Meever & Meever • Rely On Us

RELY ON US

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Meever & Meever

Meever & Meever

We are a worldwide operating company which is specialized in producing and delivery of steel

products like; Sheet pile, Pipe pile, H-pile & Anchorage. We specialize in realizing complete

foundation projects.

Our head office Meever & Meever is located in Meerkerk, Holland. We have several stock locations

and sales offices in; Holland, Poland, Germany, Italy, Spain, UAE, Australia and the USA.

Our mission

Our main focus is to offer a total product package in the area of foundation, construction

works and pipe lines. Meever & Meever supplies directly from stock or out of production with

short delivery times.

Meever & Meever employs highly qualified people who can provide quick and dependable

support for all your questions, quotations and purchase orders.

In conjunction with several welding and constructional engineering specialists we can deliver

• Special structures and constructions

• Coating and other product adjustments

We work on long term relationships based on mutual respect and trust with our customers.

What we can offer you

• Steel piling products

• Competitive prices

• Support & Project engineering

• Short delivery times

• Several stock locations

• Flexibility & efficiency

About MeeverMEEVER USAMeever & Meever About Meever & Meever

1

Table of contents

This brochure contains imperial product specifications.

You can use the conversion table on the last page of the brochure

or visit our website for all metric properties.

Subject Page number

About Meever 1

Table of content 2

Hot rolled sheet piles Z-type

Z-type

U-type

U-type & Flat-type

3

4

5

6

Cold formed sheet piles Intro & comparison

Pan-type

Pan-type & U-type

Z-type

7

8

9

10

Pipe piles & Micro piles 11

H-piles & Beams 12

Combined wall Pipe pile & Sheet pile

H-pile & Sheet pile

13

14

Connectors 15

Anchoring 16

Services Interlock sealing

Surface treatment

Product modification

Product design and engineering

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17

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Information center Steel gradesConversion table

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18

Table of contents

2

Steel grades: EN10248-1: S270GP, S355GP, S390GP, S430GP

ASTM A572: Gr. 42, 50, 55, 60, 65, A690

Coating: ft2 coating per ft2 wall, one side.

Excluding interieur of interlocks only use for estimating.

Production: In accordance with EN10248-2 or ASTM tolerances.

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Section Sec. Mod. Mom. of In. Width Height Thickness inch Weight Weight Coating

