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One-stop Steel
Foundation Solution Provider

KPU sections

• 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

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