Materials Services
Infrastructure
Profile and anchor equipment Technical handbook
Date: April 2019
Profile and anchor equipment: We think holistically. We offer our customers an integrated range of systems so-
lutions all over the world. Key elements are the sale and
hire of steel sheet piling and anchor equipment. As a multi-
supplier we provide a broad range of products from various
manufacturers, supplemented by a comprehensive service
package of consulting, technical support, logistics and
leasing.
Contents Technical handbook 02 Hot-rolled sheet pile sections
02 U-Sections 09 Z-Sections
17 Steel beams 19 Combined sheet pile walls
26 Cold-rolled sheet piling sections
27 Trench sheeting
28 Lightweight sections
30 Sealing systems
30 thyssenkrupp interlock sealing system 31 Bitumen-based interlock fillers
32 Other sealing methods
32 Criteria for selecting a suitable interlock sealing 33 Spot-on selection
34 Comparison of k-values
35 Anchor equipment
35 Round steel anchor 38 Eye anchor
40 thyssenkrupp ASF drilled injection pile system
41 TITAN micropile
47 Terms of delivery and steel grades
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Hot-rolled sheet pile sections Overview: U-Sections
Technical data
thyssenkrupp Sections
Elastic sec-tion modulus
Plastic sec-tion modulus
Weight Weight Moment of
inertia Flange thick-
ness Web
thickness Height
Section width
Classification to DIN EN 1993-5
Wy Wy.pl Single pile Iy t s h b S 270 GP S 355 GP S 430 GP
cm³ cm³ kg/m² kg/m cm4/m mm mm mm mm
L 601 744 864 77.2 46.3 11,530 7.5 6.4 310.0 600 2 3 3
L 602 842 984 89.0 53.4 13,046 8.4 7.6 310.0 600 2 2 3
L 603 1,200 1,338 107.0 64.2 19,199 9.6 8.2 320.0 600 3 3 4
L 603K 1,241 1,388 113.0 67.8 19,853 9.8 9.0 320.0 600 3 3 4
L 603C 1,300 1,464 120.2 72.1 20,930 10.0 10.0 322.0 600 3 3 4
L 604 1,618 1,830 121.8 73.1 31,548 10.0 9.0 390.0 600 3 3 4
L 604C 1,672 1,890 125.3 75.2 32,600 10.4 9.2 390.0 600 3 3 3
L 605A 1,821 2,070 127.5 76.5 38,243 10.7 9.0 420.0 600 2 3 3
L 605 2,021 2,286 136.8 82.1 42,433 12.3 9.2 420.0 600 2 2 3
L 605C 2,068 2,352 142.8 85.7 43,435 12.4 10.0 420.0 600 2 2 3
L 606L 2,205 2,487 142.3 85.4 47,402 13.4 9.0 430.0 600 2 2 2
L 606 2,502 2,812 156.5 93.9 53,785 15.8 9.3 430.0 600 2 2 2
L 606C 2,774 3,196 170.5 102.3 60,112 17.5 10.3 433.4 600 2 2 2
L 607 3,211 3,642 187.3 112.4 73,300 19.0 10.6 456.5 600 2 2 2
L 504L 1,423 1,619 127.0 63.5 24,198 11.2 8.7 340.0 500 2 2 2
L 504K 1,602 1,816 140.6 70.3 27,233 13.0 9.3 340.0 500 2 2 2
L 507A 2,800 3,202 184.6 92.3 61,185 17.5 10.2 437.0 500 2 2 2
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Details: U-Sections
Section
S = Single pile
D = Double pile
T = Triple pile
Technical data
Elastic section modulus Weight
Cross sec-tional area Coating area
Static mo-ment
Moment of inertia
Radius of gyration
Wy Sy Iy cm³ kg/m cm² m²/m cm³ cm4 cm
thyssenkrupp L601 per m wall 744 77.2 98.3 1.28 432 11,530 10.83
per S 221 46.3 59.0 0.77 2,360 6.36
per D 893 92.6 118.0 1.54 13,836 10.83
per T 1,044 138.9 177.0 2.31 19,235 10.38
thyssenkrupp L602 per m wall 842 89.0 113.3 1.28 492 13,046 10.73
per S 252 53.4 68.0 0.77 2,700 6.30
per D 1,010 106.8 136.0 1.54 15,660 10.73
per T 1,172 160.2 204.0 2.31 21,550 10.28
thyssenkrupp L603 per m wall 1,200 107.0 136.3 1.38 669 19,199 11.87
per S 304 64.2 81.8 0.83 3,650 6.68
per D 1,440 128.4 163.6 1.66 23,040 11.87
per T 1,653 192.6 245.4 2.49 31,860 11.39
thyssenkrupp L603K per m wall 1,241 113.0 143.9 1.38 694 19,853 11.75
per S 326 67.8 86.4 0.83 3,873 6.70
per D 1,489 135.6 172.7 1.66 23,824 11.75
per T 1,720 203.4 259.1 2.49 33,056 11.30
thyssenkrupp L603C per m wall 1,300 120.2 153.1 1.38 732 20,930 11.69
per S 360 72.1 91.9 0.83 4,220 6.78
per D 1,560 144.2 183.8 1.66 25,110 11.69
per T 1,797 216.3 275.7 2.49 34,600 11.20
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Technical data
Elastic section modulus Weight
Cross sec-tional area Coating area
Static moment
Moment of inertia
Radius of gyration
Wy Sy Iy cm³ kg/m cm² m²/m cm³ cm4 cm
thyssenkrupp L604 per m wall 1,618 121.8 155.2 1.48 915 31,548 14.26
per S 431 73.1 93.1 0.89 5,990 8.02
per D 1,942 146.2 186.2 1.78 37,860 14.26
per T 2,217 219.3 279.3 2.67 51,890 13.63
thyssenkrupp L604C per m wall 1,672 125.3 159.7 1.48 945 32,600 14.29
per S 435 75.2 95.8 0.89 6,080 7.97
per D 2,006 150.4 191.6 1.78 39,120 14.29
per T 2,270 225.6 287.4 2.67 53,240 13.61
thyssenkrupp L605A per m wall 1,821 127.5 162.5 1.52 1,035 38,243 15.34
per S 475 76.7 57.5 0.91 7,113 8.54
per D 2,185 153.0 194.9 1.82 45,892 15.34
per T 2,517 229.5 292.4 2.73 63,560 14.74
thyssenkrupp L605 per m wall 2,021 136.8 174.2 1.52 1,143 42,433 15.61
per S 491 82.1 104.5 0.91 7,525 8.49
per D 2,425 164.2 209.0 1.82 50,920 15.61
per T 2,751 246.3 313.5 2.73 69,720 14.91
thyssenkrupp L605C per m wall 2,068 142.8 182.0 1.52 1,176 43,435 15.45
per S 511 85.7 109.2 0.91 7,765 8.43
per D 2,482 171.4 218.4 1.82 52,122 15.45
per T 2,824 257.1 327.6 2.73 71,440 14.77
thyssenkrupp L606L per m wall 2,205 142.3 181.3 1.50 1,243 47,402 16.17
per S 504 85.4 108.8 0.90 8,020 8.59
per D 2,646 170.8 217.6 1.80 56,883 16.17
per T 2,991 256.2 326.4 2.70 77,913 15.45
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Technical data
Elastic section modulus Weight
Cross sec-tional area Coating area
Static moment
Moment of inertia
Radius of gyration
Wy Sy Iy cm³ kg/m cm² m²/m cm³ cm4 cm
thyssenkrupp L606 per m wall 2,502 156.5 199.3 1.50 1,406 53,785 16.43
per S 517 93.9 119.6 0.90 8,455 8.41
per D 3,002 187.8 239.2 1.80 64,542 16.43
per T 3,370 281.7 358.8 2.70 88,220 15.68
thyssenkrupp L606C per m wall 2,774 170.5 217.2 1.50 1,596 60,112 16.64
per S 537 102.3 130.3 0.90 8,959 8.29
per D 3,329 204.6 260.6 1.80 72,134 16.64
per T 3,745 306.9 390.9 2.70 99,165 15.93
thyssenkrupp L607 per m wall 3,211 187.3 238.6 1.53 1,821 73,300 17.53
per S 605 112.4 143.2 0.92 10,617 8.61
per D 3,854 224.8 286.3 1.84 87,960 17.53
per T 4,328 337.1 429.5 2.76 120,819 16.77
thyssenkrupp L504L per m wall 1,423 127.0 161.7 1.23 810 24,198 12.23
per S 334 63.5 80.9 0.74 4,052 7.08
per D 1,423 127.0 161.8 1.48 24,198 12.23
per T 1,654 190.5 242.7 2.22 33,602 11.77
thyssenkrupp L504K per m wall 1,602 140.6 179.1 1.23 908 27,233 12.44
per S 346 70.3 89.6 0.74 4,300 6.93
per D 1,602 140.6 179.2 1.48 27,233 12.33
per T 1,849 210.9 268.8 2.22 37,736 11.85
thyssenkrupp L507A per m wall 2,800 184.6 235.2 1.37 1,601 61,185 16.13
per S 554 92.3 117.6 0.82 8,797 8.65
per D 2,800 184.6 235.2 1.64 61,185 16.13
per T 3,203 276.9 352.8 2.46 84,512 15.48
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30
0 /
75
Interlock forms, shapes of supply, handling holes and interlocking.
Interlock
U-Section
(L ARSSEN interlock)
Interlock form to DIN EN 10248-2
and E 67 EAU 2012
Handling holes and crimping/welding
Handling holes can be drilled on request. They are
drilled in every pile flange according to the drawing be-
low. The distance of the hole from the top edge is
75 or 300 mm and must be specified with the order.
Factory crimping, factory shear-resistant welding, or
site welding of the interlocks is required to achieve the
section moduli of the U-sections specified in this publi-
cation. Crimped double piles are delivered with triple
press points spaced approx. 0.6 m apart. Closer
spacing can be specified for crimping points and han-
dling holes on request. The loadbearing capacity of
each crimping point is min. 75 kN for a mutual dis-
placement of 5 mm. On request sheet piling can also be
provided with shear-resistant welding.
Shape of supply
S
D
(S-shape)
DZ (Z-shape is non-standard)
T Triple pile on request
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Corner and junction piles, SteelWall connectors. Corner and junction piles Connectors for corners and junctions for sheet piling sections with LARSSEN interlock.