in3/ft in4/ft inch inch flange web lb/ft lb/ft2 ft2/ft2

EZ 12 -680 22,32 131,33 26,77 11,77 0,335 0,335 45,90 20,58 1,22

EZ 13 -680 24,18 142,28 26,77 11,81 0,374 0,374 50,00 22,41 1,22

EZ14 -680 25,95 153,23 26,77 11,85 0,413 0,413 54,10 24,23 1,22

EZ 17 -630 31,06 228,49 24,80 14,72 0,335 0,335 46,91 22,69 1,35

EZ 18 -630 33,57 247,11 24,80 14,76 0,374 0,374 51,07 24,72 1,35

EZ 19 -630 36,08 265,79 24,80 14,80 0,413 0,413 55,24 26,73 1,35

EZ 20 -630 37,24 275,14 24,80 14,82 0,433 0,433 57,32 27,75 1,35

EZ 24 -630 45,38 381,86 24,80 16,89 0,445 0,433 60,35 29,18 1,41

EZ 26 -630 48,36 408,22 24,80 16,93 0,484 0,472 64,78 31,35 1,41

EZ 28 -630 51,34 434,57 24,80 16,97 0,524 0,512 69,28 33,51 1,41

EZ 32 -630 59,80 550,57 24,80 18,46 0,571 0,449 70,22 33,98 1,47

EZ 34 -630 63,24 584,00 24,80 18,50 0,610 0,488 75,00 36,27 1,47

EZ 36 -630 66,77 617,43 24,80 18,54 0,650 0,528 86,42 38,56 1,47

EZ 40 -630 74,40 713,79 24,80 19,25 0,677 0,539 84,27 40,78 1,63

EZ 42 -630 78,12 758,98 24,80 19,29 0,717 0,579 89,17 43,15 1,63

EZ 44 -630 81,93 789,71 24,80 19,33 0,756 0,618 94,08 45,53 1,63



MZ 12 -700 22,41 137,82 27,56 12,36 0,335 0,335 45,49 19,81 1,22

MZ 13 -700 24,27 149,94 27,56 12,40 0,374 0,374 49,73 21,65 1,22

MZ 14 -700 26,13 161,99 27,56 12,44 0,413 0,413 53,96 23,49 1,22

MZ 17 -700 32,18 264,48 27,56 16,54 0,335 0,335 49,12 21,39 1,33

MZ 18 -700 33,61 275,40 27,56 16,46 0,358 0,358 51,68 22,50 1,33

MZ 19 -700 34,78 287,47 27,56 16,57 0,374 0,374 53,76 23,41 1,33

MZ 20 -700 36,18 299,01 27,56 16,57 0,394 0,394 56,11 24,43 1,33

MZ 24 -700 45,20 407,49 27,56 18,07 0,441 0,441 64,31 28,00 1,38

MZ 26 -700 48,43 436,24 27,56 18,07 0,484 0,484 69,42 30,22 1,38

MZ 28 -700 51,34 464,43 27,56 18,15 0,520 0,520 73,92 32,18 1,38

MZ 36 -700 66,77 654,15 27,56 19,65 0,591 0,441 79,70 34,70 1,47

MZ 38 -700 70,59 692,33 27,56 19,69 0,630 0,480 84,94 36,98 1,47

MZ 40 -700 74,31 730,58 27,56 19,72 0,669 0,520 90,18 39,26 1,47



H 1707 32,27 265,98 27,56 16,54 0,343 0,335 49,19 21,42 1,30

H 1807 33,48 275,94 27,56 16,54 0,362 0,354 51,41 22,38 1,30

H 1907 34,69 285,90 27,56 16,54 0,382 0,374 53,56 23,33 1,30

H 2007 36,18 298,17 27,56 16,54 0,406 0,398 56,18 24,45 1,30

H 2407 45,57 386,90 27,56 17,32 0,433 0,433 64,31 28,00 1,38

H 2507 46,97 405,52 27,56 17,32 0,453 0,453 66,53 28,96 1,38

H 2607 48,36 417,56 27,56 17,32 0,472 0,472 68,75 29,94 1,38

H 2707 50,31 434,50 27,56 17,32 0,500 0,500 71,97 31,33 1,37

H 2807 51,43 444,06 27,56 17,32 0,516 0,516 73,72 32,09 1,37

H 3607 66,87 656,09 27,56 19,69 0,661 0,425 78,89 34,34 1,44

H 3707 68,73 674,52 27,56 19,69 0,685 0,449 81,72 35,57 1,44

H 3807 70,68 693,50 27,56 19,69 0,709 0,472 84,60 36,82 1,44

H 3907 73,01 715,40 27,56 19,69 0,736 0,500 87,90 38,26 1,44

H 4007 73,84 724,53 27,56 19,69 0,748 0,512 89,38 38,91 1,44

MEEVER USAMeever & Meever Hot rolled Z-type

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in³/ft in4/ft inch inch flange web lb/ft lb/ft² ft²/ft2

