Cold formed precision sheet piles | PalPile B.V.

PalPile produces and stocks cold formed and cold rolled sheet piling. Our standard delivery program contains OMEGA sections, U-sections and Z-sections.

For datasheets please scroll down.

Our sheet piles are available in thicknesses from 4 mm (light) up to 15 mm (heavy) in lengths up to 24 meters or longer on request.

PalPile cold formed sheet piles are custom made. We design and produce according to our clients specific demands and wishes. The dimensions, weight and technical specifications of these sheet piles match the exact specifications of the building- and project plans.

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.

All PalPile cold formed sheet piles are produced in a refined manufacturing facility and are equipped with high quality precision interlocks. PalPile precision piling is the best and most economical solution for all your sheet piling projects.

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 sheet piling

MZ

Do	Not	Use	First	Row
Section	Elastic Section Modulus	Width	Weight			Height	Thickness	Moment of Inertia
Section	Elastic Section Modulus	Width				Height	Thickness	Moment of Inertia	Single Pile	Wall
	Wᵧ	B			h	t	Iᵧ
	cm³/m'	mm	kg/m	kg/m²	mm	mm	cm⁴/m'
MZ 5-850	656	850	42,8	50,4	340	5	11.160
MZ 6-800	638	800	48,5	62	300	6	9.505
MZ 7-850	714	850	51,3	60,6	340	6	12.034
MZ 7-725	730	725	45	60,4	300	6	10.727
MZ 8-725	846	725	52	71,7	271	7	11.540
MZ 12-770	1.245	770	72,6	94	344	8,5	21.430
MZ 12-850	1.205	850	44,3	75,3	420	7	24.651
MZ 13-770	1.300	770	76,1	99	344	9	22.360
MZ 13-850	1.318	850	73,1	86	400	8	26.360
MZ 14-770	1.355	770	79,5	103	345	9,5	23.300
MZ 17-700	1.730	700	73,1	104,4	420	8,5	36.330
MZ 18-700	1.800	700	76,5	109	420	9	37.800
MZ 18-850	1.805	850	85,9	101,1	480	9	43.335
MZ 19-750	1.944	750	80,9	107,8	460	9	44.718
MZ 20-700	1.945	700	83,3	119	421	10	40.950
MZ 20-850	2.000	850	96	112,9	470	10	46.862
MZ 24-700	2.430	700	95,7	136,7	459	11,2	55.768
MZ 26-700	2.600	700	102,9	147	460	12,2	59.800
MZ 28-700	2.760	700	110	157	440	13,2	63.620
MZ 28-725	2.800	725	94,9	130,9	550	10	75.965
MZ 33-700	3.285	700	76,7	163	500	12	82.929
MZ 36-700	3.600	700	118,6	169,4	520	12,5	89.668
MZ 37-700	3.710	700	124,5	177,8	499	12,5	92.415
MZ 39-700	3.905	700	133	190	560	13,5	97.500
MZ 42-750	4.231	750	141,6	188,8	550	13	116.350
MZ 46-580	4.600	580	133	229	540	15	110.465
MZ 48-750	4.805	750	172,4	229,8	520	15	124.921
MZ 50-580	5.020	580	146,8	253	580	16	121.070

