HR U-shaped steel sheet piles, also known as Lassen steel sheet piles, are sections of steel formed by high-temperature rolling with lock mouths, and their cross-sections present a "U shape". The core advantage of this type of sheet pile lies in the structure of its interlocking joints. The mutual nesting between the interlocking joints can form a continuous wall, effectively blocking the infiltration of water and soil. Compared with other structures, it features light weight, strong load-bearing capacity, good seismic resistance, strong water resistance and easy construction.
|
Size |
Width |
Height |
Thicknes |
Single meterial |
Sectional area/meter |
||||||
|
Width*Height |
mm |
mm |
mm |
Sectional area |
Theoretical weight |
Moment of inertia |
Section modulus |
Sectional area |
Theoretical weight |
Moment of inertia |
Section modulus |
|
|
W1 |
H1 |
t |
|
|
Ix |
Wx |
|
|
Ix |
Wx |
|
|
|
|
|
cm2 |
kg/m |
cm4 |
cm3 |
cm2 |
kg/m2 |
cm4 |
cm3 |
|
HRU400×85 |
400 |
85 |
8 |
45.21 |
35.5 |
598 |
88 |
113 |
88.7 |
4500 |
529 |
|
HRU400×100 |
400 |
100 |
10.5 |
61.18 |
48 |
1240 |
152 |
153 |
120.1 |
8740 |
874 |
|
HRU400×125 |
400 |
125 |
13 |
76.42 |
60 |
2220 |
223 |
191 |
149.9 |
16800 |
1340 |
|
HRU400×150 |
400 |
150 |
13.1 |
74.4 |
58.4 |
2790 |
250 |
186 |
146 |
22800 |
1520 |
|
HRU400×160 |
400 |
160 |
16 |
96.9 |
76.1 |
4110 |
334 |
242 |
190 |
34400 |
2150 |
|
HRU400×170 |
400 |
170 |
15.5 |
96.99 |
76.1 |
4670 |
362 |
242.5 |
190.4 |
38600 |
2270 |
|
HRU500×200 |
500 |
200 |
24.3 |
133.8 |
105 |
7960 |
520 |
267.6 |
210.1 |
63000 |
3150 |
|
HRU500×225 |
500 |
225 |
27.6 |
153 |
120.1 |
11400 |
680 |
306 |
240.2 |
86000 |
3820 |
|
HRU600×130 |
600 |
130 |
10.3 |
78.7 |
61.8 |
2110 |
203 |
131.2 |
103 |
13000 |
1000 |
|
HRU600×180 |
600 |
180 |
13.4 |
103.9 |
81.6 |
5220 |
376 |
173.2 |
136 |
32400 |
1800 |
|
HRU600×210 |
600 |
210 |
18 |
135.3 |
106.2 |
8630 |
539 |
225.5 |
177 |
56700 |
2700 |
Hot-rolled Z-shaped sheet piles

HR Z-shaped steel sheet piles are formed through high-temperature rolling, with a cross-section in the shape of "Z". Their notable features are the continuous form of the web and the symmetrical positions of the lock openings on both sides of the central axis.
Compared with U-shaped piles, this feature can significantly increase the section modulus. Under the same thickness, the moment of inertia increases by 10% to 20%, thereby significantly enhancing the overall stiffness of the sheet pile wall structure.