AZ 12 22,32 132,42 26,38 11,89 0,335 0,335 44,42 20,21 1,23

AZ 12-700 22,41 137,24 27,56 12,36 0,335 0,335 45,49 19,80 1,22

AZ 12-770 23,16 156,44 30,31 13,54 0,335 0,335 48,79 19,31 1,20

AZ 13 24,18 143,81 26,38 11,93 0,374 0,374 48,38 22,02 1,23

AZ 13-700 24,27 149,94 27,56 12,40 0,374 0,374 49,73 21,65 1,22

AZ 14 26,04 155,49 26,38 11,97 0,413 0,413 52,62 23,94 1,23

AZ 14-700 26,13 161,99 27,56 12,44 0,413 0,413 53,96 23,49 1,22

AZ 17 30,97 230,53 24,80 14,92 0,335 0,335 45,96 22,24 1,35

AZ 17-700 32,18 264,48 27,56 16,50 0,335 0,335 49,12 21,38 1,33

AZ 18 33,48 249,66 24,80 14,96 0,374 0,374 50,00 24,19 1,35

AZ 18-700 33,48 275,94 27,56 16,54 0,354 0,354 51,41 22,38 1,33

AZ 19 36,08 269,95 24,80 15,00 0,413 0,413 54,43 26,34 1,35

AZ 19-700 34,78 287,47 27,56 16,54 0,374 0,374 53,76 23,41 1,33

AZ 24-700 45,20 407,49 27,56 18,07 0,441 0,441 64,31 28,00 1,38

AZ 26 48,36 405,22 24,80 16,81 0,512 0,480 65,72 31,78 1,41

AZ 26-700 48,36 435,96 27,56 18,11 0,480 0,480 69,15 30,09 1,38

AZ 28 51,24 430,26 24,80 16,85 0,551 0,520 70,16 33,94 1,41

AZ 28-700 51,34 464,43 27,56 18,15 0,520 0,520 73,92 32,19 1,38

AZ 36-700 66,77 654,15 27,56 19,65 0,591 0,441 79,70 34,71 1,47

AZ 38-700 70,59 692,33 27,56 19,69 0,630 0,480 84,94 36,99 1,47

AZ 40-700 74,31 730,58 27,56 19,72 0,669 0,520 90,18 39,26 1,47

AZ 42-700 78,21 765,99 27,56 19,65 0,709 0,551 95,49 41,59 1,47

AZ 44-700 81,93 804,10 27,56 19,69 0,748 0,591 100,73 43,87 1,47

AZ 46-700 85,65 842,20 27,56 19,72 0,787 0,630 105,97 46,14 1,47

AZ 48 89,28 844,39 22,83 18,98 0,748 0,591 93,81 49,27 1,63

AZ 50 93,28 883,74 22,83 19,02 0,787 0,630 98,58 51,79 1,63



PZC 13 24,18 151,51 27,87 12,56 0,374 0,374 50,47 21,71 1,71

PZC 14 26,04 163,85 27,87 12,60 0,421 0,421 54,97 23,65 1,71

PZC 18 33,48 254,70 25,00 15,24 0,374 0,374 50,47 24,21 1,71

PZC 19 36,18 275,79 25,00 15,28 0,421 0,421 54,97 26,38 1,87

PZC 25 45,66 402,89 27,87 17,68 0,484 0,559 69,42 29,88 1,87

PZC 26 48,36 426,76 27,87 17,72 0,524 0,598 73,92 31,83 1,87

PZC 28 51,24 453,66 27,87 17,76 0,571 0,646 79,03 34,02 1,87

PZC 37 68,47 717,35 22,52 21,02 0,488 0,563 69,62 37,11 1,87

PZC 39 72,34 759,70 22,52 21,06 0,524 0,598 74,05 39,49 1,87

PZC 41 76,11 801,09 22,52 21,10 0,559 0,638 78,36 41,80 1,87

PZ 22 18,10 83,95 22,01 9,02 0,374 0,374 40,32 22,00 1,36

PZ 27 30,13 183,96 17,99 12,01 0,374 0,374 40,52 26,99 1,36

PZ 35 48,51 359,89 22,64 14,88 0,599 0,499 65,99 35,00 1,62

PZ 40 60,69 489,10 19,69 16,10 0,599 0,499 65,59 40,00 1,62

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ASTM A572: Gr. 42, 50, 55, 60, 65, A690




Hot rolled Z-type

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in³/ft in4/ft inch inch flange web lb/ft lb/ft2 ft2/ft2

L 600 9,49 27,92 23,62 5,91 0,374 0,374 37,90 19,25 1,13

L 600 K 10,04 29,57 23,62 5,91 0,394 0,394 39,92 20,28 1,13

L 601 13,86 84,10 23,62 12,20 0,295 0,252 31,45 15,97 1,23

L 602 15,44 93,95 23,62 12,20 0,323 0,315 35,88 18,23 1,23

L 603 22,32 135,78 23,62 12,20 0,382 0,323 43,55 22,12 1,30

L 603 K 23,06 140,31 23,62 12,20 0,394 0,354 45,76 23,24 1,30

L 603 10/10 23,44 142,57 23,62 12,20 0,394 0,394 46,77 23,76 1,30

L 604 n 29,76 221,92 23,62 14,96 0,394 0,354 49,59 25,19 1,41

L 605 37,57 309,67 23,62 16,54 0,492 0,354 56,11 28,51 1,45

L 605 K 37,76 311,20 23,62 16,54 0,480 0,394 58,26 29,59 1,45

L 606 n 46,50 396,94 23,62 17,13 0,567 0,362 63,30 32,15 1,46

L 628 51,71 462,67 23,62 17,95 0,642 0,386 66,73 33,89 1,52

L 607 n 59,52 527,94 23,62 17,80 0,748 0,417 76,61 38,91 1,47

L 703 22,51 176,66 27,56 15,75 0,374 0,315 45,36 19,74 1,26

L 703 K 24,18 189,44 27,56 15,75 0,394 0,354 48,45 21,09 1,26

L 703 10/10 24,92 195,64 27,56 15,75 0,394 0,394 50,80 22,12 1,26

L 716 29,76 256,96 27,56 17,32 0,402 0,374 54,10 23,55 1,34

L 720 37,20 328,50 29,53 17,72 0,472 0,394 64,78 26,32 1,33

L 430 119,97 1.765,14 27,87 29,53 0,472 0,472 55,78 48,03 1,98



VL 601 13,84 83,92 23,62 12,20 0,295 0,252 31,11 15,81 1,23

VL 602 A 14,99 91,24 23,62 12,20 0,315 0,287 34,47 17,51 1,23

VL 602 15,66 95,24 23,62 12,20 0,331 0,299 36,49 18,23 1,23

VL 603 A 21,17 132,90 23,62 12,60 0,354 0,315 41,33 20,99 1,30

VL 603 22,32 140,15 23,62 12,60 0,378 0,323 43,14 21,91 1,30

VL 603 K 23,08 144,93 23,62 12,60 0,386 0,354 45,56 23,14 1,30

VL 603 10/10 24,18 152,79 23,62 12,68 0,394 0,394 48,45 24,62 1,30

VL 604 30,09 230,30 23,62 15,35 0,394 0,354 49,12 24,94 1,41

VL 605 A 33,87 279,17 23,62 16,54 0,421 0,354 51,41 26,11 1,45

VL 605 37,59 309,76 23,62 16,54 0,484 0,362 55,17 28,02 1,45

VL 605 K 38,46 317,08 23,62 16,54 0,488 0,394 57,59 29,25 1,45

VL 606 A 41,01 346,03 23,62 16,93 0,528 0,354 57,39 29,14 1,46

VL 606 46,54 392,63 23,62 16,93 0,622 0,366 63,10 32,05 1,46

M 22 40,92 288,35 19,69 14,37 0,583 0,374 49,73 37,89 1,40

M 32 59,63 561,69 19,69 18,90 0,827 0,472 70,29 42,84 1,65

SP II-W 18,60 94,90 23,62 10,24 0,406 0,406 41,53 21,09 1,23

SP III-W 33,48 236,52 23,62 14,17 0,528 0,528 54,84 27,85 1,30

SP-IV-W 50,22 413,91 23,62 16,54 0,709 0,709 90,92 36,25 1,41

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ASTM A572: Gr. 42, 50, 55, 60, 65, A690