Bent piles
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SteelWall connectors for U-Sections
Traditionally Universal
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Overview: Z-Sections
Technical data
thyssenkrupp Sections
Elastic sec-tion modulus
Plastic sec-tion modulus Weight Weight
Moment of inertia
Flange thick-ness
Web thickness Height
Section width
Classification to DIN EN 1993-5
Wy Wy,pl Single pile Iy t s h b S 270 GP S 355 GP S 430 GP
cm³ cm³ kg/m² kg/m cm4/m mm mm mm mm
Z 12-700 1,208 1,418 97.0 67.9 18,971 8.6 8.5 314.2 700 2 3 3
Z 13-700 1,308 1,543 105.9 74.2 20,611 9.6 9.5 315.2 700 2 3 3
Z 14-700 1,408 1,669 114.9 80.5 22,262 10.6 10.5 316.2 700 2 2 3
Z 12-770 1,252 1,488 94.5 72.8 21,496 8.6 8.5 343.5 770 2 3 3
Z 13-770 1,304 1,551 99.0 76.2 22,433 9.1 9.0 344.0 770 2 3 3
Z 14-770 1,357 1,613 103.4 79.6 23,370 9.6 9.5 344.5 770 2 2 3
Z 17-700 1,735 2,032 104.7 73.3 36,425 8.5 8.4 420.0 700 2 3 3
Z 18-700 1,807 2,132 109.6 76.7 38,001 9.1 9.0 420.5 700 2 3 3
Z 19-700 1,880 2,210 114.6 80.2 39,578 9.6 9.5 421.0 700 2 3 3
Z 20-700 1,953 2,304 119.5 83.7 41,155 10.1 10.0 421.5 700 2 2 3
Z 24-700 2,437 2,875 136.9 95.8 55,949 11.3 11.2 459.2 700 2 2 2
Z 26-700 2,601 3,071 147.1 103.0 59,843 12.3 12.2 460.2 700 2 2 2
Z 27-700 2,676 3,089 152.0 106.4 61,641 12.8 12.7 460.7 700 2 2 2
Z 28-700 2,764 3,278 157.3 110.1 63,740 13.3 13.2 461.2 700 2 2 2
Z 36-700 3,596 4,151 169.6 118.7 89,753 15.1 11.2 499.2 700 2 2 2
Z 38-700 3,798 4,363 180.7 126.5 94,984 16.1 12.2 500.2 700 2 2 2
Z 40-700 3,999 4,610 191.8 134.3 100,219 17.1 13.2 501.2 700 2 2 2
Z 42-700 4,228 4,882 204.2 143.0 105,543 18.1 14.0 499.2 700 2 2 2
Z 44-700 4,436 5,096 215.3 150.7 110,942 19.1 15.0 500.2 700 2 2 2
Z 46-700 4,635 5,343 226.5 158.5 116,159 20.1 16.0 501.2 700 2 2 2
Z 48-700 4,788 5,528 227.6 159.3 120,467 22.1 15.0 503.2 700 2 2 2
Z 50-700 4,973 5,713 238.2 166.7 125,358 23.1 16.0 504.2 700 2 2 2
Z 52-700 5,162 5,951 249.0 174.3 130,403 24.1 17.0 505.2 700 2 2 2
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Details: Sections
Sections
S = Single pile
D = Double pile
Technical data
Elastic section modulus Weight
Cross sec-tional area
Coating area
Static moment
Moment of in-ertia
Radius of gyration
Wy Sy Iy cm³ kg/m cm² m²/m cm³ cm4 cm
thyssenkrupp Z 12-700 per m wall 1,208 97.0 123.5 2.44 709 18,971 12.39
per S 846 67.9 86.5 1.72 13,280 12.39
per D 1,691 135.8 172.9 3.42 26,559 12.39
thyssenkrupp Z 13-700 per m wall 1,308 105.9 135.0 2.44 772 20,611 12.36
per S 916 74.2 94.5 1.72 14,428 12.36
per D 1,831 148.4 188.9 3.42 28,855 12.36
thyssenkrupp Z 14-700 per m wall 1,408 114.9 146.4 2.44 807 22,262 12.33
per S 986 80.5 102.5 1.72 15,583 12.33
per D 1,971 161.0 205.0 3.42 31,167 12.33
thyssenkrupp Z 12-770 per m wall 1,252 94.5 120.8 2.40 744 21,496 13.34
per S 964 72.8 92.9 1.86 16,552 13.35
per D 1,928 145.6 186.0 3.70 33,104 13.34
thyssenkrupp Z 13-770 per m wall 1,304 99.0 126.5 2.40 776 22,433 13.32
per S 1,004 76.2 97.4 1.86 17,273 13.32
per D 2,008 152.5 194.8 3.70 34,547 13.32
thyssenkrupp Z 14-770 per m wall 1,357 103.4 132.2 2.40 807 23,370 13.30
per S 1,045 79.6 101.8 1.86 17,995 13.30
per D 2,090 159.2 203.5 3.70 35,989 13.30
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Technical data
Elastic section modulus Weight
Cross sec-tional area
Coating area
Static moment
Moment of in-ertia
Radius of gyration
Wy Sy Iy cm³ kg/m cm² m²/m cm³ cm4 cm
thyssenkrupp Z 17-700 per m wall 1,735 104.7 132.8 2.66 1,016 36,425 16.56
per S 1,215 73.3 92.9 1.86 25,498 16.57
per D 2,429 146.6 186.0 3.72 50,995 16.56
thyssenkrupp Z 18-700 per m wall 1,807 109.6 139.1 2.66 1,066 38,001 16.53
per S 1,265 76.7 97.4 1.86 26,600 16.53
per D 2,530 153.4 194.8 3.72 53,201 16.53
thyssenkrupp Z 19-700 per m wall 1,880 114.6 145.4 2.66 1,105 39,578 16.50
per S 1,316 80.2 101.8 1.86 27,705 16.50
per D 2,632 160.4 203.6 3.72 55,409 16.50
thyssenkrupp Z 20-700 per m wall 1,953 119.5 151.7 2.66 1,152 41,155 16.47
per S 1,367 83.7 106.2 1.86 28,809 16.47
per D 2,734 167.4 214.4 3.72 57,617 16.39
thyssenkrupp Z 24-700 per m wall 2,437 136.9 174.4 2.74 1,438 55,949 17.91
per S 1,706 95.8 122.1 1.92 39,164 17.91
per D 3,412 191.6 244.1 3.84 78,329 17.91
thyssenkrupp Z 26-700 per m wall 2,601 147.1 187.4 2.74 1,536 59,843 17.87
per S 1,821 103.0 131.2 1.92 41,890 17.87
per D 3,641 206.0 262.4 3.84 83,780 17.87
thyssenkrupp Z 27-700 per m wall 2,676 152.0 193.6 2.76 1,545 61,641 17.84
per S 1,873 106.4 135.5 1.94 43,149 17.84
per D 3,746 212.8 271.0 3.86 86,297 17.84
121 140
121 140
121 140
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Technical data
Elastic section modulus Weight
Cross sec-tional area
Coating area
Static moment
Moment of in-ertia
Radius of gyration
Wy Sy Iy cm³ kg/m cm² m²/m cm³ cm4 cm
thyssenkrupp Z 28-700 per m wall 2,764 157.3 200.4 2.76 1,639 63,740 17.83
per S 1,935 110.1 140.3 1.94 44,618 17.83
per D 3,870 220.2 280.6 3.86 89,236 17.83
thyssenkrupp Z 36-700 per m wall 3,596 169.6 216.1 2.94 2,076 89,753 20.38
per S 2,517 118.7 151.3 2.06 62,827 20.38
per D 5,034 237.4 302.5 4.10 125,654 20.38
thyssenkrupp Z 38-700 per m wall 3,798 180.7 230.2 2.94 2,182 94,984 20.31
per S 2,659 126.5 161.2 2.06 66,489 20.31
per D 5,318 253.0 322.3 4.10 132,978 20.31
thyssenkrupp Z 40-700 per m wall 3,999 191.8 244.4 2.94 2,305 100,219 20.25
per S 2,799 134.3 171.1 2.06 70,153 20.25
per D 5,598 268.6 342.1 4.10 140,306 20.25
thyssenkrupp Z 42-700 per m wall 4,228 204.2 260.2 2.94 2,441 105,543 20.14
per S 2,960 143.0 182.1 2.06 73,880 20.14
per D 5,919 286.0 364.2 4.10 147,760 20.14
thyssenkrupp Z 44-700 per m wall 4,436 215.3 274.3 2.94 2,548 110,942 20.11
per S 3,105 150.7 192.0 2.06 77,659 20.11
per D 6,210 301.4 384.0 4.10 155,319 20.11
thyssenkrupp Z 46-700 per m wall 4,635 226.5 288.5 2.94 2,672 116,159 20.07
per S 3,244 158.5 201.9 2.06 81,311 20.07
per D 6,489 317.0 403.8 4.10 162,623 20.07
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Technical data
Elastic section modulus Weight
Cross sec-tional area
Coating area
Static moment
Moment of in-ertia
Radius of gyration
Wy Sy Iy cm³ kg/m cm² m²/m cm³ cm4 cm
thyssenkrupp Z 48-700 per m wall 4,788 227.6 290.0 2.92 2,764 120,467 20.38
per S 3,352 159.3 202.9 2.04 84,327 20.39
per D 6,703 318.6 405.8 4.08 168,654 20.39
thyssenkrupp Z 50-700 per m wall 4,973 238.2 303.4 2.92 2,857 125,358 20.33
per S 3,481 166.7 212.4 2.04 87,751 20.33
per D 6,952 333.5 424.8 4.08 175,501 20.33
thyssenkrupp Z 52-700 per m wall 5,162 249.0 317.2 2.94 2,976 130,403 20.28
per S 3,613 174.3 222.0 2.04 91,282 20.28
per D 7,227 348.6 444.1 4.08 182,564 20.28
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Interlock forms, shapes of supply, handling holes and interlocking
Interlock Z-Section
(LARSSEN interlock)
Interlock form to DIN EN 10248-2
and E 67 EAU 2012
Shapes of supply
Sb
Sa
Db
Da
Handling holes and crimping/welding Handling holes can be drilled on request. They are drilled in
every pile flange according to the drawing below. The dis-
tance of the hole from the top edge is 75 or 300 mm and
must be specified with the order. Crimping/welding of
double piles on request.
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Corner and junction piles, SteelWall connectors Corner and junction piles Connectors for corners and junctions for sheet piling sections with LARSSEN interlock.
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SteelWall connectors for Z-Sections
Traditionally Universal
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Steel box piles
Technical data
Pile
sections Section
modulus Section
modulus Weight Dimensions Peri-
meter
Area Steel
cross section
Moment of inertia
Moment of inertia
Radius of gy-ration
Wy Wz b h t s Iy Iz iy cm³ cm³ kg/m mm mm mm mm cm cm² cm4 cm4 cm
thyssenkrupp LP
LP 601 1,030 1,530 92.6 634 351 7.5 6.4 188 118.0 18,200 48,500 12.4
LP 602 1,190 1,760 106.8 634 351 8.4 7.6 188 136.0 20,800 55,800 12.4
LP 603 1,700 2,210 128.4 638 364 9.6 8.2 202 163.6 30,900 70,500 13.7
LP 603C 1,850 2,580 144.2 638 368 10.0 10.0 202 183.8 34,000 82,300 13.4
LP 604 2,210 2,590 146.2 638 434 10.0 9.0 214 186.2 48,000 82,600 16.0
LP 604C 2,280 2,610 150.4 638 434 10.4 9.2 214 191.6 49,200 83,200 16.0
LP 605 2,730 2,730 164.2 638 466 12.3 9.2 218 209.0 63,300 87,100 17.4
LP 605C 2,830 2,870 171.4 638 466 12.4 10.0 218 218.4 66,000 91,500 17.4
LP 606 3,400 2,860 187.8 635 475 15.8 9.3 218 239.2 80,500 90,800 18.3
LP 606C 3,726 3,077 204.6 636 479 17.5 10.3 218 260.6 89,200 97,800 18.5
LP 606L 2,970 2,740 170.8 635 475 13.4 9.0 218 217.6 70,400 87,000 18.0
LP 607 4,190 3,427 224.8 638 502 19.0 10.6 199 286.3 105,163 109,326 19.2
LP 504K 1,870 1,870 140.6 536 384 13.0 9.3 184 179.2 35,700 50,100 14.1
LP 504L 1,640 1,780 127.0 536 384 11.2 8.7 184 161.8 31,400 47,700 13.9
LP 507A 3,190 2,371 184.7 536 385 17.5 10.2 203 235.2 76,940 63,540 18.1
thyssenkrupp LD
LD 601 3,170 3,010 138.9 747 728 7.5 6.4 284 177.0 112,400 112,600 25.2
LD 602 3,640 3,470 204 747 728 8.4 7.6 284 204.0 128,900 129,500 25.1
LD 603 4,660 4,110 192.6 821 739 9.6 8.2 300 245.4 168,800 168,500 26.2
LD 603C 5,220 4,600 216.3 821 739 10.0 10.0 300 275.7 188,900 189,000 26.2
LD 604 5,360 4,840 219.3 880 774 10.0 9.0 317 279.3 212,700 212,700 27.6
LD 604C 5,510 4,970 225.6 880 774 10.4 9.2 317 287.4 218,700 218,600 27.6
LD 605 6,180 5,570 246.3 902 790 12.3 9.2 324 313.5 262,100 248,200 28.9