|
|
width
(w)
|
height
(h)
|
flange
(tf)
|
web
(tw)
|
Cross sec area
(A)
|
weight |
coating area |
cross sec area
(A)
|
weight |
moment of inertia
(ly)
|
elastic modulus
(Sx)
|
plastic modulus
(Sx)
|
benging moment
(Max)
|
bending moment
(Max)
|
|
|
mm |
mm |
mm |
mm |
cm² |
kg/m |
m²/m |
cm²/m |
kg/cm² |
cm4/m |
cm3/m |
cm3/m |
kN-m/m |
kN-m/m |
|
Section |
(in) |
(in) |
(in) |
(in) |
in2 |
lbs/ft |
ft2/ft |
in2/ft |
lbs/ft2 |
in4/ft |
in3/ft |
in3/ft |
kip-ft/ft |
kip-ft/ft |
|
HRZ12-770 |
770 |
343.5 |
8.6 |
8.5 |
92.99 |
72.8 |
1.96 |
120.8 |
94.5 |
21496 |
1252 |
1488 |
518 |
561 |
|
|
30.31 |
13.52 |
0.339 |
0.335 |
14.41 |
48.92 |
6.44 |
5.71 |
19.37 |
157.4 |
23.3 |
23.3 |
116.4 |
126.1 |
|
HRZ13-770 |
770 |
344 |
9.1 |
9 |
97.4 |
76.2 |
1.96 |
126.5 |
99 |
22433 |
1304 |
1551 |
540 |
585 |
|
|
30.31 |
13.54 |
0.358 |
0.354 |
15.1 |
51.22 |
6.44 |
5.98 |
20.28 |
164.3 |
24.3 |
24.3 |
121.3 |
131.4 |
|
HRZ14-770 |
770 |
344.5 |
9.6 |
9.5 |
101.8 |
79.6 |
1.96 |
132.2 |
103.4 |
23370 |
1357 |
1613 |
561 |
608 |
|
|
30.31 |
13.56 |
0.378 |
0.375 |
15.78 |
53.52 |
6.44 |
6.25 |
21.19 |
171.1 |
25.2 |
25.2 |
126.2 |
136.7 |
|
HRZ12-700 |
700 |
314.2 |
8.6 |
8.5 |
86.47 |
67.9 |
1.82 |
123.5 |
97 |
18971 |
1208 |
1418 |
500 |
541 |
|
|
27.56 |
12.37 |
0.339 |
0.335 |
13.4 |
45.62 |
5.97 |
5.84 |
19.86 |
138.9 |
22.5 |
26.4 |
112.3 |
121.7 |
|
HRZ13-700 |
700 |
315.2 |
9.6 |
9.5 |
94.47 |
74.2 |
1.82 |
135 |
105.9 |
20611 |
1308 |
1543 |
541 |
586 |
|
|
27.56 |
12.41 |
0.378 |
0.374 |
14.46 |
49.84 |
5.97 |
6.38 |
21.7 |
150.9 |
24.3 |
28.7 |
121.7 |
131.8 |
|
HRZ14-700 |
700 |
316.2 |
10.6 |
10.5 |
102.5 |
80.5 |
1.82 |
146.4 |
114.9 |
22262 |
1408 |
1669 |
582 |
631 |
|
|
27.56 |
12.45 |
0.417 |
0.413 |
15.89 |
54.07 |
5.97 |
6.92 |
23.54 |
163 |
26.2 |
31 |
131 |
141.9 |
Steel grades for hot rolled steel sheet piles
1. European Standard (EN 10248)
In the European standard EN 10248, the commonly used steel grades for hot-rolled sheet piles include:
S240GP, S270GP, S320GP, S355GP, S390GP, S430GP and S460AP. These steel grades represent different yield strength grades and can be selected according to the load-bearing requirements of the project.
In addition, in recent years, new corrosion-resistant steel grades have been developed for Marine and highly corrosive environments:
MLoCor Blue 320, Blue 355 and Blue 390 have superior anti-corrosion performance and are particularly suitable for ports, seawalls and coastal structures.
2. American Standard (ASTM)
According to the American ASTM standard system, common hot-rolled sheet pile steel grades include:
A36, A328, A572 (Grade 42/50/55/60/65), A588, and the highly corrosion-resistant steel grade A690 specifically designed for Marine environments. Among them, the A572 series is widely used in heavy-duty structures due to its high strength and excellent welding performance, while the A690 demonstrates outstanding corrosion resistance in Marine or humid environments.
3. Japanese Standard (JIS A 5523 / JIS A 5528)
The steel grades of hot-rolled sheet piles specified in Japanese standards mainly include:
SY295, SY390, SYW295, SYW390. Among them, the "SY" series is a common structural steel, while the "SYW" series is a type of steel with enhanced welding performance, often used in engineering structures with high requirements for welding reliability and ductility.