MEEVER USAMeever & Meever Hot rolled U-type

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EU 6 12,18 70,37 23,62 12,15 0,236 0,236 28,43 14,44 1,26

EU 7 13,76 83,99 23,62 12,24 0,283 0,272 31,99 16,24 1,26

EU 8 L 15,01 92,02 23,62 12,30 0,311 0,291 34,07 17,31 1,26

EU 8 15,53 95,48 23,62 12,32 0,323 0,299 34,94 17,76 1,26

EU 12 A 21,24 141,33 23,62 13,35 0,354 0,276 41,60 21,11 1,31

EU 12 22,32 148,92 23,62 13,39 0,374 0,323 43,08 21,87 1,31

EU 12 K 23,18 155,02 23,62 13,42 0,390 0,331 44,22 22,47 1,31

EU 16 A 29,09 233,67 23,62 16,11 0,406 0,339 47,31 24,02 1,41

EU 16 30,13 242,47 23,62 16,14 0,390 0,331 48,52 24,64 1,41

EU 18 33,70 282,58 23,62 16,82 0,429 0,331 50,74 25,76 1,43

EU 20 37,57 317,04 23,62 16,93 0,484 0,354 54,84 27,85 1,43

EU 25 46,50 401,50 23,62 17,32 0,602 0,374 62,90 31,95 1,46

EU 32 59,52 529,18 23,62 17,83 0,768 0,425 76,41 38,81 1,47


in3/ft in/4/ft inch inch flange web lb/ft lb/ft2 ft2/ft2

FSP 9,5 0,86 1,23 19,69 3,46 0,374 0,374 42,87 26,21 1,09

FSP 11,0 0,91 1,36 19,69 3,46 0,433 0,433 47,44 28,88 1,09

FSP 12,0 0,95 1,43 19,69 3,46 0,472 0,472 49,93 30,52 1,09

FSP 12.5 0,95 1,47 19,69 3,46 0,492 0,492 51,27 31,33 1,09

FSP 12,7 0,95 1,49 19,69 3,46 0,500 0,500 51,81 31,54 1,09

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U 7N 13,80 83,92 23,62 12,17 0,295 0,256 31,38 15,93 1,23

U 8S 15,72 95,45 23,62 12,17 0,323 0,315 36,49 18,53 1,23

U 12 21,95 133,23 23,62 12,17 0,382 0,331 43,55 22,12 1,30

U 16 30,13 224,30 23,62 14,96 0,413 0,354 49,80 25,29 1,41

U 17 31,06 262,44 23,62 16,93 0,402 0,331 48,79 24,78 1,

U 20 37,31 300,23 23,62 16,14 0,504 0,354 55,37 28,12 1,45

U 21 38,32 338,57 23,62 17,72 0,437 0,354 55,04 27,96 1,45

U 22 40,92 337,38 23,62 16,54 0,551 0,354 57,93 29,43 1,45

U 28 52,82 470,56 23,62 17,87 0,598 0,398 68,41 34,75 1,52

U 32 59,52 527,94 23,62 17,80 0,768 0,433 76,68 38,95 1,47

LU 16 29,76 239,81 29,53 16,18 0,453 0,366 57,99 23,57 1,27

LU 20 37,20 324,41 29,53 17,48 0,472 0,394 65,12 26,46 1,33

LU 25 46,50 410,55 29,53 17,72 0,571 0,402 74,19 30,15 1,36

Flat-type

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ASTM A572: Gr. 42, 50, 55, 60, 65, A690




Hot rolled U-type & Flat-type

6

Cold formed sheet piles are designed and produced according to the customers specific demands. The dimensions,

weight and technical specifications of these sheet piles can match the exact specifications which are required in

the building- and project plans.

We have cold formed sheet piles as Pan-type-, U-type- and Z-type in our delivery program. They are suitable

in various constructions in thicknesses from 0,157 inch (light) up to 0,610 inch (heavy) in lengths up to 78 ft. or

longer on request.

Advantages:

• Less material = lower weight lb/ft²

• Larger effective width = fewer interlock seals

• Less sheet piles per wall ft = Less handling

The IBO sheet piles are an European product. Some examples of our IBO sections are mentioned on the next

page and the designs can be changed and optimized acc. to your specific requirements. We reach the required

section modules (in3/ft) and moment of inertia (in3/ft) with less weight (lb/ft²). On small and big projects this will

result in saving weight and money.

Below we show comparisons between hot rolled sheet piles and our IBO cold formed sheet piles in various

thicknesses. All of them have equal or higher section modules and moment of inertia.

