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Steel Sheet Pile

The Steel Sheet Pile is a kind of steel structure with linkages on the edge, and the linkages can be freely combined to form a continuous and compact retaining wall or water retaining wall.
The seams are safe and suitable for long-dimension construction. Since the steel sheet pile is easy to make welded joints, the pile sections are spliced together, and the strength of the joints is equal to that of the base material, so the embedding depth that meets the needs can be determined.

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Steel pipe piling

ASTM A500 Steel pipe

Product Details

Steel sheet pile type: Marine coat steel sheet pile, sheet piling, J-pocket pile, Type U steel sheet pile, Type Z steel sheet pile, Hot Rolled Sheet Piles,Cold Formed Precision Sheet Piles，Retaining walls steel sheet pile

Steel sheet pile materials: S355GP, S390GP, S430GP,S460GP,GR50,GR55,GR60,GR65,GR70,SY295,SY390 etc.

Steel sheet pile Standard: EN10248, EN10255, ASTM A572, JIS A5528, JIS A5523, GB/T20933, GB1591 etc.

Steel sheet pile specification: 400mm-width, 500mm-width, 600mm-width Length: 2-19m

Steel sheet pile usage: Revetment, quay wall, retaining walls, breakwater etc.

What is steel sheet pile

The steel sheet pile is made up of a steel sheet. It is a large cross-section width ensures that the mechanical properties of the cross-section are fully exerted. The cross-section structure is designed reasonably and has a high "quality factor". The steel sheet piles did not affect the use by weather conditions. It has significant environmental protection effects, greatly reducing the amount of borrowed soil and the use of concrete, effectively protecting land resources.

Advantages 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 the 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 water tightness.

Application of steel sheet pile

● Port and harbor structures

● River revetments

● Retaining walls

● Cofferdams

U-sheet 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.

Type U steel sheet pile

Elastic Section Modulus	Width	Weight		Height	Back Thickness	Web Thickness	Back Width	Moment of Inertia	Coating Area
Elastic Section Modulus	Width	Single Pile	Wall	Height	Back Thickness	Web Thickness	Back Width	Moment of Inertia	Coating Area
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.

Type Z steel sheet pile

Elastic Section Modulus	Width	Weight		Height	Flange Thickness	Web Thickness	Moment of Inertia	Coating Area *
Elastic Section Modulus	Width	Single Pile	Wall	Height	Flange Thickness	Web Thickness	Moment of Inertia	Coating Area *
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
Elastic Section Modulus	Width	Single Pile	Wall	Height	Flange Thickness	Web Thickness	Moment of Inertia	Coating Area
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 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

Cold Formed Precision Sheet Piles

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