• A wide range of sections allowing a technically and economically optimum choice for each specific project

• Produced using the state-of-the-art facilities under rigorous quality control

• Combination of great profile depth with large flange thickness giving excellent mechanical properties

• The symmetrical form of the single element has made these sheet piles particularly convenient for re-use

• Easy fixing of tie-rods and struts, even under water

• Good corrosion resistance

Section①	Width b mm	Height h mm	Thickness		Sectional area cm²/m	Mass		Moment of inertia cm⁴/m	Elastic section modulus cm³/m	Static moment 　 cm³/m	Plastic section modulus cm³/m
			Web t mm	Flange s mm		single pile kg/m	wall 　 kg/m²
KPU 12	600	360	9.8	9.0	140	66.1	110	21600	1200	715	1457
KPU 12-10/10	600	360	10.0	10.0	148	69.6	116	22580	1255	755	1535
KPU 18-1	600	430	10.2	8.4	154	72.6	121	35950	1670	980	1988
KPU 18	600	430	11.2	9.0	163	76.9	128	38650	1800	1055	2134
KPU 18+1	600	430	12.2	9.5	172	81.1	135	41320	1920	1125	2280
KPU 22-1	600	450	11.1	9.0	174	81.9	137	46380	2060	1195	2422
KPU 22	600	450	12.1	9.5	183	86.1	144	49460	2200	1275	2580
KPU 22+1	600	450	13.1	10.0	192	90.4	151	52510	2335	1355	2735
KPU 28-1	600	452	14.2	9.7	207	97.4	162	60580	2680	1525	3087
KPU 28	600	454	15.2	10.1	216	101.8	170	64460	2840	1620	3269
KPU 28+1	600	456	16.2	10.5	226	106.2	177	68380	3000	1710	3450
KPU 32	600	452	19.5	11.0	242	114.1	190	72320	3200	1825	3687
KPU 14	750	408	10.0	8.3	132	77.9	104	28680	1405	820	1663
KPU 16	750	411	11.5	9.3	147	86.3	115	32850	1600	935	1891
KPU 18	750	441	10.5	9.1	150	88.5	118	39300	1780	1030	2082
KPU 20	750	444	12.0	10.0	165	96.9	129	44440	2000	1155	2339
KPU 23	750	447	13.0	9.5	173	102.1	136	50700	2270	1285	2600
KPU 25	750	450	14.5	10.2	188	110.4	147	56240	2500	1420	2866

① Executive standards: European standard EN 10248-1996

Section①	Effective width W mm	Effective height H mm	Web thickness t mm	Single pile				Per 1m of pile wall width
				Sectional area cm²	Mass kg/m	Moment of inertia cm⁴	Section modulus cm³	Sectional area cm²/m	Mass 　 kg/m²	Moment of inertia cm⁴/m	Section modulus cm³/m
KPU 400×100	400	100	10.5	61.18	48.0	1240	152	153.0	120.1	8740	874
KPU 400×125	400	125	13.0	76.42	60.0	2220	223	191.0	149.9	16800	1340
KPU 400×150	400	150	13.1	74.40	58.4	2790	250	186.0	146.0	22800	1520
KPU 400×170	400	170	15.5	96.99	76.1	4670	362	242.5	190.4	38600	2270
KPU 500×200	500	200	24.3	133.8	105.0	7960	520	267.6	210.1	63000	3150
KPU 500×225	500	225	27.6	153.0	120.1	11400	680	306.0	240.2	86000	2820
KPU 600×125	600	130	10.3	78.70	61.8	2110	203	131.2	103.0	13000	1000
KPU 600×180	600	180	13.4	103.9	81.6	5220	376	173.2	136.0	32400	1800
KPU 600×210	600	210	18.0	135.3	106.2	8630	539	225.5	177.0	56700	2700

① Executive standards: Chinese standard GB/T 20933-2014, Japanese standard JIS A 5528-2006