Example Sheet pile** Meever Pan-type Weight advantage

0,197 inchIBO - 16,20

Section modules 16,20 in³/ft-30,0%

Larssen 601 (U-type)

Section modules 13,86 in³/ft0,236 inch

IBO - 14,36


0,276 inchIBO - 15,49


0,236 inchIBO - 18,10


PZ 22 (Z-Type)


IBO - 17,39


0,315 inchIBO - 18,19


0,236 inchIBO - 23,16


AZ 12-700 (Z-type)


IBO - 23,62


0,315 inchIBO - 22,64


0,315 inchIBO - 29,89


PZ 27 (Z-type)

Section modules 30,13 in³/ft

0,315 inchIBO - 32,05


PZC 18 (Z-type)


IBO - 33,57


• Suitable for smaller quantities

• Short delivery times

• Alternative to tropical hardwood or vinyl sheet piles

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MEEVER USAMeever & Meever Cold formed sheet piles

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IBO - 3,33 3,33 6,05 31,57 3,54 0,197 0,197 26,88 10,22 1,12

IBO - 3,65 3,65 8,11 41,10 4,33 0,157 0,157 26,88 7,86 1,10

IBO - 3,89 3,89 35,99 46,06 9,61 0,157 0,157 32,26 8,40 1,20

IBO - 4,97 4,97 11,69 49,41 4,72 0,197 0,197 33,60 9,79 1,12

IBO - 7,72 7,72 25,09 48,82 6,50 0,236 0,236 48,38 11,90 1,13

IBO - 7,91 7,91 30,73 45,67 7,13 0,236 0,236 48,38 12,72 1,18

IBO - 7,94 7,94 24,93 46,69 5,91 0,276 0,276 56,45 14,52 1,12

IBO - 8,05 8,05 28,53 59,84 6,89 0,236 0,236 58,06 11,63 1,14

IBO - 8,07 8,07 41,24 65,39 9,84 0,157 0,157 43,01 7,91 1,14

IBO - 8,54 8,54 33,84 65,55 7,87 0,197 0,197 53,76 9,83 1,15

IBO - 8,57 8,57 35,08 58,11 8,07 0,197 0,197 48,38 9,99 1,15

IBO - 9,22 9,22 44,85 45,87 9,65 0,197 0,197 40,32 10,55 1,20

IBO - 9,23 9,23 51,57 65,79 8,86 0,276 0,276 75,26 13,72 1,14

IBO - 9,63 9,63 51,36 65,00 10,04 0,197 0,197 53,76 9,87 1,15

IBO - 10,06 10,06 43,98 59,45 8,66 0,236 0,236 58,06 11,71 1,13

IBO - 10,79 10,79 39,95 63,50 6,89 0,315 0,315 86,02 16,26 1,18

IBO - 11,29 11,29 57,60 58,07 10,04 0,236 0,236 58,06 12,00 1,15

IBO - 11,51 11,51 79,76 60,63 13,78 0,157 0,157 43,01 8,52 1,23

IBO - 11,53 11,53 68,23 64,68 11,81 0,197 0,197 53,76 9,97 1,16

IBO - 12,18 12,18 41,78 56,50 6,50 0,394 0,394 96,77 20,54 1,18

IBO - 12,61 12,61 4,95 61,10 12,80 0,197 0,197 53,76 10,55 1,22

IBO - 12,69 12,69 65,50 57,01 10,31 0,276 0,276 67,74 14,25 1,17

IBO - 12,82 12,82 69,63 56,81 10,83 0,236 0,236 58,06 12,27 1,18

IBO - 13,58 13,58 86,83 60,98 11,81 0,236 0,236 64,51 12,70 1,23

IBO - 13,63 13,63 71,08 63,98 10,24 0,276 0,276 75,26 14,11 1,17

IBO - 13,65 13,65 49,51 63,78 7,28 0,354 0,354 96,77 18,21 1,17

IBO - 14,36 14,36 95,24 54,13 12,60 0,236 0,236 58,06 12,86 1,24

IBO - 14,69 14,69 90,98 61,02 11,81 0,236 0,236 64,51 12,68 1,23

IBO - 15,29 15,29 109,12 50,43 13,19 0,236 0,236 58,06 13,80 1,33

IBO - 15,49 15,49 87,42 62,99 11,02 0,276 0,276 75,26 14,34 1,19

IBO - 15,77 15,77 96,98 62,99 11,42 0,315 0,315 86,02 16,38 1,19

IBO - 16,20 16,20 130,96 57,72 16,14 0,197 0,197 53,76 11,18 1,30

IBO - 16,33 16,33 95,02 54,13 11,42 0,315 0,315 77,41 17,16 1,24

Lig

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IBO - 26,84 26,84 207,39 55,94 14,96 0,354 0,354 96,77 20,75 1,34