Cold formed sheet piling

OMEGA

Do	Not	Use	First	Row
Section	Elastic Section Modulus	Width	Weight			Height	Flange Thickness	Moment of Inertia	Coating Area
Section	Elastic Section Modulus	Width				Height	Flange Thickness	Moment of Inertia	Coating Area	Single Pile	Wall
	Wᵧ	B			h	t	Iᵧ	A
	cm³/m'	mm	kg/m	kg/m²	mm	mm	cm⁴/m'	m²/m'
IBO 264-4	264	1.017	40	39,3	160	4	2.128	2,26
IBO 434-4	434	1.661	64	38,6	250	4	5.649	2,29
IBO 619-4	619	1.540	64	41,6	350	4	10.926	2,47
IBO 448-5	448	1.513	72	47,6	205	5	4.608	2,25
IBO 462-5	462	1.504	72	47,9	215	5	5.044	2,26
IBO 518-5	518	1.651	80	48,2	255	5	7.035	2,3
IBO 619-5	619	1.643	80	48,7	300	5	9.747	2,31
IBO 708-5	708	1.558	80	51,3	315	5	11.413	2,44
IBO 720-5	720	1.365	72	52,7	325	5	11.724	2,49
IBO 781-5	781	1.330	72	54,1	360	5	14.118	2,56
IBO 867-5	867	1.492	80	53,6	410	5	17.804	2,55
IBO 541-6	541	1.510	86,4	57,2	220	6	6.025	2,25
IBO 616-6	616	1.477	86,4	58,5	255	6	7.897	2,3
IBO 689-6	689	1.443	86,4	59,9	275	6	9.538	2,37
IBO 788-6	788	1.380	86,4	62,6	320	6	13.009	2,46
IBO 790-6	790	1.550	96	61,9	300	6	12.462	2,45
IBO 835-6	835	1.363	86,4	63,4	325	6	13.721	2,49
IBO 973-6	973	1.494	96	64,3	360	6	17.715	2,54
IBO 1052-6	1.052	1.471	96	65,3	410	6	21.609	2,58
IBO 1149-6	1.149	1.380	96	69,6	425	6	25.317	2,75
IBO 1245-6	1.245	1.354	96	70,9	425	6	26.474	2,81
IBO 733-7	733	1.625	112	68,9	260	7	9.737	2,34
IBO 764-7	764	1.415	100,8	71,2	259	7	9.689	2,4
IBO 797-7	797	1.425	100,8	70,7	280	7	11.192	2,39
IBO 833-7	833	1.600	112	70	280	7	11.976	2,38
IBO 846-7	846	1.403	100,8	71,8	290	7	12.290	2,42
IBO 935-7	935	1.500	112	74,7	300	7	14.733	2,53
IBO 1319-7	1.319	1.400	112	80	400	7	26.413	2,71
IBO 1350-7	1.350	1.385	112	80,9	405	7	27.360	2,74
IBO 1438-7	1.438	1.351	112	82,9	430	7	30.932	2,81
IBO 512-8	512	1.222	96	78,6	160	8	4.105	2,29
IBO 544-8	544	1.528	115,2	75,4	170	8	4.636	2,23
IBO 582-8	582	1.675	128	76,4	175	8	5.442	2,27
IBO 617-8	617	1.186	96	80,9	185	8	5.730	2,36
IBO 848-8	848	1.600	128	80	290	8	13.285	2,38
IBO 878-8	878	1.375	115,2	83,8	290	8	13.016	2,47
IBO 928-8	928	1.568	128	81,6	290	8	13.758	2,42
IBO 956-8	956	1.362	115,2	84,7	300	8	14.876	2,5
IBO 978-8	978	1.314	115,2	87,7	300	8	16.003	2,59
IBO 1090-8	1.090	1.540	128	83,1	345	8	18.900	2,47
IBO 1217-8	1.217	1.489	128	86	325	8	19.814	2,55
IBO 1310-8	1.310	1.470	128	87,1	360	8	23.620	2,59
IBO 1492-8	1.492	1.330	128	96,2	400	8	30.953	2,86
IBO 1607-8	1.607	1.357	128	94,3	425	8	34.315	2,8
IBO 1805-8	1.805	1.278	128	100,2	450	8	52.106	2,97
IBO 1225-9	1.225	1.338	129,6	96,9	315	9	19.303	2,54
IBO 1483-9	1.483	1.430	144	100,7	420	9	33.442	2,66
IBO 1757-9	1.757	1.352	144	106,5	420	9	37.667	2,81
IBO 1814-9	1.814	1.346	144	107	425	9	38.577	2,82
IBO 1922-9	1.922	1.303	144	110,5	430	9	41.339	2,92
IBO 655-10	655	1.435	144	100,3	165	10	5.723	2,65
IBO 1383-10	1.383	993	120	120,8	300	10	21.039	2,82
IBO 1424-10	1.424	1.525	160	104,9	350	10	24.990	2,49
IBO 2032-10	2.032	1.340	160	119,4	440	10	44.717	2,84

