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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

thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook 2

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

thyssenkrupp | Materials Services | Infrastructure | Profile and anchor equipment | Technichal handbook

3

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


4

Technical data



Static moment

Moment of inertia

Radius of gyration


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


5

Technical data



Static moment

Moment of inertia

Radius of gyration



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


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


6

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


7

Corner and junction piles, SteelWall connectors. Corner and junction piles Connectors for corners and junctions for sheet piling sections with LARSSEN interlock.

Bent piles


8

SteelWall connectors for U-Sections

Traditionally Universal


9

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


10

Details: Sections

Sections

S = Single pile

D = Double pile

Technical data


Cross sec-tional area

Coating area

Static moment

Moment of in-ertia

Radius of gyration


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


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


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


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


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


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


11

Technical data



Coating area

Static moment

Moment of in-ertia

Radius of gyration


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


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


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


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


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


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


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


12

Technical data



Coating area

Static moment

Moment of in-ertia

Radius of gyration



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


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


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


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


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


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


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


13

Technical data



Coating area

Static moment

Moment of in-ertia

Radius of gyration



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


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


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


14

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.


Corner and junction piles, SteelWall connectors Corner and junction piles Connectors for corners and junctions for sheet piling sections with LARSSEN interlock.


16

SteelWall connectors for Z-Sections

Traditionally Universal


17

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


18

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


19

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


20

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


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


21

Technical data

Pipe / sheet pile wall with thyssenkrupp L603 DR intermediate piles

Pipe diame-

ter




Edge distance



Coating area

Moment of

inertia Section

modulus Moment of

inertia Section



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


22

Technical data

Pipe / sheet pile wall with thyssenkrupp Z 18-700 DB intermediate piles

Pipe diame-

ter




Edge distance



Coating area

Moment of

inertia Section

modulus Moment of

inertia Section



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


23

Technical data

Pipe / sheet pile wall with thyssenkrupp Z19-700 D intermediate piles

Pipe diame-

ter




Edge distance



Coating area

Moment of

inertia Sectino

modulus Moment of

inertia Section



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


24

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



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


25

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



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



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


26

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


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


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


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


28

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.


29

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


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


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


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).


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.


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


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


Rd kN 257 294 345 387 465 537 627 709 813 924 1,042 1,167 1,333 1,510


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


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


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


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


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


Rear plate + nut

Steel sheet pile

Waling Anchor wall

Waling connection with universal joint

Coupler

Eye tie anchor

Anchor extension

Turnbuckle

Waling bracket


36

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



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


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


Rd kN 239 274 320 361 403 469 540 616 697 813 906 1,004 1,142 1,289


Rd kN 300 344 401 453 522 607 699 798 903 1,054 1,174 1,301 1,480 1,671


Rd kN 318 366 426 481 567 660 760 867 982 1,129 1,269 1,414 1,608 1,816


Rd kN 422 484 564 636 759 877 1,020 1,156 1,320 1,495 1,680 1,877 2,138 2,415


Technical data




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


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


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


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


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


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



37

Anchor with rolled thread

Technical data



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


Rd kN 346 398 464 523 624 721 839 950 1,085 1,228 1,381 1,542 1,757 1,985


Rd kN 449 516 601 678 809 934 1,087 1,231 1,405 1,592 1,789 1,998 2,276 2,572


Rd kN 478 549 639 721 861 994 1,156 1,310 1,496 1,694 1,904 2,127 2,423 2,737


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


Technical data




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


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


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


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


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


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


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)


38

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


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



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


Technical data




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


Technical data




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



39

Technical data




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


Technical data




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



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


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.


42

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


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


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


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


Anchoring a sheet pile from the water side

Inclined twin channel-waling

Sheet pile

Steel tendon

Cement stone


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


46

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


End plate with spherical recess 220 x 220 x 40 mm

22

0

Ball fitting Ø 90 mm 45

Steel tendon 40/16


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


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


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


47

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

[email protected]

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

[email protected]

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

[email protected]

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

[email protected]

www.sheetpiling.ae

thyssenkrupp Infrastructure GmbH, Hollestraße 7a, 45127 Essen, Germany T: +49 201 844 - 562313, F: +49 201 844 - 562333

[email protected]

www.thyssenkrupp-infrastructure.com

TK

INF.

18

3.e

.1.0

,5.0

3-1

9.D

S

http://www.thyssenkrupp-infrastructure.com/

http://www.thyssenkrupp-infrastructure.com.au/

https://www.thyssenkrupp-infrastructure.ru/

https://www.tk-infrastructure-br.com.br/

http://www.thyssenkrupp-infrastructure.kz/

mailto:[email protected]

https://www.thyssenkrupp-infrastructure.ru/

http://www.sheetpiling.ae/

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