LD 605C 6,440 5,810 257.1 902 790 12.4 10.0 324 327.6 273,400 259,000 28.9
LD 606 6,990 6,280 281.7 905 792 15.8 9.3 324 358.8 290,600 286,100 28.5
LD 606C 7,620 7,070 306.9 907 792 17.5 10.3 324 390.9 320,800 320,570 28.7
LD 606L 6,320 5,660 256.2 905 792 13.4 9.0 324 326.4 263,000 257,800 28.4
LD 607 8,478 7,898 429.5 923 807 19.0 10.6 331 429.5 364,602 364,602 29.1
LD 504K 4,160 4,030 210.9 737 659 13.0 9.3 272 268.8 138,700 149,000 22.7
LD 504L 3,760 3,650 190.5 737 659 11.2 8.7 272 242.7 125,200 135,100 22.7
LD 507A 5,847 5,553 277.0 822 718 17.5 10.2 300 352.8 228,300 228,300 25.5
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Technical data
Pile
sections Section
modulus Section
modulus Weight Dimensions Peri-
meter
Area Steel
cross section
Moment of inertia
Moment of inertia
Radius of gy-ration
Wy Wz b h t s Wy Wz cm³ cm³ kg/m mm mm mm mm cm cm² cm³ cm³ thyssenkrupp LV
LV 601 5,330 185.2 970 970 7.5 6.4 368 236.0 258,500 33.1
LV 602 6,110 213.6 970 970 8.4 7.6 368 272.0 296,600 33.0
LV 603 7,770 256.8 990 990 9.6 8.2 395 327.2 384,600 34.3
LV 603C 8,670 288.4 990 990 10.0 10.0 395 367.6 429,000 34.2
LV 604 8,960 292.4 1,060 1,060 10.0 9.0 418 372.4 474,900 35.7
LV 604C 9,220 300.8 1,060 1,060 10.4 9.2 418 383.2 488,600 35.7
LV 605 10,170 328.4 1,090 1,090 12.3 9.2 428 418.0 554,100 36.4
LV 605C 10,590 342.8 1,090 1,090 12.4 10.0 428 436.8 577,300 36.4
LV 606 11,810 375.6 1,100 1,100 15.8 9.3 428 478.4 649,700 36.9
LV 606C 12,860 409.2 1,100 1,100 17.5 10.3 428 521.2 708,690 36.9
LV 606L 10,650 341.6 1,100 1,100 13.4 9.0 428 435.2 585,800 36.7
LV 607 14,329 449.6 1,126 1,126 19.0 10.6 439 572.6 806,845 37.5
LV 504K 7,150 281.2 905 905 13.0 9.3 360 358.4 323,700 30.1
LV 504L 6,440 254.0 905 905 11.2 8.7 360 323.6 291,300 30.0
LV 507A 9,863 369.0 1,004 1,004 17.5 10.2 398 470.5 494,880 32.5
thyssenkrupp LF
LF 604 13,520 12,970 365.5 1,352 1,290 10.0 9.0 524 465.5 879,600 876,800 43.5
LF 604C 13,920 13,680 376 1,352 1,290 10.4 9.2 524 479.0 905,600 906,600 43.4
LF 605 15,380 14,820 410.5 1,379 1,315 12.3 9.2 535 522.5 1,024,600 1,022,300 44.3
LF 605C 16,040 15,460 428.5 1,379 1,315 12.4 10.0 535 546.0 1,067,700 1,066,200 44.2
LF 606 17,810 17,220 469.5 1,382 1,318 15.8 9.3 535 598.0 1,191,600 1,189,600 44.6
LF 606C 19,470 18,850 511.5 1,380 1,320 17.5 10.3 535 651.5 1,309,350 1,300,600 44.8
LF 606L 16,070 15,510 427.0 1,382 1,318 13.4 9.0 535 544.0 1,074,700 1,071,700 44.5
LF 504K 10,870 10,530 351.5 1,140 1,088 13.0 9.3 450 448.0 602,100 600,600 36.7
LF 504L 9,780 9,480 317.5 1,140 1,088 11.2 8.7 450 404.5 541,800 540,700 36.6
LF 507A 14,880 14,492 461.5 1,230 1,177 17.5 10.2 495 588.0 897,571 891,281 39.1
LF 607 21,630 20,975 562.0 1,404 1,342 19.0 10.6 485 716.0 1,478,950 1,472,440 45.5
thyssenkrupp LS
LS 604 18,590 19,480 438.6 1,504 1,535 10.0 9.0 632 558.6 1,427,300 1,464,600 50.6
LS 604C 19,610 20,050 451.2 1,504 1,535 10.0 9.0 632 574.8 1,470,600 1,508,000 50.6
LS 605 21,230 22,200 492.6 1,524 1,569 12.3 9.2 646 627.0 1,665,000 1,691,500 51.5
LS 605C 22,100 23,150 514.2 1,524 1,569 12.4 10.0 646 655.2 1,734,000 1,763,200 51.4
LS 606 24,630 25,690 563.4 1,524 1,573 15.8 9.3 646 717.6 1,936,700 1,958,200 52.0
LS 606C 26,880 28,280 613.8 1,536 1,569 17.5 10.3 646 781.8 2,106,050 2,168,900 52.7
LS 606L 22,160 23,190 512.4 1,524 1,573 13.4 9.0 646 652.8 1,742,900 1,767,200 51.7
LS 504K 15,050 15,850 421.8 1,257 1,308 13.0 9.3 544 537.6 984,100 995,900 42.8
LS 504L 13,520 14,260 381.0 1,257 1,308 11.2 8.7 544 485.4 884,100 896,400 42.7
LS 507A 20,694 20,973 553.8 1,313 1,421 17.5 10.2 594 705.6 1,471,031 1,377,572 45.7
LS 607 29,840 31,430 674.4 1,552 1,595 19.0 10.6 658 859.2 2,379,840 2,439,270 52.6
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Combined sheet pile walls
Technical data
Pipe pile wall with LPB 180-12 connector
Pipe diameter
Wall thickness
Width Moment of iner-
tia Section
modulus Edge
distance
Dead load related to pipe length -
Length of connector LPB 180 as % of
pipe length
Coating area
Da t b Iy Wy ep 100% Water side mm mm (m) cm4/m cm3/m cm kg/m² m²/m
813 10.00 0.993 204,797 5,038 40.65 228.63 1.50
813 12.00 0.993 243,942 6,001 40.65 267.92 1.50
813 14.00 0.993 282,496 6,949 40.65 307.01 1.50
819 10.00 0.999 208,164 5,083 40.95 228.74 1.50
819 12.00 0.999 247,966 6,055 40.95 268.09 1.50
819 14.00 0.999 287,172 7,013 40.95 307.24 1.50
914 10.00 1.094 265,217 5,803 45.70 230.29 1.50
914 12.00 1.094 316,170 6,918 45.70 270.51 1.50
914 14.00 1.094 366,440 8,018 45.70 310.54 1.50
1,016 10.00 1.196 334,322 6,581 50.80 231.68 1.51
1,016 12.00 1.196 398,817 7,851 50.80 272.68 1.51
1,016 14.00 1.196 462,535 9,105 50.80 313.50 1.51
1,220 12.00 1.400 593,413 9,728 61.00 276.07 1.52
1,220 14.00 1.400 688,907 11,294 61.00 318.13 1.52
1,220 16.00 1.400 783,444 12,843 61.00 360.06 1.52
1,420 14.00 1.600 955,140 13,453 71.00 321.52 1.53
1,420 16.00 1.600 1,086,970 15,309 71.00 364.37 1.53
1,420 18.00 1.600 1,217,666 17,150 71.00 407.10 1.53
1,620 16.00 1.800 1,440,667 17,786 81.00 367.73 1.53
1,620 18.00 1.800 1,614,739 19,935 81.00 411.19 1.53
1,620 20.00 1.800 1,787,496 22,068 81.00 454.54 1.53
1,820 18.00 2.000 2,068,284 22,728 91.00 414.46 1.53
1,820 20.00 2.000 2,290,504 25,170 91.00 458.41 1.53
1,820 22.00 2.000 2,511,231 27,596 91.00 502.26 1.53
1,820 25.00 2.000 2,839,537 31,204 91.00 567.84 1.53
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Technical data
Pipe / sheet pile wall with thyssenkrupp L 603 D intermediate piles
Pipe diame-
ter
Wall thick-ness Width
Including intermediate piles
Excluding intermediate piles
Edge distance
Dead load related to pipe length -
Length of connector as % of pipe length
Coating area
Moment of
inertia Section
modulus Moment of
inertia Section
modulus Da t b Iy Wy Iy Wy ep 60% 80% 100% Water side
mm mm m cm4/m cm3/m cm4/m cm3/m cm kg/m² kg/m² kg/m² m²/m
813 10.00 2.073 109,216 2,687 98,101 2,413 40.65 138.83 153.26 167.70 1.41
813 12.00 2.073 127,967 3,148 116,852 2,875 40.65 157.65 172.08 186.52 1.41
813 14.00 2.073 146,434 3,602 135,320 3,329 40.65 176.37 190.81 205.24 1.41
819 10.00 2.079 111,109 2,713 100,027 2,443 40.95 139.14 153.53 167.92 1.41
819 12.00 2.079 130,235 3,180 119,153 2,910 40.95 158.05 172.44 186.83 1.41
819 14.00 2.079 149,074 3,640 137,992 3,370 40.95 176.86 191.25 205.64 1.41
914 10.00 2.174 144,060 3,152 133,462 2,920 45.70 143.84 157.60 171.36 1.42
914 12.00 2.174 169,701 3,713 159,103 3,481 45.70 164.07 177.84 191.60 1.42
914 14.00 2.174 194,998 4,267 184,400 4,035 45.70 184.22 197.98 211.75 1.42
1,016 10.00 2.276 185,804 3,658 175,681 3,458 50.80 148.44 161.59 174.73 1.43
1,016 12.00 2.276 219,694 4,325 209,571 4,125 50.80 169.98 183.13 196.27 1.43
1,016 14.00 2.276 253,177 4,984 243,054 4,785 50.80 191.44 204.58 217.73 1.43
1,220 12.00 2.480 344,281 5,644 334,991 5,492 61.00 180.34 192.41 204.47 1.44
1,220 14.00 2.480 398,189 6,528 388,899 6,375 61.00 204.09 216.16 228.22 1.44
1,220 16.00 2.480 451,557 7,403 442,267 7,250 61.00 227.76 239.82 251.89 1.44
1,420 14.00 2.680 578,830 8,153 570,233 8,031 71.00 214.63 225.79 236.95 1.45
1,420 16.00 2.680 657,534 9,261 648,937 9,140 71.00 240.21 251.37 262.54 1.45
1,420 18.00 2.680 735,562 10,360 726,965 10,239 71.00 265.72 276.88 288.04 1.45
1,620 16.00 2.880 908,417 11,215 900,417 11,116 81.00 250.93 261.32 271.71 1.46
1,620 18.00 2.880 1,017,212 12,558 1,009,212 12,459 81.00 278.09 288.48 298.87 1.46
1,620 20.00 2.880 1,125,185 13,891 1,117,185 13,792 81.00 305.18 315.57 325.96 1.46
1,820 18.00 3.080 1,350,522 14,841 1,343,041 14,759 91.00 288.86 298.57 308.29 1.46
1,820 20.00 3.080 1,494,821 16,427 1,487,340 16,344 91.00 317.39 327.11 336.82 1.46
1,820 22.00 3.080 1,638,150 18,002 1,630,669 17,919 91.00 345.87 355.58 365.30 1.46
1,820 25.00 3.080 1,851,336 20,344 1,843,855 20,262 91.00 388.46 398.17 407.88 1.46
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Technical data
Pipe / sheet pile wall with thyssenkrupp L603 DR intermediate piles
Pipe diame-
ter
Wall thick-ness Width
Including intermediate piles
Excluding intermediate piles
Edge distance
Dead load related to pipe length -
Length of connector as % of pipe length
Coating area
Moment of
inertia Section
modulus Moment of
inertia Section
modulus Da t b Iy Wy Iy Wy ep 60% 80% 100% Water side
mm mm m cm4/m cm3/m cm4/m cm3/m cm kg/m² kg/m² kg/m² m²/m
813 10.00 2.673 88,000 2,165 76,081 1,872 40.65 122.08 138.07 154.07 1.38
813 12.00 2.673 102,542 2,523 90,623 2,229 40.65 136.67 152.67 168.67 1.38
813 14.00 2.673 116,864 2,875 104,945 2,582 40.65 151.19 167.19 183.19 1.38
819 10.00 2.679 89,517 2,186 77,625 1,896 40.95 122.36 138.32 154.28 1.39
819 12.00 2.679 104,359 2,548 92,467 2,258 40.95 137.03 152.99 168.95 1.39
819 14.00 2.679 118,979 2,905 107,086 2,615 40.95 151.63 167.59 183.55 1.39
914 10.00 2.774 116,080 2,540 104,595 2,289 45.70 126.61 142.03 157.44 1.39
914 12.00 2.774 136,175 2,980 124,690 2,728 45.70 142.47 157.89 173.30 1.39
914 14.00 2.774 156,001 3,414 144,515 3,162 45.70 158.26 173.68 189.09 1.39
1,016 10.00 2.876 150,108 2,955 139,030 2,737 50.80 130.87 145.74 160.60 1.40
1,016 12.00 2.876 176,928 3,483 165,850 3,265 50.80 147.91 162.78 177.65 1.40
1,016 14.00 2.876 203,426 4,004 192,348 3,786 50.80 164.89 179.76 194.63 1.40
1,220 12.00 3.080 280,077 4,591 269,733 4,422 61.00 157.72 171.60 185.48 1.41
1,220 14.00 3.080 323,484 5,303 313,139 5,133 61.00 176.84 190.72 204.61 1.41
1,220 16.00 3.080 366,455 6,007 356,111 5,838 61.00 195.90 209.78 223.66 1.41