Cold formed sheet piling

MKL

Do	Not	Use	First	Row
Section	Elastic Section Modulus	Width	Weight			Height	Thickness	Moment of Inertia
Section	Elastic Section Modulus	Width				Height	Thickness	Moment of Inertia	Single Pile	Wall
	Wᵧ	B			h	t	Iᵧ
	cm³/m'	mm	kg/m	kg/m²	mm	mm	cm⁴/m'
MKL 3-4	302	700	32,4	46,3	150	4	2.209
MKL 3-5	374	700	40,4	57,7	152	5	2.753
MKL 3-6	455	700	48,5	69,3	154	6	3.369
MKL 3-7	540	700	56,3	80,4	156	7	4.004
MKL 3-8	600	700	64,2	88,9	158	8	4.460
MKL 3-9	680	700	72	102,9	160	9	5.120
MKL 4-5	774	710	49,5	69,7	294	5	10.920
MKL 4-6	933	710	57,9	82,8	296	6	13.530
MKL 4-7	1.080	710	67,3	96,2	298	7	15.701
MKL 4-8	1.230	710	76,7	109,6	300	8	17.896
MKL 4-9	1.380	710	85,6	122,3	300	9	20.896

Cold formed sheet piles

MSZ

Do	Not	Use	First	Row
Section	Elastic Section Modulus	Width	Weight			Height	Flange Thickness	Moment of Inertia	Coating Area
Section	Elastic Section Modulus	Width				Height	Flange Thickness	Moment of Inertia	Coating Area	Single Pile	Wall
	Wᵧ	B			h	t	Iᵧ	A
	cm³/m'	mm	kg/m	kg/m²	mm	mm	cm⁴/m'	m²/m'
MSZ 14-340	1.145	878	80.5	91.7	310	8.6	17.968	2.30
MSZ 14-350	1.178	878	82.9	94.4	310	8.9	18.504	2.30
MSZ 14-375	1.257	878	88.8	101.2	310	9.5	19.719	2.30
MSZ 15-340	1.412	833	80.5	96.7	358	8.6	25.607	2.30
MSZ 15-350	1.455	833	82.9	99.5	358	8.9	26.391	2.30
MSZ 15-375	1.554	833	88.8	106.6	358	9.5	28.272	2.30
MSZ 16-350	1.706	789	82.9	105.1	395	8.9	34.119	2.30
MSZ 16-375	1.825	789	88.8	112.6	395	9.5	36.580	2.30
MSZ 16-406	1.976	789	96.1	121.9	395	10.3	39.703	2.30
MSZ 17-350	1.895	755	82.9	109.8	417	8.9	40.061	2.30
MSZ 17-375	2.027	755	88.8	117.7	417	9.5	42.957	2.30
MSZ 17-406	2.194	755	96.1	127.4	417	10.3	46.570	2.30
MSZ 18-350	2.075	721	82.9	115.0	437	8.9	45.893	2.30
MSZ 18-375	2.220	721	88.8	123.2	437	9.5	49.162	2.30
MSZ 18-406	2.403	721	96.1	133.4	437	10.3	53.364	2.30

Cold formed sheet piles

MZK

Do	Not	Use	First	Row
Section	Elastic Section Modulus	Width	Weight			Height	Thickness	Moment of Inertia
Section	Elastic Section Modulus	Width				Height	Thickness	Moment of Inertia	Single Pile	Wall
	Wᵧ	B			h	t	Iᵧ
	cm³/m'	mm	kg/m	kg/m²	mm	mm	cm⁴/m'
MZK 785-5	605	785	41,9	53,5	276	5	8.395
MZK 785-6	724	785	50,4	64,1	277	6	10.053
MZK 785-7	836	785	58,4	74,4	278	7	11.657
MZK 785-8	951	785	66,6	84,8	279	8	13.302
MZK 785-9	1.067	785	74,8	95,3	280	9	14.944
MZK 675-5	972	675	41,9	62,6	376	5	18.500
MZK 675-6	1.164	675	50,4	74,4	377	6	22.131
MZK 675-7	1.350	675	58,4	86,5	378	7	25.698
MZK 675-8	1.540	675	66,6	98,7	379	8	29.332
MZK 675-9	1.728	675	74,8	110,8	380	9	32.914

