.35 375 2106103 20729 3.89 344 1819326 17907 2032 24 3.35 404 2289640 22536 3.89 369 1977398 19463 2540 21 3.86 381 3426296 26979 4.4 353 3010605 23706 2540 23 3.86 413 3742696 29470 4.4 381 3288174 25891 2540 25 3.86 445 4057578 31949 4.4 409 3564411 28066 2997 21 4.32 396 5045198 33668 4.86 369 4488631 29954 2997 23 4.32 429 5513686 36795 4.86 399 4905033 32733 2997 25 4.32 463 5980273 39908 4.86 429 5319744 35500 - STRAIGHT WEB PILES
Single Pile Sections Width(a) Thickness(t) Deviation Angle Steel Section Mass per m Mass per m2 Moment of Inertia Modulus of Section mm mm o kg/m kg/m2 cm4/m cm3/m SLT1 500 9.5 4.5 81 63.6 127.2 167 45 SLT2 500 11 4.5 90 70.5 141 185 48 SLT3 500 12 4.5 94.3 74 148 195 50.5 SLT4 500 12.5 4.5 96.8 76 152 205 51 SLT5 500 12.7 9.5 98 77 154 206 51.5 - LIGHTWEIGHT SECTIONS
Sections Width(b) Height(h) Thickness(t) Section Area Weight per Pile Weight per Wall Moment
of InertiaModulus
of Sectionmm mm mm cm2/m kg/m kg/m2 cm4/m cm3m SLT1 600 260 3.5 66 31.1 51.8 5530 430 SLT2 600 260 4 77.2 36.4 60.6 6711 519 SLT3 700 146 4 82.3 45.2 64.6 2042 276 SLT4 700 147 5 101.7 55.9 79.9 2505 340 SLT5 700 148 6 120.1 66 94.3 3080 410 SLT6 700 149 7 141.9 78 111 3500 460 SLT7 700 150 8 160 87.9 125.6 4050 540 SLT8 700 260 5 82.6 45.4 64.9 7901 610 SLT9 700 320 5.5 96.3 52.9 75.6 13000 815 SLT10 700 320 6.5 113.7 62.5 89.3 15230 960 MGFL8 430 38 3.5 14.4 52 - TRENCH SECTIONS
Sections Width(a)
Height(h) Thickness(t) Weight per Pile
Weight per Wall
Moment
of InertiaModulus
of Sectionmm mm mm kg/m kg/m2 cm4/m cm3/m SLT1 600 78 6 37.44 62.5 726 182 SLT2 600 80 8 49.6 83.2 968 242 SLT3 650 80 6 40.3 62 759 195 SLT4 650 82 8 53.8 82.7 1015 248 SLT5 750 95 6 42.4 56.6 975 202 SLT6 750 96 7 49.6 66.1 1139 234 SLT7 750 97 8 56.8 75.7 1304 266 SLT8 880 152 4 38 43.1 1638 218 SLT9 880 154 6 56.7 64.4 2450 320 SLT10 880 156 8 73 83 3245 419 MGFS 330 3.5 3.5 11.3 45 - STEEL GRADES OF SHEET PILE SECTIONS
SHEET PILE
Steel sheet pile is popular applied in projects of offshore building, riverside building and some other projects need to prevent the sands, water, and mud.
Cold-formed sheet pile has advantages in lighter weight, higher modulus and lower cost compare to the hot rolled sheet pile, meanwhile it has no limitation on min. Quantity and has quick delivery.
Material:SS490, MDB350, S430GP, S270GP, S355GP
Standard: EN10249