IBO - 29,89 29,89 250,49 53,43 16,73 0,315 0,315 86,02 19,31 1,40

IBO - 31,04 31,04 230,53 34,88 14,41 0,394 0,394 80,64 27,77 1,58

IBO - 32,05 32,05 266,51 52,95 16,65 0,354 0,354 96,77 21,93 1,41

IBO - 33,57 33,57 297,63 50,31 17,72 0,315 0,315 86,02 20,52 1,49

IBO - 35,75 35,75 301,77 51,30 16,93 0,354 0,354 96,77 22,63 1,46

IBO - 39,56 39,56 388,02 47,91 19,69 0,354 0,354 96,77 24,23 1,56

IBO - 52,92 52,92 599,80 41,34 21,65 0,394 0,394 107,52 31,21 1,81

IBO - 17,26 17,26 100,43 61,73 11,42 0,315 0,315 86,02 16,71 1,21

IBO - 17,39 17,39 107,55 59,06 11,81 0,276 0,276 75,26 15,30 1,27

IBO - 18,10 18,10 129,32 58,82 14,17 0,236 0,236 64,51 13,17 1,27

IBO - 18,19 18,19 116,82 51,73 11,81 0,315 0,315 77,41 17,96 1,29

IBO - 20,27 20,27 137,97 60,63 13,58 0,315 0,315 86,02 17,02 1,23

IBO - 22,64 22,64 144,64 58,62 12,80 0,315 0,315 86,02 17,61 1,28

IBO - 23,16 23,16 193,26 53,31 16,73 0,236 0,236 64,51 14,52 1,40

IBO - 23,25 23,25 163,54 55,63 13,19 0,315 0,315 86,02 18,55 1,34

IBO - 23,45 23,45 180,92 57,05 10,16 0,354 0,354 96,77 20,36 1,31

IBO - 23,62 23,62 185,86 55,12 15,75 0,276 0,276 75,26 16,38 1,36

IBO - 25,09 25,09 233,67 51,50 17,17 0,276 0,276 75,26 17,55 1,45

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Cold formed Pan-type

8



SKL 9 2,55 4,50 21,65 3,54 0,157 0,157 15,52 8,60 1,17

SKL 10 2,88 5,09 21,65 3,54 0,177 0,177 17,40 9,63 1,17

SKL 12 3,53 6,22 21,65 3,54 0,217 0,217 21,10 11,67 1,17

SKS 11 6,34 18,67 21,65 5,91 0,197 0,197 25,69 11,26 1,28

SKS 13 6,98 20,48 21,65 5,91 0,217 0,217 28,22 12,29 1,28

SKS 14 8,05 23,78 21,65 5,91 0,250 0,250 32,58 14,19 1,28

SKS 16 8,89 26,25 21,65 5,91 0,276 0,276 35,61 15,57 1,28

h

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MU-9,49 9,49 27,92 23,62 5,91 0,374 0,374 37,90 19,25 1,07

MU-11,90 11,90 65,41 23,62 11,02 0,236 0,236 28,36 14,40 1,30

MU-13,86 13,86 92,45 23,62 13,39 0,236 0,236 31,05 15,77 1,44

MU-15,35 15,35 97,86 23,62 12,80 0,276 0,276 34,81 17,68 1,38

MU-17,58 17,58 110,38 29,53 12,60 0,276 0,276 40,25 16,36 1,29

MU-22,51 22,51 194,33 27,56 17,32 0,295 0,295 45,43 19,78 1,47

MU-24,18 24,18 208,78 27,56 17,32 0,315 0,315 48,45 21,09 1,47



MO-5,34 5,34 17,53 35,63 6,69 0,157 0,157 25,33 8,42 1,19

MO-6,10 6,10 17,64 27,56 5,79 0,197 0,197 25,94 11,30 1,24

MO-7,29 7,29 21,24 27,56 5,83 0,236 0,236 31,05 13,52 1,23

MO-8,31 8,31 24,71 27,56 5,87 0,276 0,276 35,75 15,56 1,21

MO-9,45 9,45 28,27 27,56 5,91 0,315 0,315 41,40 18,02 1,23

MO-11,38 11,38 56,77 36,26 10,00 0,236 0,236 39,85 13,19 1,23

MO-16,59 16,59 104,84 27,56 12,60 0,217 0,217 35,55 15,48 1,57

Inte

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Steel grades: EN 10249-1: S235GP, S355GP, S390GP

ASTM A572: Gr. 42, 50, 55, 60



Production: In accordance with EN 10249-2 or ASTM tolerances.