1,420 14.00 3.280 475,635 6,699 465,922 6,562 71.00 187.11 200.15 213.18 1.42
1,420 16.00 3.280 539,943 7,605 530,229 7,468 71.00 208.01 221.05 234.08 1.42
1,420 18.00 3.280 603,697 8,503 593,983 8,366 71.00 228.85 241.89 254.93 1.42
1,620 16.00 3.480 754,328 9,313 745,173 9,200 81.00 218.73 231.02 243.31 1.43
1,620 18.00 3.480 844,365 10,424 835,210 10,311 81.00 241.21 253.50 265.79 1.43
1,620 20.00 3.480 933,722 11,527 924,567 11,414 81.00 263.63 275.92 288.21 1.43
1,820 18.00 3.680 1,132,725 12,448 1,124,067 12,352 91.00 252.23 263.85 275.47 1.44
1,820 20.00 3.680 1,253,497 13,775 1,244,839 13,680 91.00 276.11 287.73 299.35 1.44
1,820 22.00 3.680 1,373,457 15,093 1,364,799 14,998 91.00 299.94 311.56 323.18 1.44
1,820 25.00 3.680 1,551,884 17,054 1,543,226 16,959 91.00 335.59 347.21 358.83 1.44
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Technical data
Pipe / sheet pile wall with thyssenkrupp Z 18-700 DB intermediate piles
Pipe diame-
ter
Wall thick-ness Width
Including intermediate piles
Excluding intermediate piles
Edge distance
Dead load related to pipe length -
Length of connector as % of pipe length
Coating area
Moment of
inertia Section
modulus Moment of
inertia Section
modulus Da t b Iy Wy Iy Wy ep 60% 80% 100% Water side
mm mm m cm4/m cm3/m cm4/m cm3/m cm kg/m² kg/m² kg/m² m²/m
813 10.00 2.273 112,875 2,777 89,469 2,201 40.65 132.47 147.59 162.71 1.38
813 12.00 2.273 129,976 3,197 106,570 2,622 40.65 149.64 164.75 179.87 1.38
813 14.00 2.273 146,819 3,612 123,413 3,036 40.65 166.72 181.83 196.95 1.38
819 10.00 2.279 114,593 2,798 91,249 2,228 40.95 132.77 147.85 162.93 1.38
819 12.00 2.279 132,040 3,224 108,696 2,654 40.95 150.02 165.10 180.18 1.38
819 14.00 2.279 149,226 3,644 125,882 3,074 40.95 167.19 182.26 197.34 1.38
914 10.00 2.374 144,629 3,165 122,219 2,674 45.70 137.33 151.80 166.28 1.39
914 12.00 2.374 168,109 3,679 145,699 3,188 45.70 155.86 170.34 184.81 1.39
914 14.00 2.374 191,275 4,185 168,865 3,695 45.70 174.31 188.78 203.26 1.39
1,016 10.00 2.476 182,977 3,602 161,490 3,179 50.80 141.83 155.71 169.59 1.40
1,016 12.00 2.476 214,130 4,215 192,643 3,792 50.80 161.63 175.51 189.39 1.40
1,016 14.00 2.476 244,908 4,821 223,422 4,398 50.80 181.35 195.23 209.11 1.40
1,220 12.00 2.680 329,843 5,407 309,992 5,082 61.00 171.86 184.68 197.50 1.41
1,220 14.00 2.680 379,728 6,225 359,877 5,900 61.00 193.83 206.65 219.47 1.41
1,220 16.00 2.680 429,113 7,035 409,262 6,709 61.00 215.73 228.55 241.37 1.41
1,420 14.00 2.880 549,106 7,734 530,633 7,474 71.00 204.35 216.28 228.21 1.42
1,420 16.00 2.880 622,345 8,765 603,872 8,505 71.00 228.15 240.08 252.01 1.42
1,420 18.00 2.880 694,953 9,788 676,481 9,528 71.00 251.89 263.82 275.75 1.42
1,620 16.00 3.080 859,221 10,608 841,948 10,394 81.00 238.96 250.11 261.27 1.43
1,620 18.00 3.080 960,951 11,864 943,678 11,650 81.00 264.36 275.51 286.67 1.43
1,620 20.00 3.080 1,061,914 13,110 1,044,641 12,897 81.00 289.69 300.85 312.00 1.43
1,820 18.00 3.280 1,277,368 14,037 1,261,149 13,859 91.00 275.31 285.78 296.26 1.44
1,820 20.00 3.280 1,412,868 15,526 1,396,649 15,348 91.00 302.10 312.58 323.05 1.44
1,820 22.00 3.280 1,547,458 17,005 1,531,238 16,827 91.00 328.84 339.31 349.79 1.44
1,820 25.00 3.280 1,747,645 19,205 1,731,425 19,027 91.00 368.83 379.31 389.78 1.44
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Technical data
Pipe / sheet pile wall with thyssenkrupp Z19-700 D intermediate piles
Pipe diame-
ter
Wall thick-ness Width
Including intermediate piles
Excluding intermediate piles
Edge distance
Dead load related to pipe length -
Length of connector as % of pipe length
Coating area
Moment of
inertia Sectino
modulus Moment of
inertia Section
modulus Da t b Iy Wy Iy Wy ep 60% 80% 100% Water side
mm mm m cm4/m cm3/m cm4/m cm3/m cm kg/m² kg/m² kg/m² m²/m
813 10.00 2.273 113,846 2,801 89,469 2,201 40.65 134.32 150.05 165.79 1.38
813 12.00 2.273 130,947 3,221 106,570 2,622 40.65 151.49 167.22 182.95 1.38
813 14.00 2.273 147,790 3,636 123,413 3,036 40.65 168.56 184.30 200.03 1.38
819 10.00 2.279 115,562 2,822 91,249 2,228 40.95 134.62 150.31 166.00 1.38
819 12.00 2.279 133,009 3,248 108,696 2,654 40.95 151.87 167.56 183.25 1.38
819 14.00 2.279 150,195 3,668 125,882 3,074 40.95 169.03 184.72 200.41 1.38
914 10.00 2.374 145,559 3,185 122,219 2,674 45.70 139.10 154.16 169.22 1.39
914 12.00 2.374 169,039 3,699 145,699 3,188 45.70 157.63 172.69 187.76 1.39
914 14.00 2.374 192,205 4,206 168,865 3,695 45.70 176.08 191.14 206.21 1.39
1,016 10.00 2.476 183,869 3,619 161,490 3,179 50.80 143.53 157.97 172.41 1.40
1,016 12.00 2.476 215,022 4,233 192,643 3,792 50.80 163.33 177.77 192.21 1.40
1,016 14.00 2.476 245,800 4,839 223,422 4,398 50.80 183.05 197.49 211.94 1.40
1,220 12.00 2.680 330,667 5,421 309,992 5,082 61.00 173.42 186.77 200.11 1.41
1,220 14.00 2.680 380,552 6,239 359,877 5,900 61.00 195.40 208.74 222.08 1.41
1,220 16.00 2.680 429,937 7,048 409,262 6,709 61.00 217.30 230.64 243.98 1.41
1,420 14.00 2.880 549,872 7,745 530,633 7,474 71.00 205.80 218.22 230.64 1.42
1,420 16.00 2.880 623,112 8,776 603,872 8,505 71.00 229.61 242.03 254.44 1.42
1,420 18.00 2.880 695,720 9,799 676,481 9,528 71.00 253.35 265.76 278.18 1.42
1,620 16.00 3.080 859,938 10,617 841,948 10,394 81.00 240.32 251.93 263.54 1.43
1,620 18.00 3.080 961,668 11,872 943,678 11,650 81.00 265.72 277.33 288.94 1.43
1,620 20.00 3.080 1,062,631 13,119 1,044,641 12,897 81.00 291.05 302.66 314.28 1.43
1,820 18.00 3.280 1,278,042 14,044 1,261,149 13,859 91.00 276.59 287.49 298.39 1.44
1,820 20.00 3.280 1,413,542 15,533 1,396,649 15,348 91.00 303.38 314.28 325.19 1.44
1,820 22.00 3.280 1,548,131 17,012 1,531,238 16,827 91.00 330.12 341.02 351.92 1.44
1,820 25.00 3.280 1,748,318 19,212 1,731,425 19,027 91.00 370.11 381.01 391.92 1.44
Intermediate pile thyssenkrupp Z19 double pile
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Technical data
Single beam HL with thyssenkrupp Z 18-700 DB HL - beam Weight Height Width Web Flange Width
Moment of inertia
Section modu-
lus
Dead load related
to pipe length - Length of connector as % of pipe
length
Coating area
H B s t a Iy Wy 60% 80% 100% Water
side kg mm mm mm m m cm4/m cm3/m kg/m² kg/m² kg/m² m²/m
HL 920x342 342.4 912.0 418.0 19.30 32.0 1.918 377,378 7,865 232.64 250.68 268.72 2.47
HL 920x365 364.6 916.0 419.0 20.30 34.3 1.919 401,119 8,348 244.09 262.12 280.15 2.47
HL 920x387 387.0 921.0 420.0 21.30 36.6 1.920 426,046 8,843 255.63 273.65 291.67 2.48
HL 920x418 418.0 928.0 422.0 22.50 39.9 1.922 461,906 9,545 271.49 289.49 307.49 2.48
HL 920x447 447.1 933.0 423.0 24.00 42.7 1.923 492,682 10,154 286.48 304.47 322.46 2.49
HL 1000 AA 258.1 970.0 400.0 16.50 21.0 1.900 320,954 6,190 190.47 208.68 226.89 2.44
HL 1000 x 296 295.8 982.0 400.0 16.50 27.0 1.900 381,718 7,331 210.32 228.63 246.74 2.45
HL 1000 A 320.9 990.0 400.0 16.50 31.0 1.900 423,027 8,095 223.53 241.74 259.95 2.45
HL 1000 B 370.6 1,000.0 400.0 19.00 36.0 1.900 484,417 9,241 249.68 267.89 286.11 2.46
HL 1000 M 411.5 1,008.0 402.0 21.00 40.0 1.902 535,668 10,184 270.93 289.12 307.31 2.46
HL 1000 x 477 477.3 1,018.0 404.0 25.50 45.0 1.904 607,741 11,506 305.20 323.37 341.54 2.47
HL 1000 x 554 554.1 1,032.0 408.0 29.50 52.0 1.908 704,127 13,218 344.81 362.95 381.08 2.48
HL 1000 x 642 641.9 1,048.0 412.0 34.00 60.0 1.912 817,425 15,177 390.01 408.11 426.20 2.49
HL 1100 x A 342.6 1,090.0 400.0 18.00 31.0 1.900 519,369 9,053 234.95 253.16 271.37 2.45
HL 1100 x B 390.2 1,100.0 400.0 20.00 36.0 1.900 592,571 10,298 260.00 278.21 296.42 2.46
HL 1100 x M 432.7 1,108.0 402.0 22.00 40.0 1.902 655,566 11,360 282.07 300.26 318.45 2.46
HL 1100 x R 498.6 1,118.0 405.0 26.00 45.0 1.905 743,522 12,835 316.22 334.38 352.55 2.47
Technical data
Double beam HL with Intermediate pile HL - beam Weight Height Width Web Flange Width
Moment of inertia
Section modu-
lus
Dead load related to pipe length - Length of connector as % of pipe
length
Coating area
H B s t a Iy Wy 60% 80% 100% Water
side kg mm mm mm m m cm4/m cm3/m kg/m² kg/m² kg/m² m²/m
HL 920x342 342.4 912.0 418.0 19.30 32.0 2.336 578,452 12,350 337.59 352.40 367.21 2.89
HL 920x365 364.6 916.0 419.0 20.30 34.3 2.338 617,193 13,140 356.29 371.09 385.89 2.89
HL 920x387 387.0 921.0 420.0 21.30 36.6 2.340 657,821 13,949 375.13 389.91 404.70 2.90
HL 920x418 418.0 928.0 422.0 22.50 39.9 2.344 716,123 15,095 400.94 415.70 430.46 2.90
HL 920x447 447.1 933.0 423.0 24.00 42.7 2.346 766,313 16,089 425.40 440.15 454.90 2.91
HL 1000 AA 258.1 970.0 400.0 16.50 21.0 2.300 485,303 9,660 269.57 284.61 299.65 2.84
HL 1000 x 296 295.8 982.0 400.0 16.50 27.0 2.300 585,416 11,560 302.35 317.39 332.43 2.85
HL 1000 A 320.9 990.0 400.0 16.50 31.0 2.300 653,515 12,829 324.17 339.22 354.26 2.85
HL 1000 B 370.6 1,000.0 400.0 19.00 36.0 2.300 754,697 14,723 367.39 382.43 397.48 2.86
HL 1000 M 411.5 1,008.0 402.0 21.00 40.0 2.304 838,688 16,269 402.26 417.27 432.29 2.86
HL 1000 x 477 477.3 1,018.0 404.0 25.50 45.0 2.308 956,876 18,437 458.58 473.57 488.56 2.87
HL 1000 x 554 554.1 1,032.0 408.0 29.50 52.0 2.316 1,113,908 21,645 523.32 538.26 553.20 2.89
HL 1000 x 642 641.9 1,048.0 412.0 34.00 60.0 2.324 1,299,205 24,435 597.07 611.96 626.85 2.90
HL 1100 x A 342.6 1,090.0 400.0 18.00 31.0 2.300 807,588 14,434 343.04 358.09 373.13 2.85
HL 1100 x B 390.2 1,100.0 400.0 20.00 36.0 2.300 928,269 16,482 384.43 399.48 414.52 2.86
HL 1100 x M 432.7 1,108.0 402.0 22.00 40.0 2.304 1,031,511 18,221 420.66 435.68 450.69 2.86