Cold formed sheet piles

VKZ

Do	Not	Use	First	Row
Section	Elastic Section Modulus	Width	Weight			Height	Flange Thickness	Moment of Inertia	Coating Area
Section	Elastic Section Modulus	Width				Height	Flange Thickness	Moment of Inertia	Coating Area	Single Pile	Wall
	Wᵧ	B			h	t	Iᵧ	A
	cm³/m'	mm	kg/m	kg/m²	mm	mm	cm⁴/m'	m²/m'
VKZ 471-5	471	809	40	49,4	230	5	5.421	2,22
VKZ 617-5	617	766	40	52,2	270	5	8.338	2,35
VKZ 644-5	644	766	40	52,2	304	5	9.785	2,35
VKZ 784-5	784	722	40	55,4	355	5	13.136	2,49
VKZ 965-5	965	676	40	59,2	425	5	20.516	2,66
VKZ 699-6	699	792	48	62,7	275	6	9.611	2,27
VKZ 783-6	783	748	48	64,1	305	6	11.939	2,41
VKZ 878-6	878	725	48	66,2	325	6	14.265	2,48
VKZ 1153-6	1.153	655	48	73,2	377	6	21.741	2,75
VKZ 1167-6	1.167	659	48	72,8	405	6	23.626	2,73
VKZ 1246-6	1.246	903	60	66,4	470	6	29.280	2,55
VKZ 491-7	491	794	56	70,5	175	7	4.293	2,27
VKZ 532-7	532	787	56	71,1	185	7	4.923	2,29
VKZ 846-7	846	737	56	75,9	275	7	11.628	2,44
VKZ 921-7	921	727	56	77	306	7	14.095	2,48
VKZ 1078-7	1.078	694	56	80,6	330	7	17.790	2,59
VKZ 1257-7	1.257	665	56	84,3	390	7	24.517	2,71
VKZ 1330-7	1.330	644	56	86,9	378	7	25.130	2,8
VKZ 1201-8	1.201	685	64	93,4	330	8	19.820	2,63
VKZ 1227-8	1.227	683	64	93,6	335	8	20.865	2,64
VKZ 1257-8	1.257	679	64	94,3	350	8	22.000	2,65
VKZ 1481-8	1.481	639	64	100,1	378	8	28.008	2,82
VKZ 1244-9	1.244	700	72	102,9	314	9	19.527	2,57
VKZ 1307-9	1.307	686	72	105	320	9	20.908	2,62
VKZ 1684-9	1.684	630	72	114,3	375	9	31.568	2,86
VKZ 1735-9	1.735	627	72	114,7	395	9	34.270	2,87
VKZ 1771-9	1.771	882	90	102	450	9	39.857	2,61
VKZ 1832-9	1.832	871	90	103,3	450	9	41.228	2,64
VKZ 1349-10	1.349	682	80	117,2	305	10	20.567	2,64
VKZ 1404-10	1.404	677	80	118,1	320	10	22.468	2,66
VKZ 1720-10	1.720	636	80	125,7	360	10	30.964	2,83
VKZ 1929-10	1.929	607	80	131,7	380	10	36.648	2,97
VKZ 2354-10	2.354	808	100	123,8	475	10	55.898	2,85
VKZ 2468-10	2.468	795	100	125,8	500	10	61.702	2,89
VKZ 2628-10	2.628	776	100	128,9	535	10	70.289	2,96
VKZ 3082-10	3.082	715	100	139,8	575	10	88.594	3,22

Cold formed sheet piles

MKU

Do	Not	Use	First	Row
Section	Elastic Section Modulus	Width	Weight			Height	Thickness	Moment of inertia	Coating area*
Section	Elastic Section Modulus	Width				Height	Thickness	Moment of inertia	Coating area*	Single Pile	Wall
	Wᵧ	B			h	t	Iᵧ	A
	cm³/m'	mm	kg/m	kg/m²	mm	mm	cm⁴/m'	m²/m'
MKU 130-3	130	795	24	30,2	120	3	778	2,31
MKU 520-8	520	1.170	96	82,1	185	8	4.811	2,39
MKU 940-8	940	1.531	128	83,6	325	8	15.291	2,48
MKU 1202-8	1.202	1.401	128	91,4	440	8	26.457	2,71

Trench Piles

MKD

Not

Use

First

Row

Section

Elastic Section Modulus

Width

Weight

Height

Thickness

Moment of Inertia

Single Pile

Wall

Wᵧ

Iᵧ

cm³/m'

kg/m

kg/m²

cm⁴/m'

MKD VI/6

182

600

62,5

37,5

726

MKD VI/8

242

600

83,3

968