U-type

MEEVER USAMeever & Meever Cold formed Pan-type & U-type

9



SCZ 14 14,36 71,82 28,50 10,00 0,250 0,250 33,81 14,23 1,28

SCZ 16 15,75 78,73 28,50 10,00 0,276 0,276 37,37 15,73 1,28

SCZ 17N 16,87 84,35 28,50 10,00 0,295 0,295 40,03 16,86 1,28

SCZ 18N 18,10 90,48 28,50 10,00 0,317 0,317 42,94 18,08 1,28

SCZ 21N 21,43 107,13 28,50 10,00 0,375 0,375 50,84 21,41 1,28

SKZ 20 31,69 253,51 28,50 16,00 0,315 0,315 48,24 20,31 1,60

SKZ 22 33,43 267,40 28,50 16,00 0,335 0,335 51,30 21,60 1,60

SKZ 23 35,61 284,90 28,50 16,00 0,354 0,354 54,20 22,82 1,60

SKZ 24 37,73 301,80 28,50 16,00 0,375 0,375 57,43 24,18 1,60

SKZ 25 40,14 321,12 28,50 16,00 0,399 0,399 61,10 25,73 1,60

SKZ 31 51,56 464,05 28,50 18,00 0,450 0,450 73,82 31,08 1,70

SKZ 33 54,89 494,03 28,50 18,00 0,475 0,475 77,64 32,69 1,70

SKZ 34 57,62 518,62 28,50 18,00 0,500 0,500 81,42 34,28 1,70

SKZ 36 60,71 546,43 28,50 18,00 0,535 0,535 86,81 36,55 1,70

SKZ 38 62,32 560,85 28,50 18,00 0,550 0,550 88,95 37,45 1,70



IBZ 5-850 9,43 50,33 33,46 11,02 0,197 0,197 27,62 9,91 1,09

IBZ 4-750 9,50 47,71 29,53 9,61 0,157 0,157 25,13 10,22 1,43

IBZ 5-725 11,51 67,28 28,54 11,81 0,197 0,197 25,33 10,65 1,16

IBZ 6-800 11,87 69,39 31,50 11,81 0,236 0,236 32,59 12,70 1,14

IBZ 5-850 12,20 81,47 33,46 13,39 0,197 0,197 28,76 10,32 1,14

IBZ 6-850 13,28 87,85 33,46 13,39 0,236 0,236 34,47 12,41 1,14

IBZ 6-725 13,58 78,31 28,54 11,81 0,236 0,236 30,24 12,37 1,16

IBZ 7-725 15,74 84,24 28,54 10,67 0,276 0,276 34,94 14,68 1,14

IBZ 5-850 16,09 139,09 33,46 17,32 0,197 0,197 30,17 10,81 1,20

IBZ 5-700 18,28 125,62 27,56 13,78 0,197 0,197 28,22 12,29 1,36

IBZ 5-625 18,25 148,69 24,61 16,54 0,197 0,197 26,61 12,02 1,42

IBZ 6-700 21,80 150,15 27,56 13,82 0,236 0,236 30,71 13,37 1,22

IBZ 9-850 22,39 153,84 33,46 13,78 0,354 0,354 53,63 19,23 1,19

IBZ 7-850 22,41 179,95 33,46 16,54 0,276 0,276 43,01 15,42 1,23

IBZ 8-850 22,45 167,45 33,46 14,96 0,315 0,315 47,98 17,20 1,19

IBZ 7-800 22,79 187,43 31,50 16,54 0,276 0,276 41,53 15,83 1,25

IBZ 9-800 23,32 160,32 31,50 13,78 0,354 0,354 51,68 19,66 1,21

IBZ 8-850 23,81 164,97 33,46 13,90 0,315 0,315 50,27 18,02 1,26

IBZ 6-700 24,72 260,63 27,56 18,90 0,236 0,236 33,60 14,54 1,35

IBZ 7-725 25,50 219,78 28,54 17,32 0,276 0,276 39,98 16,79 1,33

IBZ 9-725 25,71 182,33 28,54 14,17 0,354 0,354 49,26 20,71 1,27

IBZ 8-725 25,87 203,08 28,54 15,75 0,315 0,315 44,69 18,66 1,30

IBZ 7-700 29,11 273,55 27,56 18,90 0,276 0,276 41,13 17,90 1,42

IBZ 8-700 29,35 270,95 27,56 18,50 0,315 0,315 48,99 20,21 1,48

IBZ 8-700 30,89 253,35 27,56 16,46 0,315 0,315 46,44 18,78 1,40

IBZ 9-700 33,48 278,57 27,56 16,93 0,354 0,354 50,87 22,12 1,36

IBZ 10-850 37,20 342,09 33,46 18,50 0,394 0,394 64,51 23,12 1,29

IBZ 10-800 45,57 470,10 31,50 20,87 0,394 0,394 65,18 24,84 1,39

IBZ 10-725 52,08 554,54 28,54 21,65 0,394 0,394 63,77 26,81 1,50

IBZ 11-700 53,03 469,80 27,56 17,76 0,453 0,453 72,44 31,54 1,53

IBZ 10-700 56,73 645,67 27,56 22,83 0,394 0,394 64,51 28,08 1,57

IBZ 48-580 89,47 1.000,72 22,83 22,44 0,610 0,610 93,81 49,30 1,77

Lig

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Cold formed Z-type

10

Outside Diameter Thickness Section modules Moment of inertia Weight Surface Area

inch inch inch3/ft inch4/ft lbs/ft ft2/ft

10,750 0,219 5,69 30,50 24,65 2,81

14,000 0,250 11,12 77,57 36,75 3,66

16,000 0,375 21,43 170,87 62,64 4,19

18,000 0,438 31,56 283,25 82,23 4,71

20,000 0,500 44,40 442,66 104,23 5,23

24,000 0,500 64,75 774,62 125,61 6,28

30,400 0,500 105,24 1594,22 159,82 7,95

30,400 0,625 129,88 1967,61 198,93 7,75

36,000 0,625 183,99 3301,36 236,35 9,42

36,000 0,750 218,55 3921,50 282,62 9,42

40,200 0,750 274,26 5495,07 316,29 10,52

40,200 0,900 325,43 6520,20 378,11 10,52

Pipe Weight Calculation

LB / FT = (OD-WT) * WT (*10,69)