HL 1100 x R 498.6 1,118.0 405.0 26.00 45.0 2.310 1,175,378 20,635 476.62 491.60 506.58 2.88
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Technical data
Double beam HL with thyssenkrupp Z 26-700 DB HL - beam Weight Height Width Web Flange Width
Moment of inertia
Section modu-
lus
Dead load related
to pipe length - Length of connector as % of pipe
length
Coating area
H B s t a Iy Wy 60% 80% 100% Water
side kg mm mm mm m m cm4/m cm3/m kg/m² kg/m² kg/m² m²/m
HL 920x342 342.4 912.0 418.0 19.30 32.0 1.918 393,321 8,198 249.09 272.62 296.14 2.54
HL 920x365 364.6 916.0 419.0 20.30 34.3 1.919 417,054 8,680 260.53 284.04 307.56 2.54
HL 920x387 387.0 921.0 420.0 21.30 36.6 1.920 441,973 9,173 272.06 295.56 319.06 2.55
HL 920x418 418.0 928.0 422.0 22.50 39.9 1.922 477,816 9,874 287.91 311.38 334.86 2.55
HL 920x447 447.1 933.0 423.0 24.00 42.7 1.923 508,583 10,482 302.89 326.35 349.82 2.56
HL 1000 AA 258.1 970.0 400.0 16.50 21.0 1.900 337,048 6,500 207.08 230.89 254.58 2.51
HL 1000 x 296 295.8 982.0 400.0 16.50 27.0 1.900 397,812 7,640 226.93 250.67 247.42 2.52
HL 1000 A 320.9 990.0 400.0 16.50 31.0 1.900 439,121 8,403 240.14 263.88 287.63 2.52
HL 1000 B 370.6 1,000.0 400.0 19.00 36.0 1.900 500,512 9,548 266.29 290.04 313.79 2.53
HL 1000 M 411.5 1,008.0 402.0 21.00 40.0 1.902 551,746 10,489 287.52 311.24 334.96 2.53
HL 1000 x 477 477.3 1,018.0 404.0 25.50 45.0 1.904 623,801 11,810 321.78 345.47 369.17 2.54
HL 1000 x 554 554.1 1,032.0 408.0 29.50 52.0 1.908 720,154 13,519 361.35 385.00 408.65 2.55
HL 1000 x 642 641.9 1,048.0 412.0 34.00 60.0 1.912 833,418 15,474 406.52 430.12 453.71 2.56
HL 1100 x A 342.6 1,090.0 400.0 18.00 31.0 1.900 535,463 9,334 251.56 275.31 299.05 2.52
HL 1100 x B 390.2 1,100.0 400.0 20.00 36.0 1.900 608,665 10,578 276.61 300.36 324.11 2.53
HL 1100 x M 432.7 1,108.0 402.0 22.00 40.0 1.902 671,644 11,638 298.66 322.39 346.11 2.53
HL 1100 x R 498.6 1,118.0 405.0 26.00 45.0 1.905 759,574 13,112 332.79 356.47 380.16 2.54
Technical data
Double beam HL with thyssenkrupp Z 26-700 DB
HL - beam Weight Height Width Web Flange Width Moment of
inertia
Section modu-
lus
Dead load related to pipe
length - Length of connector as % of pipe
length
Coating area
H B s t a Iy Wy 60% 80% 100% Water
side kg mm mm mm m m cm4/m cm3/m kg/m² kg/m² kg/m² m²/m
HL 920x342 342.4 912.0 418.0 19.30 32.0 2.336 591,542 12,629 351.10 370.41 389.73 2.96
HL 920x365 364.6 916.0 419.0 20.30 34.3 2.338 630,272 13,419 369.79 389.08 408.38 2.96
HL 920x387 387.0 921.0 420.0 21.30 36.6 2.340 670,888 14,226 388.62 407.90 427.18 2.97
HL 920x418 418.0 928.0 422.0 22.50 39.9 2.344 729,169 15,370 414.40 433.65 452.90 2.97
HL 920x447 447.1 933.0 423.0 24.00 42.7 2.346 779,347 16,363 438.86 458.09 477.32 2.98
HL 1000 AA 258.1 970.0 400.0 16.50 21.0 2.300 498,598 9,924 283.29 302.90 322.52 2.91
HL 1000 x 296 295.8 982.0 400.0 16.50 27.0 2.300 598,711 11,823 316.07 335.69 355.30 2.92
HL 1000 A 320.9 990.0 400.0 16.50 31.0 2.300 666,810 13,090 337.90 357.51 377.13 2.92
HL 1000 B 370.6 1,000.0 400.0 19.00 36.0 2.300 767,992 14,982 381.11 400.73 420.35 2.93
HL 1000 M 411.5 1,008.0 402.0 21.00 40.0 2.304 851,960 16,527 415.95 435.54 455.12 2.93
HL 1000 x 477 477.3 1,018.0 404.0 25.50 45.0 2.308 970,125 18,692 472.25 491.80 511.35 2.94
HL 1000 x 554 554.1 1,032.0 408.0 29.50 52.0 2.316 1,149111 21,896 536.94 556.42 575.91 2.96
HL 1000 x 642 641.9 1,048.0 412.0 34.00 60.0 2.324 1,312,363 24,682 610.65 630.07 649.48 2.97
HL 1100 x A 342.6 1,090.0 400.0 18.00 31.0 2.300 820,883 14,661 356.77 376.38 396.00 2.92
HL 1100 x B 390.2 1,100.0 400.0 20.00 36.0 2.300 941,564 16,718 398.16 417.77 437.39 2.93
HL 1100 x M 432.7 1,108.0 402.0 22.00 40.0 2.304 1,044,783 18,456 434.36 453.94 473.52 2.93
HL 1100 x R 498.6 1,118.0 405.0 26.00 45.0 2.310 1,188,616 20,868 490.29 509.82 529.35 2.95
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Cold-rolled sheet piling sections Trench sheeting
Technical Data
Trench sheeting
Section modulus Weight Weight
Moment of inertia Width Height
Flange thick-ness
Web thickness
Wy Wall Single pile Iy b h t s cm³/m kg/m² kg/m cm4/m mm mm mm mm
KD VI/6 and KD VI/8 KD VI/6 182 62.5 37.5 726 600 78 6.0 6.0
KD VI/8 242 83.3 50.0 968 600 80 8.0 8.0
Technical Data
Trench sheeting
Section modulus Weight Weight
Moment of inertia Width Height
Flange thick-ness
Web thick-ness
Wy Wall Single pile Iy b h t s cm³/m kg/m² kg/m cm4/m mm mm mm mm
KD 4L and KD 4-3,5 KD 4L 99 53.3 21.3 245 400 49 5.8 5.8
KD 4-3,5 60 32.3 12.9 142 400 47 3.5 3.5
Technical Data
Lightweight sections
Section
modulus Weight Weight Moment of inertia Width Height
Flange thick-ness
Web thickness
Wy Wall Single pile Iy b h t s cm³/m kg/m² kg/m cm4/m mm mm mm mm
KL 3/4 to KL 3/8 KL 3/4 276 45.2 31.6 2,042 700 146 4.0 4.0
KL 3/5 339 55.8 39.1 2,502 700 147 5.0 5.0
KL 3/6 410 66.0 46.2 3,080 700 148 6.0 6.0
KL 3/7 460 78.0 54.6 3,500 700 149 7.0 7.0
KL 3/8 540 88.0 61.5 4,050 700 150 8.0 8.0
thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 27
Trench sheeting, Technical data
Forms of supply for trench sheeting
S
KD VI/6
KD VI/8
S
KD 4.4L
Trench sheeting is only supplied as single piles (S)
with handling holes.
Handling holes KD VI/6 and KD VI/8 trench sheets
250 mm from top edge
150 mm from bottom edge, standard form
Handling holes KD 4L and KD 4-3.5 trench sheets
250 mm from top edge
150 mm from bottom edge, standard form
Handling holes, KD VI/6 and KD VI/8 trench sheets
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Lightweight sections, Technical data Forms of supply for KL lightweight sections Sa
Single pile in A-position (non-standard form)
Sb
Single pile in B-position (standard form)
Da
Double piles (Da) to special order only
Db
Double piles (Db) to special order only
Typical application: Dike protection – lightweight sections
Handling holes KL lightweight sections
The KL lightweight sections are supplied with handling
holes. Handling holes are provided at both ends according
to the above drawing.
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Lightweight sections: corner sections, SteelWall connectors
Corner piles with tk 90 connectors
Corner piles with KEP 90 corner sections
KEP corner sections are available in variants A and B for
90° corners. An angular adjustment of –20° or +20° is
possible within the interlock and ±10°, within the hook,
which means that variant A covers a total angle of
80 –120° and variant B a total angle of 60 –100°.
Further variants available on request.
SteelWall connectors
CF 90 Weight: ~ 19.9 kg/m
CF- Junction Weight: ~ 8.9 kg/m
CFP 180 Weight: ~ 10.4 kg/m
thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 30
Sealing systems thyssenkrupp interlock sealing system
Guiding When driving sections with sealed interlocks, particular
attention must be paid to guiding to ensure the piles do
not lean to the front, rear or side. Any corrective
measures applied must not cause any narrowing of any
interlock slots containing profiled seals. DIN EN 12063
and EAU 2012, E 154 contain useful advice.
Driving direction When installing sections with sealed interlocks, the di-
rection of driving must be specified prior to starting
work. When pitching double piles on-site, make sure
that the free interlock is driven first and the interlock
with the seal is threaded into this. For threading, the
pile must be turned so that the unsealed interlock
points in the direction of driving. The side with the
sealant is to be indicated by a colored dot at the top of
the pile. Sheet piling should normally be driven continu-
ously. However, staggered installation is also possible.
The method used should be chosen on the basis of the
overall driving conditions.
U-Section
Z-Section
Lightweight
sections
thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 31
Bitumen-based interlock fillers Material properties of SIRO 88 SIRO 88 is a hot-poured elastomeric bitumen sealant. After
application and cooling, this material may be anything from
soft to stiff depending on the ambient temperature.
It adheres well to the steel surface.
Direction of driving The direction of driving must be specified prior to installa-
tion when filled interlocks are involved. For threading, the
pile must be turned so that the filled interlock points in the
direction of driving.
U-Sections
Z-Sections
Lightweight
sections
thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 32
Other sealing methods and installation advice.
Other sealing and installation methods may be necessary
depending on the requirements of the particular project.
It is therefore essential to investigate and establish the
methods to be used in advance.
The following additional sealing methods are available for
interlocks that must be sealed after driving:
Where sealing requirements are not excessive, interlocks
can be sealed subsequently, e.g. with timber wedges
(swelling effect), rubber, or plastic cords.
If absolute watertightness is required, welding the inter-
locks is the only solution. As a rule, this concerns the
threading interlocks only because factory-threaded inter-
locks can be welded prior to driving. It is important to note
that the interlock can only be welded when the surfaces are
dry and clean. The weld must be applied to the side of the
sheet piling that faces the base of the structure to be
erected. Open interlocks can be covered with, for instance,
steel flats or steel sections attached to the sheet piling with
fillet welds.
