RELATED PRODUCTS

Box Piles

Pipe - Sheet Piles

Beam - Sheet Piles

Beam – Sheet Piles

Product introduction

Advancements in rolling techniques have enabled us to build up beams with Hot Rolled Flanges with interlocks to thread MHZ Sheet Piles. The resulting Beam acts as a King Pile providing the required stability and load bearing of the wall. The intermediary MHZ sheet piles help to transfer the load and cut off any soil erosion behind the wall.

For high strength retaining walls that require section modulus larger than 5200 cm3/m, a combination wall will be required. A combi-wall is a combination of a king pile together with sheet piles or interlocking elements to provide a continuous wall to retain the soil behind it. This can be in the form of Steel Pipe Sheet Pile, or Pipe-Sheet Piles Combi Wall, Beam-Sheet Piles Combi Wall and Box Pile Configurations.

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ADDITIONAL INFORMATION

BEAM + SHEET PILE PRODUCT INFORMATION
Section HZZ BEAM PROPERTIES Per Single Section
Height (h) Height (h) Thick (T) Cross Sec Area (a) Weight (m) Moment of Inertia (Iy) Elastic Modulus (Sx) Plastic Modulus (Sx)
mm (in) mm (in) mm (in) cm2 (in8) kg/m (lbslft) cm2 (in2) cm2 (in2) cm2 (in2)
HZZ 2323A 800 610 14 403.51 316.65 437.008 11.237 12.725
315 24.02 0.551 62.54 212.79 10,500.00 685.6 776.4
HZZ 2323B 880 690 14 414.72 325.44 545.338 12.715 14.362
34.65 27.17 0.551 64.28 218.69 13.1028 775.8 876.2
HZZ 2323C 960 770 15 433.67 340.23 670.738 14.305 16.193
37.8 30.31 0.591 67.22 228.63 16,115.80 872.8 988
HZZ 3023A 1000 810 16 477.85 375.25 804.676 15.517 18.578
39.37 31.69 0.63 74.07 252.17 19,333.90 946.8 1,133.50
HZZ 3023B 1080 890 17 499.62 392.28 967.112 17.28 20.716
42.52 35.04 0.669 77.44 263.61 23,236.70 1,054.30 1264
HZZ 3023C 1180 990 18 526.6 413.47 1,195.16 19.563 23.504
46.46 38.98 0.709 81.62 277.85 28,716.10 1,193.60 1,434.00
HZZ 3023D 1180 990 19 536.59 421.17 1,203.57 19.72 23.755
46.46 38.98 0.748 83.17 283.02 28,918.00 1,203.20 1,449.40
HZZ 4023A 1000 810 18 529.25 415.03 881.974 16.101 20.365
39.37 31.69 0.709 82.03 278.9 21,191.10 982.4 1,242.50
HZZ 4023B 1080 890 19 552.64 433.32 1,059.73 17.962 22.708
42.52 35.04 0.748 85.66 291.19 25,462.10 1,095.90 1,385.50
HZZ 4023C 1180 990 20 581.91 456.01 1,309.62 20.384 25.769
46.46 38.98 0.787 90.2 306.44 31,466.20 1,243.70 1,572.30
HZZ 4023D 1180 990 21 591.64 463.78 1,318.12 20.55 26.02
46.46 38.98 0.827 9170 31166 31,670.20 1,253.80 1,587.60
HZZ 4030A 1000 810 18 559.26 438.98 962.292 18.497 22.015
39.37 31.89 0.709 86.69 294.99 23,120.90 1,128.50 1,343.20
HZZ 4030B 1080 890 19 582.62 457.26 1,153.50 20.546 24.481
42.52 35.04 0.748 90.31 307.28 27,715.00 1,253.60 1,493.70
HZZ 4030C 1180 990 20 611.92 479.95 1,421.64 23.2 11.675
46.46 38.98 0.787 94.85 322.53 34,157.60 1,415.50 712.3
HZZ 4030D 1180 990 21 621.65 487.72 1,429.85 23.354 27.943
46.46 39.98 0.827 96.36 327.75 34,354.80 1,424.90 1,704.90

WATERFRONT

Flood protection and waterfront structures for berthing facilities for harbours and port projects.

UNDERGROUND

Substructure Foundation Works for Drilling,Tunneling and Earth Retaining Structures.

RAILS

Crane Rails and Accessories for Port
and Material Handling purposes.

PROJECT SERVICES

Consultancy for design
and feasibility studies.