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.

D77E337A-0685-46C2-BD4B-7F7D3389B12F_1_105_c

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.

EFBC88CF-31B5-4ADC-9844-8AD4F2682975_1_105_c

SUPERIOR DESIGN

Designed to provide greater strength to weight ratio compared to rival U Sheet Piles. Greater Efficiency in Strength.

MHZ20-1 vs Type 4 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	Width b mm	Height h mm	Thickness Flange/Web mm	Cross Section Area cm2/m	Weight kg/m	Weight kg/m2	Moment of Inertia cm4/m	Elastic Modulus cm3/m	Bending Moment S355GP kNm/m	Coating Area m2/m
MHZ12-1	770	361	343.5	8.6/8.5	120.8	72.8	94.5	21496	1252	444.46	0.93
MHZ13-1	770	360	344	9.1/9	126.5	76.2	99	22433	1304	462.92	0.93
MHZ14-1	770	360	344.5	9.6/9.5	132.2	79.6	103.4	23370	1357	481.74	0.86
MHZ17-1	700	365	420	8.5/8.4	132.8	73.3	104.7	36425	1735	615.93	0.93
MHZ18-1	700	365	420.5	9.1/9	139.1	76.7	109.6	38001	1807	641.49	0.93
MHZ19-1	700	365	421	9.6/9.5	145.4	80.2	114.6	39578	1880	667.4	0.93
MHZ20-1	700	365	421.5	10.1/10	151.7	83.7	119.5	41155	1953	693.32	0.93
MHZ24-2	700	382	459.2	11.3/11.2	174.4	95.8	136.9	55949	2437	865.14	0.97
MHZ26-2	700	382	460.2	12.3/12.2	187.4	103	147.1	59843	2601	923.36	0.97
MHZ27-1	700	382	460.7	12.8/12.7	193.6	106.4	152	61641	2676	949.98	0.97
MHZ28-2	700	450	461.2	13.3/13.2	200.4	110.1	157.3	63740	2764	981.22	0.97
MHZ36-1	700	450	499.2	15.1/11.2	216.1	118.7	169.6	89753	3596	1276.58	1.03
MHZ38-1	700	450	500.2	16.1/12.2	230.2	126.5	180.7	94984	3798	1348.29	1.03
MHZ40-1	700	450	501.2	17.1/13.2	244.4	134.3	191.8	100219	3999	1419.65	1.03
MHZ42-1	700	450	499.2	18.1/14	260.2	143	204.2	105453	4228	1500.94	1.03
MHZ44-1	700	450	500.2	19.1/15	274.3	150.7	215.3	110942	4436	1574.78	1.03
MHZ46-1	700	450	501.2	20.1/16	288.5	158.5	226.5	116159	4635	1645.43	1.03
MHZ48-1	700	450	503.2	22.1/15	290	159.3	227.6	120467	4788	1699.74	1.02
MHZ50-1	700	450	504.2	23.1/16	303.4	166.7	238.2	125358	4973	1765.42	1.02
MHZ52-1	700	450	505.2	24.1/17	317.2	174.3	249	130403	5162	1832.51	1.02

COMPARISON TO U-TYPE JIS PILES IN SY295 or SYW295

Section	Width a mm	Height h mm	Thickness Flange/Web mm	Cross Section Area cm2/m	Weight kg/m	Weight kg/m2	Moment of Inertia cm4/m	Elastic Modulus cm3/m	Bending Moment S355GP kNm/m	Coating Area m2/m
Type II	400	100	10.5	61.18	48	120	8740	874	257.83	1.33
Type III	400	125	13.0	76.42	60	150	16800	1340	395.3	1.44
Type IIIA	400	150	13.1	74.4	58.4	146	22800	1520	448.4	1.44
Type IV	400	170	15.5	96.99	76.1	190	38600	2270	669.65	1.61
Type VL	500	200	24.3	133.8	105.0	210	63000	3150	929.25	1.75
Type VIL	500	225	28.6	153.0	120.0	240	8600	3820	1126.90	1.83