Effect of high temperatures Welding carried out near seals or fillers can be expected to
have an adverse, local effect on these materials. If subse-
quent welding cannot be avoided, resealing will be neces-
sary.
Criteria for selecting a suitable interlock sealing system.
Which interlock seal is suitable for which project? This
question has to be considered for every new project, and
the answer depends on the project specification and the
boundary conditions. We can provide you with the infor-
mation you need so that you can specify “your” system
spot-on.
Example: vertical wall 10.5 m deep is required to encapsu-
late contaminated site. Investigations have revealed that
the soil is contaminated with the following hazardous sub-
stances: chlorinated dioxins and furans, chlorobenzenes,
chlorophenols, oils, mineral oils, polycyclic aromatic hydro-
carbons, aliphatic and aromatic solvents.
From this it follows that the wall required must be resistant
to all of the aforementioned substances. The permeability
required is k ≤ 1.0 ·10–9 m/s for a notional thickness of
d = 60 cm. In light of the quality requirements, only fac-
tory-sealed sheet piles are permissible. The section modu-
lus required is Wy ≥ 1,100 cm3/m. A suitable sealing sys-
tem can now be determined based on the following
parameters:
Permeability criteria The interlock seepage resistance ρ required is:
required ρ ≤ k . b/d
The result is that to achieve the equivalent of a 60 cm thick
diaphragm wall with k ≤ 1.0 ·10–9 m/s, the minimum
requirement is single piles with a tk interlock sealing sys-
tem in the threading interlock (critical pile width ≥ 0.50 m).
thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 33
Spot-on selection.
The following calculation models are based on DIN EN 12063: Seepage resistance (m/s)
𝜌 =𝑞(𝑧) ∙ 𝛾
∆ 𝑝(𝑧)
where: q(z) = discharge rate over time
related to interlook lenght (m3/m. s)
= specific gravity of fluid (kN/m3)
∆p(z) = hydrostatic pressure (kN/m2 )
Seepage rate Q (m3/s · interlock) Die Sickermenge Q durch ein Schloss lässt sich errechnen durch:
𝑄 = ∫ 𝑞(𝑧) ∙ 𝑑𝑧 = (𝜌/𝛾) ∙ ∫ ∆𝑝(𝑧) ∙ 𝑑𝑧
∆ℎ+ℎ
0
∆ℎ+ℎ
0
𝑄 = 𝜌 ∙ ∆ℎ ∙ (0,5 ∙ ∆ℎ + ℎ)
To compare the imperviousness with that of a diaphragm wall, the permea-bility coefficient k to DIN 18130 Part 1 for soils (porous media) can be taken into account:
𝑘 = 𝑄
𝑖 ∙𝐴 𝑄 =
𝑘 ∙ ∆𝑝(𝑧)
𝛾 ∙ 𝑑 ∙ 𝐴
where: k = permeability coefficient (m/s) Q = measured flow rate (m3/s) i = hydraulic gradient (-) A = cross-sectional area, wall area (m2)
Considering these fundamental rela-tionships and the number of critical in-terlocks per m2 of wall area results in this relationship for a constant seep-age rate Q:
𝑘 ∙ ∆𝑝(𝑧)
𝛾 ∙ 𝑑 =
∙ ∆𝑝(𝑧)
𝛾 ∙ 𝑏
𝑘
𝑑
𝜌
𝑏 .
where: d = thickness of diaphragm wall (m) b = critical element width for designing seepage rate (m)
The sections given in the table below can be used:
Sections Critical element width
Comparable k-value for 60 cm thick diaphragm wall
Leakage requirement satisfied
Imperviousness requirement satisfied
m m/s
SP (500-series) 0.50 2.2 . 10-10 yes yes
DP (500-series) 1.00 1.1 . 10-10 yes yes
SP (600-series) 0.60 1.8 . 10-10 yes yes
DP (600-series) 1.20 9.0 . 10-11 yes yes
A double pile (600 series) with Wy ≥ 1,100 cm3/m is se-
lected for economic reasons. Its imperviousness therefore
compares with that of a 60 cm thick diaphragm wall with a
k-value of 9.0 · 10–11 m/s, or for an 80 cm thick diaphragm
wall a k-value of 1.2 · 10–10 m/s. Due to its lower thickness,
a slurry wall must exhibit a k-value of 1.2 · 10–11 m/s in or-
der to achieve the imperviousness of the sheet piling solu-
tion.
Resistance criteria Conventional bituminous interlock fillers are not resistant to
pollutants such as aliphatic and aromatic solvents, oils, or
mineral oils. However, the thyssenkrupp interlock sealing
system has proven to be resistant to these pollutants.
thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 34
Comparison of k-values
Technical data
Sealing system Critical element
width k-value required for diaphragm Slurry wall b (m) m/s d = 0.60 m d = 0.80 m d = 0.080 m
Single piles with bitumen compound in every interlock
0.50 6.0 · 10-9
7.2 · 10-8 9.6 · 10-8 9.6 · 10-9
0.60 6.0 · 10-8 8.0 · 10-8 8.0 · 10-9
Double piles with bitumen compound in driving interlock and poured compound in middle interlock
1.00 6.0 · 10-8
3.6 · 10-8 4.8 · 10-8 4.8 · 10-9
1.20 3.0 · 10-8 4.0 · 10-8 4.0 · 10-9
Single piles with tk interlock sealing system in every interlock
0.50 1.8 · 10-10
2.2 · 10-10 2.9 · 10-10 2.9 · 10-11
0.60 1.8 · 10-10 2.4 · 10-10 2.4 · 10-11
Double piles with tk interlock sealing system in threading interlock and injected sealant in middle interlock
1.00 1.8 · 10-10
1.1 · 10-10 1.4 · 10-10 1.4 · 10-11
1.20 9.0 · 10-10 1.2 · 10-10 1.2 · 10-11
Triple piles with thyssenkrupp tk interlock sealing system in the threading interlock and injected sealant in the middle interlocks
1.50 1.8 · 10-10
7.2 · 10-11 9.6 · 10-11 9.6 · 10-12
1.80 6.0 · 10-11 8.0· 10-11 8.0· 10-12
Technical data
Critical element width
for double pile
No. of interlocks with possibly lim-
ited seepage Ingress into excavation
Reduction in quan-tity of water
to be pumped m/s m l/s % %
Groundwater lowering with steel sheet pile wall 115 100 +
Sheet piling without interlock sealing 8.0 · 10-4
x ksoil/b 0.5 900 41 36 64
Sheet piling with site-applied bitumen compound in every interlock
6.0 · 10-8 0.5 900 3.1 3 97
Sheet piling with factory-applied bitumen compound in driving interlock and poured compound in middle interlock 6.0 · 10-8 1 450 1.5 1.3 99
Sheet piling with tk interlock sealing system in threading interlock and injected sealant in middle interlock
1.8 · 10-10 1 450 0.005 0.004 99.9
thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 35
Anchor equipment Round steel tie rods
Round steel tie rod components and connecting elements
Anchor with upset ends – rolled thread
Round steel tie rods acc. to EAU 2012
Technical data
Anchor force according to EAU 2012 - kt = 0.55
M 39 M 42 M 45 M 48 M 52 M 56 M 60 M 64 M 68 M 72 M 76 M 80 M 85 M 90
Nominal diameter D mm 39 42 45 48 52 56 60 64 68 72 76 80 85 90
Shaft diameter d mm 36 39 42 45 38 41 44 47 50 54 57 60 64 68
Tensile stress area Thread
As mm² 976 1,121 1,306 1,473 1,758 2,030 2,362 2,676 3,055 3,460 3,889 4,344 4,948 5,591
Cross sectional area Shaft Ag mm² 1,017 1,194 1,385 1,590 1,134 1,320 1,521 1,735 1,963 2,290 2,552 2,827 3,217 3,632
ASF 355 Permissible design resistance
Rd kN 205 235 275 309 366 426 491 560 634 736 824 912 1,038 1,172
ASF 460 Permissible design resistance
Rd kN 257 294 345 387 465 537 627 709 813 924 1,042 1,167 1,333 1,510
ASF 500 Permissible design resistance
Rd kN 273 313 366 412 494 570 666 754 864 982 1,107 1,240 1,416 1,605
Weight (Shaft) G kg/m 7.99 9.38 10.88 12.49 8.90 10.36 11.94 13.62 15.41 17.98 20.03 22.20 25.25 28.51
Technical data
Anchor force according to EAU 2012 - kt = 0.55
M 95 M 100 M 105 M 110 M 115 M 120 M 125 M 130 M 135 M 140 M 145 M 150 M 155 M 160
Nominal diameter D mm 95 100 105 110 115 120 125 130 135 140 145 150 155 160
Shaft diameter d mm 73 77 81 85 89 93 97 101 105 109 113 118 123 127
Tensile stress area Thread As mm² 6,273 6,995 7,755 8,556 9,395 10,274 11,191 12,149 13,145 14,181 15,256 16,370 17,524 18,716
Cross sectional area Shaft
Ag mm² 4,185 4,657 5,153 5,675 6,221 6,793 7,390 8,012 8,659 9,331 10,029 10,936 11,882 12,668
ASF 355 Permissible design resistance
Rd kN 1,351 1,503 1,663 1,831 2,008 2,192 2,385 2,586 2,795 3,011 3,237 3,529 3,835 4,088
ASF 460 Permissible design resistance
Rd kN 1,699 1,898 2,108 2,330 2,562 2,806 3,061 3,326 3,603 3,891 4,190 4,500 4,821 5,153
ASF 500 Permissible design resistance
Rd kN 1,805 2,017 2,240 2,476 2,723 2,981 3,252 3,534 3,828 4,134 4,452 4,781 5,122 5,475
Weight (Shaft) G kg/m 32.86 36.56 40.45 44.55 48.84 53.32 58.01 62.89 67.94 73.25 78.73 85.85 93.28 99.44
Rear plate + nut
Steel sheet pile
Waling Anchor wall
Waling connection with universal joint
Coupler
Eye tie anchor
Anchor extension
Turnbuckle
Waling bracket
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Anchor with upset ends – rolled thread
Round steel tie rods acc. to DIN EN 1993-5 Technical data
Anchor force according to DIN EN 1993-5 - kt = 0.60 M 39 M 42 M 45 M 48 M 52 M 56 M 60 M 64 M 68 M 72 M 76 M 80 M 85 M 90 Nominal diameter D mm 39 42 45 48 52 56 60 64 68 72 76 80 85 90
Shaft diameter d mm 36 39 42 45 38 41 44 47 50 54 57 60 64 68
Tensile stress area Thread
As mm² 976 1,121 1,306 1,473 1,758 2,030 2,362 2,676 3,055 3,460 3,889 4,344 4,948 5,591
Cross sectional area Shaft
Ag mm² 1,017 1,194 1,385 1,590 1,134 1,320 1,521 1,735 1,963 2,290 2,552 2,827 3,217 3,632
ASF 355 Permissible design resistance
Rd kN 239 274 320 361 403 469 540 616 697 813 906 1,004 1,142 1,289
ASF 460 Permissible design resistance
Rd kN 300 344 401 453 522 607 699 798 903 1,054 1,174 1,301 1,480 1,671
ASF 500 Permissible design resistance
Rd kN 318 366 426 481 567 660 760 867 982 1,129 1,269 1,414 1,608 1,816
ASF 720 Permissible design resistance
Rd kN 422 484 564 636 759 877 1,020 1,156 1,320 1,495 1,680 1,877 2,138 2,415
Weight (Shaft) G kg/m 7.99 9.38 10.88 12.49 8.90 10.36 11.94 13.62 15.41 17.98 20.03 22.20 25.25 28.51
Technical data
Anchor force according to DIN EN 1993-5 - kt = 0.60 M 95 M 100 M 105 M 110 M 115 M 120 M 125 M 130 M 135 M 140 M 145 M 150 M 155 M 160 Nominal diameter D mm 95 100 105 110 115 120 125 130 135 140 145 150 155 160
Shaft diameter d mm 73 77 81 85 89 93 97 100 105 110 115 120 125 130
Tensile stress area Thread
As mm² 6,273 6,995 7,755 8,556 9,395 10,274 11,191 12,149 13,145 14,181 15,256 16,370 17,524 18,716
Cross sectional area Shaft
Ag mm² 4,185 4,657 5,153 5,675 6,221 6,793 7,390 7,854 8,659 9,503 10,387 11,310 12,272 13,273
ASF 355 Permissible design resistance
Rd kN 1,486 1,653 1,829 2,014 2,209 2,411 2,623 2,788 3,074 3,374 3,687 4,007 4,290 4,582
ASF 460 Permissible design resistance
Rd kN 1,925 2,142 2,370 2,610 2,862 3,125 3,399 3,613 3,983 4,356 4,687 5,029 5,383 5,750
ASF 500 Permissible design resistance
Rd kN 2,048 2,283 2,531 2,793 3,067 3,353 3,653 3,927 4,291 4,629 4,979 5,343 5,720 6,109
ASF 720 Permissible design resistance
Rd kN 2,710 3,022 3,350 3,696 4,059 4,438 4,835 5,248 5,679 6,126 6,591 7,072 7,570 8,085
Weight (Shaft) G kg/m 32.86 36.56 40.45 44.55 48.84 53.32 58.01 61.65 67.94 74.60 81.50 88.78 96.29 104.00
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Anchor with rolled thread
Technical data
Anchor force according to DIN EN 1993-5 - kt = 0.90 M 39 M 42 M 45 M 48 M 52 M 56 M 60 M 64 M 68 M 72 M 76 M 80 M 85 M 90 Nominal diameter D mm 39 42 45 48 52 56 60 64 68 72 76 80 85 90
Shaft diameter d mm 36 39 42 45 49 52 56 60 64 68 72 76 81 86
Tensile stress area Thread As mm² 976 1,121 1,306 1,473 1,758 2,030 2,362 2,676 3,055 3,460 3,889 4,344 4,948 5,591
Cross sectional area Shaft Ag mm² 1,017 1,194 1,385 1,590 1,847 2,124 2,463 2,827 3,217 3,632 4,072 4,536 5,153 5,809
ASF 355 Permissible design resistance
Rd kN 346 398 464 523 624 721 839 950 1,085 1,228 1,381 1,542 1,757 1,985
ASF 460 Permissible design resistance
Rd kN 449 516 601 678 809 934 1,087 1,231 1,405 1,592 1,789 1,998 2,276 2,572
ASF 500 Permissible design resistance
Rd kN 478 549 639 721 861 994 1,156 1,310 1,496 1,694 1,904 2,127 2,423 2,737
ASF 720 Permissible design resistance
Rd kN 632 726 846 955 1,139 1,315 1,531 1,734 1,980 2,242 2,520 2,815 3,206 3,623
Weight (Shaft) G kg/m 7.99 9.38 10.88 12.49 14.80 16.62 19.34 22.20 25.25 28.51 31.96 35.61 40.45 45.60
Technical data
Anchor force according to DIN EN 1993-5 - kt = 0.90 M 95 M 100 M 105 M 110 M 115 M 120 M 125 M 130 M 135 M 140 M 145 M 150 M 155 M 160 Nominal diameter D mm 95 100 105 110 115 120 125 130 135 140 145 150 155 160
Shaft diameter d mm 91 96 101 106 111 116 121 126 131 136 141 146 151 156
Tensile stress area Thread
As mm² 6,273 6,995 7,755 8,556 9,395 10,274 11,191 12,149 13,145 14,181 15,256 16,370 17,524 18,716
Cross sectional area Shaft
Ag mm² 6,504 7,238 8,012 8,825 9,677 10,568 11,499 12,469 13,478 14,527 15,615 16,742 17,908 19,113
ASF 355 Permissible design resistance
Rd kN 2,227 2,483 2,753 3,037 3,335 3,647 3,973 4,313 4,666 5,034 5,416 5,811 6,221 6,644
ASF 460 Permissible design resistance
Rd kN 2,886 3,218 3,567 3,936 4,322 4,726 5,148 5,589 6,047 6,523 7,018 7,530 8,061 8,609
ASF 500 Permissible design resistance
Rd kN 3,071 3,425 3,797 4,189 4,600 5,030 5,479 5,948 6,436 6,943 7,469 8,015 8,580 9,163
ASF 720 Permissible design resistance
Rd kN 4,065 4,533 5,025 5,544 6,088 6,658 7,252 7,873 8,518 9,189 9,886 10,608 11,356 12,128
Weight (Shaft) G kg/m 51.06 56.82 62.89 69.27 75.96 82.96 90.27 97.88 105.80 114.04 122.57 131.42 140.58 150.00
Permissible design resistances Rd according to DIN 1993-5 (D) / Stressed area Round steel tie rods and bolts
(The threads - Metric thread - are rolled up)
The design resistances are calculated using the following equation over the minimum cross section: Ftg,Rd = (Shaft cross section) Ag x fy,k / M0 where M0 = 1.00
Ftt,Rd = (Thread cross section) kt x AS x fua,k / Mb where Mb = 1.25
Verification for the ultimate limit state to DIN EN 1993-5: Zd < Rd fy,k : yield stress
Zd: design value of anchor force Zd = ZG,k * γ G + ZQ,k * γ Q fua,k : tensile strength
Rd: design resistance of anchor Rd = Min [Ftg,Rd ; Ftt,Rd] M0 : partial safety factor to DIN EN 1993-5 for anchor shaft
Ag : cross-sectional area in shaft zone Mb : partial safety factor to DIN EN 1993-5 for threaded area
AS : tensile stress area in threaded zone kt : notch factor to DIN 1993-5 (kt = 0.60 or 0.90)
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Eye anchor
Technical data
ASF 355 anchor force acc. to DIN EN 1993-5 with kt = 0.6 A150 A175 A200 A200 A225 A225 A225 A250 A275 A300A A300B A325 A350 A375A
Shaft diameter d mm 36 39 42 42 45 45 45 48 52 56 60 64 68 72
Thickness eye c mm 25 30 33 33 39 39 39 42 47 50 50 55 60 63
Length eye La mm 86 106 127 127 135 135 135 147 166 190 190 210 220 235
Width eye a mm 72 85 105 105 110 110 110 125 135 155 155 165 180 190
Bolt diameter d0 mm 30 33 36 36 40 40 40 47 52 56 56 62 68 70
Technical data
ASF 355 anchor force acc. to DIN EN 1993-5 with kt = 0.6 A375B A400 A425 A450 A450 A475 A500 A525 A550 A575 A575 A600 A625 A650
Shaft diameter d mm 75 80 85 90 90 95 100 105 110 115 115 120 125 130
Thickness eye c mm 63 66 72 75 75 80 85 90 95 100 100 105 115 120
Length eye La mm 235 253 290 300 300 323 340 350 365 373 373 380 439 459
Width eye a mm 190 210 230 240 240 255 270 275 290 300 300 310 330 340
Bolt diameter d0 mm 70 76 80 85 85 90 95 100 100 105 105 110 115 120
Technical data
ASF 500 anchor force acc. to DIN EN 1993-5 with kt = 0.6 A150 A175 A200 A200 A225 A225 A225 A250 A275 A300A A300B A325 A350 A375A
Shaft diameter d mm 36 39 42 42 45 45 45 48 52 56 60 64 68 72
Thickness eye c mm 25 30 33 33 39 39 39 42 47 50 50 55 60 63
Length eye La mm 86 106 127 127 135 135 135 147 166 190 190 210 220 235
Width eye a mm 72 85 105 105 110 110 110 125 135 155 155 165 180 190
Bolt diameter d0 mm 30 33 36 36 41 41 41 47 52 56 56 62 68 70
Technical data
ASF 500 anchor force acc. to DIN EN 1993-5 with kt = 0.6 A375B A400 A425 A450 A450 A475 A500 A525 A550 A575 A575 A600 A625 A650
Shaft diameter d mm 75 80 85 90 90 95 100 105 110 115 115 120 125 130
Thickness eye c mm 63 66 72 75 75 80 85 90 95 100 100 105 115 120
Length eye La mm 235 253 290 300 300 323 340 350 365 373 373 380 439 459
Width eye a mm 190 210 230 240 240 255 270 275 290 300 300 310 330 340
Bolt diameter d0 mm 70 76 80 85 85 90 95 100 105 110 110 115 120 125
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Technical data
ASF 720 anchor force acc. to DIN EN 1993-5 with kt = 0.6 A150 A175 A200 A200 A225 A225 A225 A250 A275 A300A A300B A325 A350 A375A
Shaft diameter d mm 36 39 42 42 45 45 45 48 52 56 60 64 68 72
Thickness eye c mm 25 30 33 33 39 39 39 42 47 50 50 55 60 63
Length eye La mm 86 106 127 127 135 135 135 147 166 190 190 210 220 235
Width eye a mm 72 85 105 105 110 110 110 125 135 155 155 165 180 190
Bolt diameter d0 mm 30 33 40 40 44 44 44 50 55 61 61 66 72 76
Technical data
ASF 720 anchor force acc. to DIN EN 1993-5 with kt = 0.6 A375B A400 A425 A450 A450 A475 A500 A525 A550 A575 A575 A600 A625 A650
Shaft diameter d mm 75 80 85 90 90 95 100 105 110 115 115 120 125 130
Thickness eye c mm 63 66 72 75 75 80 85 90 95 100 100 105 115 120
Length eye La mm 235 253 290 300 300 323 340 350 365 373 373 380 439 459
Width eye a mm 190 210 230 240 240 255 270 275 290 300 300 310 330 340
Bolt diameter d0 mm 76 85 90 95 95 100 105 110 110 115 115 125 130 135
thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 40
thyssenkrupp ASF drilled injection pile system
Permissible design resistances acc. to EC7-1 section 7 Round steel tie rods (Whitworth thread) / steel grade ASF 500/700
Technical data
Nominal size inches 2 2½ 3* 3½* 4* 4¼* 4½ 5 5½ 6 Diameter D mm 50 63 75 90 100 110 115 125 140 150
Ø core mm 42.9 54.7 66.2 78.1 90.0 95.8 102.2 114.4 126.5 138.8
Ø f l ank mm 46.8 59.0 71.1 83.4 95.7 101.8 108.1 120.6 133.0 145.4
Thread Ast ress cm² 15.8 25.4 37.0 51.3 67.7 76.7 86.9 108.4 132.2 158.6
Without upset ends, characteristic resistance
R t , k kN 790 1,269 2,004 2,598 3,385 4,020 4,344 5,418 6,609 7,930
Without upset ends, design resistance R t ,d kN 687 1,104 1,743 2,259 2,943 3,496 3,777 4,711 5,747 6,896
Weight kg/m 13.6 21.5 31.1 42.5 56.8 64.1 71.9 90.3 109.1 129.6
* The thyssenkrupp ASF drilled injection pile comply with DIN EN 14199 “Execution of special geotechnical works – injection piles” and in Germany their use is regulated by National
Technical Approval Z-34.14-243 issued by the German Institute for Civil Engineering (DIBt).
Anchor head on temporary concrete structure
Anchor head on temporary steel structure
Schematic diagram with anchor head connection in concrete
Nut End plate
PE-HD pipe, filled with corrosion protection compound
Withworth thread
Shrink tube
Pile collar
Rolled thread
Centralizer
thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 41
TITAN micropile
Versatile
Micropiles for foundations/underpinning Installed in accordance with DIN EN 14199 for transferring tensile and compressive loads to load-bearing strata at greater depths
Micropiles for anchorages Installed in accordance with DIN EN 14199 for transferring tensile loads to load-bearing strata at greater depths
Micropiles as soil nails
Installed in accordance with DIN EN 14490 for increasing tensile and shear strength
Special applications
• Drill-Drain mircopile, a horizontal drain for reliable specific drainage of slope seepage water • Geothermal energy – combined load-bearing pile and borehole for ground coupling • Monojet, the jet-grouting principle with pressures up to 200 bar
TITAN micropiles comply with DIN EN 14199 “Execution of special geotechnical works – injection piles” and in Germany their
use is regulated by National Technical Approval Z-34.14-209 issued by the German Institute for Civil Engineering (DIBt).
Technical data
Designation Unit TITAN 30/16
TITAN 30/11
TITAN 40/20
TITAN 40/16
TITAN 52/26
TITAN 73/56
TITAN 73/53
TITAN 73/45
TITAN 73/35
TITAN 103/78
TITAN 103/51
TITAN 127/103
Nominal outside diameter Dsteell mm 30 30 40 40 52 73 73 73 73 103 103 127
Nominal inside diameter Dsteell mm 16 11 20 16 26 56 53 45 35 78 51 103
Effective cross section Aeff mm2 340 415 730 900 1,250 1,360 1,615 2,239 2,714 3,140 5,680 3,475
Ultimate load Fu kN 245 320 540 660 925 1,035 1,160 1,575 1,865 2,270 3,660 2,3204)
Load at 0.2% proof stress F0,2,k (mean value)
kN 190 260 425 525 730 830 970 1270 1430 1,800 2,670 2030
Characteristic load-carrying capacity RM,k according to German approval 1)
kN 1552) 225 / 2503) 372 490 650 6952) 900 1218 1386 1626 2500 1,8002)
Strain stiffness E · A5) 103 kN 63 83 135 167 231 251 299 414 502 580 1022 640
Bending stiffness E · I5) 106 kNmm2 3.7 4.6 15 17 42 125 143 178 195 564 794 1,163
Weight kg/m 2.7 3.29 5.8 7.17 9.87 10.75 13.75 17.8 21.0 25.3 44.6 28.9
Length m 3 2/3/4 3/4 2/3/4 3 6.25 3 3 3 3 3 3
Left-/right-hand thread – left left left left left / right
right right right right right right right
1) In Case of permanent tension loads and a cement grout cover (c < 45 mm) the load-carrying capacity must be reduced according to approval Z-34.14-209.
2) An approval for this size is not yet available. The values for TITAN 30/16, 73/56 and 127/103 were interpolated in a similar way to the approval .
3) For temporary use of type 30/11 (< 2 years) a characteristic load-carrying capacity Rk of 250 kN may be estimated.
4) Only applies to hollow steel tendon without coupler. The ultimate load for coupled hollow steel tendons is 2048 k
5) In case of deformation calculations, the specified values are to be used. The values are determined from experiments. It is not possible to use these data to calculate the modu-lus of elasticity, cross section or moment of inertia.
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The method in detail The components
Example: grouting
Spherical collar nut
End plate
Coupler
Hollow steel tendon
Centralizer
Drill bit
D
HDPE tube, e.g. for unbonded anchor length and additional corrosion protection at base of excavation
Initial injection (filter cake) to stabilize the drilled hole and improve the shear bond
Final injection (cement grout) to form the body of grout
Hollow steel tendon in accordance with DIN EN 14199 to limit crack widths
Hollow tendon for flushing
Centralizer for ensuring a cement grout cover > 20 mm
Coupler
Clay drill bit
Flushing aperture
Spherical collar nut
End plate
Non-cohesive soil (sand, gravel, weathered rock)
Coupler diameter dk
Diameter of drill bit
Grout strength and strain stiffness increase towards the tendon
Clay drill bit diameter d
Filter cake (cement) with soil inclusions
Hollow steel tendon Minimum body of grout, diameter D > d
Skin friction
Theoretical diameter of body of injected grout D
min. cement grout cover > 20 mm
Soil, loose rock
TITAN 40/16 hollow steel tendon
Filter cake (colored gray/black) formed by thin flushing fluid (w/c 0.8–1.0); prevents the drilled hole Final grout w/c 0.4–0.5 (colored red)
D=d + a Widening value a ≥ 20 mm to DIN SPEC 18539 Empirical values supplied by Ischebeck (measured on excavated grout bodies) D ≥ d + 75 mm for medium and coarse gravel d + 50 mm for sand and sandy gravel
Soil, loose rock
Final grout w/c 0.4–0.5 (colored red) Corrosion protection
thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 43
Example: grouting
1. Direct drilling Rotary percussive drilling with flushing medium Flushing/drilling fluid is a cement slurry (w/c ratio = 0.4 ÷ 0.7)
Drill bits and applications
2. Dynamic pressure grouting
Pressure grouting with a cement slurry
(w/c ratio = 0.4 ÷ 0.5)
1. 2.
Clay bit:
Cross-cut bit:
Button bit:
Clay and loam, sandy-cohesive mixed soils without obstructions < 50 S.P.T.
(standard penetration test)
Dense sand and gravel with obstructions
> 50 S.P.T.
Weathered rock, phyllite, slate, mudstone; strength < 70 MPa
Carbide cross-cut bit:
Carbide button bit:
Carbide shouldered bit:
Dolomite, granite, sandstone; strength 70–150 MPa
Reinforced concrete or rock, predrilling; strength > 70 MPa
For drilled holes with a stable di-rection in the case of faults in the ground
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Typical application: repairs of tunnel roof
The backfilling material has settled and in some places is
displacing the masonry, resulting in the need for repairs.
In such cases it has proved worthwhile to insert TITAN
micropiles, inject the voids with grout and anchor the
masonry in position.
Uplift protection
When constructing concrete ground slabs for sedimentation tanks, road underpasses, deep excavations, etc. in groundwater,
micropiles can be installed to secure them against uplift .
Operations
1. Drill TITAN micropile from pontoon to desired depth.
2. Fit final piece of anchor with bayonet screw and
screw-on anchor plate
3. Drill down until anchor plate is at desired level (center of
concrete ground slab).
4. After pressure grouting, turn coupler briefly anticlock-
wise to release bayonet connection and recover the
rest of the tendon.
Loose and friable material
Cement/sodium silicate plug to secure the partly bonded micropile
Loose rock
Nut
Anchor plate
Packing
Mansory
Right-hand thread Right-hand thread
Coupler Recoverable Bayonet socket
Left-hand thread
Bayonet socket Bayonet pin
Tack-welded in position on-site
Anchor plate screwed on and tack-welded in position on-site
Bayonet pin 2 Pontoons welded
Water
thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 45
Anchoring a sheet pile from the water side
Inclined twin channel-waling
Sheet pile
Steel tendon
Cement stone
Spherical collar nut
End plate
2 support plates
Waling
Cleat
Steel tendon 40/16 Spherical collar nut
End plate 200 x 200 x 30mm
Bracket to suit structural requirements
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Sheet pile section as waling with spherical collar nut +
end plate with spherical recess
Sheet pile section as waling with wedge discs + plate
Soldier pile wall
Soldier pile wall as excavation shoring
Anchor head concealed between twin-channel waling for permanent soldier pile wall
Steel tendon 30/11 and 40/16
Spherical collar nut
End plate with spherical recess 220 x 220 x 40 mm
22
0
Ball fitting Ø 90 mm 45
Steel tendon 40/16
Spherical collar nut
Wedge discs (max.2)
Weld seam to suit structural requirements
66
30
0
Bearing plate 300 x 200 x 35 mm for wedge disc, elongated hole 50 x 70 mm
Cleat to suit structural requirements
Steel tendon 30/11 u. 40/16
Spherical collar nut
Ball fitting Ø 90 mm
End plate with spherical recess 220 x 220 x 40 mm
Weld seam to suit structural requirements
45
Surplus length cut off
Hollow steel ten-don
Spherical collar nut
End plate 148 x 200mm with opening 70mm (custom-made)
Two wedge discs 120mm For infinite adjustment 2 x 12
300
20
Cleat to suit structural requirements
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Terms of delivery and steel grades Terms of delivery The terms of delivery and tolerances for hot-rolled steel
sheet piles are in accordance with DIN EN 10248. Cold-
rolled sheet piles are supplied in steel grade S 275 JR to
DIN EN 10249.
Excerpt from the tolerances for form and dimensions for hot-rolled sheet piling made from unalloyed steels to DIN EN 10248-2
Wall thickness U-sections t: ≤ 8.5 mm = ± 0.5 mm; > 8.5 mm = ± 6 % t s: ≤ 8.5 mm = – 0.5 mm; > 8.5 mm = – 6 % s*
Wall thickness, Z-sections t, s: ≤ 8.5 mm = ± 0.5 mm; > 8.5 mm = ± 6 % s, t and straight-web sections
Section width Single pile ± 2 %, double pile ± 3 %
Section length Lengths of sections may deviate by ±200 mm from ordered lengths
Section height, U-sections ≤ 200 mm = ± 4 mm; > 200 mm = ± 5 mm
Section height, Z-sections ≤ 200 mm = ± 5 mm; from 200 to 300 mm =
± 6 mm; > 300 mm = ± 7 mm
Weight max. ±5% margin between calculated weight (according to section tables) and measured weight of total delivery
* Positive tolerances are usually a matter for the manufacturer’s discretion. Positive tolerances can be agreed upon placing an order. In this case the following values should be used: +0.5 mm for s < 8.5 mm and +6% of s for s > 8.5 mm.
Excerpt from the tolerances for form and dimensions for cold-rolled sheet pil-ing made from unalloyed steels to DIN EN 10249-2 Wall thickness from 4.00 to 5.00 mm = ± 0.24 mm; for nominal width from 5.00 to 6.00 mm = ± 0.26 mm; up to 1,200 mm from 6.00 to 8.00 mm = ± 0.29 mm
Wall thickness from 4.00 to 5.00 mm = ± 0.26 mm; for nominal width from 5.00 to 6.00 mm = ± 0.28 mm;
1,200 to 1,500 mm from 6.00 to 8.00 mm = ± 0.30 mm
Section width Single pile ± 2 %, double pile ± 3 %
Section length Lengths of sections may deviate by ±50 mm from ordered lengths
Section height ≤ 200 mm section height ±4 mm
Weight max. ±7% margin between calculated weight (according to section tables) and measured weight of total delivery
Steel grade The steel grades used for our hot-rolled steel sheet piles
comply with DIN EN 10248-1.
Hot-rolled sheet piling sections to DIN EN 102481
Steel grade Tensile
strength Minimum
yield strength Minimum
elongation N/mm2 N/mm2 %
S 270 GP 410 270 24
S 355 GP 480 355 22
S 390 GP 490 390 20
S 430 GP 510 430 19
Steel grades for cold-rolled trench sheeting and
lightweight sections to DIN EN 102491
Steel grade Tensile
strength Minimum
yield strength Minimum
elongation
N/mm2 N/mm2 %
S 275 JR 410 275 22
Standardized steels for combined sheet piling Steel grade Standard
General structural steels EN 10025
Fine-grain structural steels EN 10113
Weathering steels EN 10155
Steels for sheet piling EN 10248
Special steels, PT series PT material standard
Special works steels with minimum yield strengths of 355 to 460 N/mm2
Further steels on request e.g. BS, NF, ASTM, JIS, CSAG, GOST, UNI
All section dimensions can be supplied to current national and international standards, also to customer specification if required. A selection can be found in the “steel grades” table.
All data and contents are without guarantee. Mistake and subject to change.
Materials Services Infrastructure
thyssenkrupp Infrastructure GmbH
Hollestraße 7a
45127 Essen, Germany
T: +49 201 844 - 562313
F: +49 201 844 - 562333
www.thyssenkrupp-infrastructure.com
Sales Branches
Australia, Indonesia, Japan, New Zealand
thyssenkrupp Infrastructure Ltd.
Suite 502, 11 Help Street
Chatswood NSW 2067, Australia
P: +61 2 8448-3555
F: +61 2 9411-4311
www.thyssenkrupp-infrastructure.com.au
Baltic States
UAB thyssenkrupp Baltija
Minijos g. 180
93269 Klaipeda, Lithuania
P: +370 46 355-401
F: +370 46 355-032
https://www.thyssenkrupp-infrastructure.ru
Brazil
thyssenkrupp Infrastructure Brasil
Av. Rio Branco 124, sl 1602
CEP 20040-001 Rio de Janeiro,
Rio de Janeiro, Brazil
P: +55 3282-5245
https://www.tk-infrastructure-br.com.br
Kazakhstan
TOO thyssenkrupp Infrastructure Kazakhstan
Republic of Kazakhstan
050008 Almaty, Prospect Abaja
109 W, BC Globus, office 1
P: +7 727 356 15 50
F: +7 727 356 15 50
www.thyssenkrupp-infrastructure.kz
Russian Federation
OOO thyssenkrupp Infrastructure
Prospekt Bolschevikov 54 B, office 211
193315 St.-Petersburg
Russian Federation
P: +7 812 337-6510
F: +7 812 337-6511
https://www.thyssenkrupp-infrastructure.ru
United Arab Emirates, Iraq
thyssenkrupp Infrastructure GmbH Abu Dhabi
c/o Royal Business Center
Al Whada City Tower, 11th St,
Hazaa Bin Zayed the First Street
Abu Dhabi, United Arab Emirates P.O. Box 127432
P: +971 2 8157-860
F: +971 2 8157-888
www.sheetpiling.ae
thyssenkrupp Infrastructure GmbH, Hollestraße 7a, 45127 Essen, Germany T: +49 201 844 - 562313, F: +49 201 844 - 562333
www.thyssenkrupp-infrastructure.com
TK
INF.
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