Outside Diameter Thickness Section modules

Moment of inertia

Weight Area of Casing

Surface

inch inch inch3/ft inch4/ft lbs/ft inch2 ft2/ft

5,500 0,415 7,84 21,57 22,56 6,63 1,44

5,500 0,500 9,01 24,79 26,73 7,85 1,44

7,000 0,408 13,16 46,07 28,75 8,45 1,83

7,000 0,453 14,33 50,16 31,70 9,32 1,83

7,625 0,430 16,56 63,12 33,07 9,72 2,00

7,625 0,500 18,72 71,37 38,08 11,19 2,00

9,625 0,545 33,41 160,8 52,90 15,55 2,52

10,750 0,500 39,43 211,95 54,79 16,1 2,81

11,875 0,582 55,59 330,04 70,26 20,65 3,11

13,375 0,480 60,52 404,73 66,17 19,45 3,50

Pipe piles

Micro piles (treaded casings)

Pipe piles are applied in various constructions. Some examples: they can be used as foundation

piles to support bridges, buildings or other structures onshore and offshore, as a pipe line to

transport fluids in or as pipe anchor. We can deliver in various thicknesses, diameters and steel

grades. On request we apply coating, weld on interlocks (for combined walls) or modify the pipes

to your specific requirements.

Micro piles are treaded small diameter pipe piles. They are also known as treaded casings

or mini piles. Because of the short length and the treading they are suitable for foundation

constructions with limited access. Micro piles can also be installed by drilling them into the

ground instead of vibrating to protect surrounding structures. With a drill bit connected on

the end of a micro pile they also used for anchoring purposes: as a casing to install GTB bar

anchors or as Screw injection pile with a drill head at the top that enables adding grout cement.

Below you can find some examples of the available micro piles.

MEEVER USAMeever & Meever Pipe piles & Micro piles

11

Section Depth(d)

Width (w)

Thickness Thickness Weight Sec. Mod. in3/ft

Mom. Of In. in4/ft

Coating

inch flange/in web/in flange/in lb/ft x-x y-y x-x y-y ft²/ft

HP 8*36 8,020 8,155 0,445 0,445 36,0 29,8 9,88 119,00 40,3 3,89

HP 10*42 9,700 10,075 0,415 0,420 42,0 43,4 14,20 210,00 71,7 4,82

HP 10*57 9,990 10,225 0,565 0,565 57,0 58,8 19,70 294,00 101,0 4,89

HP 12*53 11,780 12,045 0,435 0,435 53,0 66,8 21,10 393,00 127,0 5,81

HP 12*63 11,940 12,125 0,515 0,515 63,0 79,1 25,30 472,00 153,0 5,85

HP 12*74 12,130 12,215 0,605 0,610 74,0 93,8 30,40 569,00 186,0 5,89

HP 12*84 12,280 12,295 0,685 0,685 84,0 106,0 34,60 650,00 213,0 5,93

HP 14*73 13,610 14,585 0,505 0,505 73,0 107,0 35,80 729,00 261,0 6,95

HP 14*89 13,830 14,695 0,615 0,615 89,0 131,0 44,30 904,00 326,0 7,00

HP 14*102 14,010 14,785 0,705 0,705 102,0 150,0 51,40 1050,00 380,0 7,05

HP 14*117 14,210 14,885 0,805 0,805 117,0 172,0 59,50 1220,00 443,0 7,10

HP 16*121 15,800 15,900 0,750 0,750 121,0 201,0 63,40 1590,00 504,0 7,62

HP 16*183 16,500 16,300 1,000 1,000 183,0 304,0 100,00 2510,00 818,0 7,81

HP 18*157 17,700 17,900 0,870 0,870 157,0 290,0 93,10 2570,00 833,0 8,60

d

tf

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Y

Y

wf

tw

Because of the mechanical properties H-piles often are driven in the ground for deep foundation

applications or in the construction of buildings and bridges. H-piles can also be used in combination with

sheet piles to achieve a much more stiffness and bending resistance in retaining walls and structures.

H-piles & Beams

12

Combined Wall with pipes and

Larssen U-section Connector L8

Combined wall with pipes and

Z-Section with Connector LPB 100

For more stiffness and bending resistance pipe piles and sheet piles are used in conjunction with each

other. Pipes piles get interlocks welded on 2 sides to connect with the sheet piles which are placed in

between the pipe piles. Below some optional combinations with pipes and sheet piles. Other combinations

are also available.

Combination Pipe Ø Pipe thickness Sheet pile Sec. Mod. Mom. of In. Width ** Weight lb/ft²

example * inch inch double in3/ft in4/ft inch 100% 80% 60%

P 24 / EZ 14 24 0,475 EZ 14 -680 39 465 80 34,9 31,5 28,1

P 30 / EZ 14 30 0,550 EZ 14 -680 58 862 86 40,0 36,8 33,7

P 36 / EZ 14 36 0,630 EZ 14 -680 84 1.508 92 45,8 42,9 39,9

P 42 / EZ 14 42 0,700 EZ 14 -680 117 2.446 98 51,7 48,9 46,2

P 24 / EZ 18 24 0,475 EZ 18 -630 45 542 76 35,8 32,4 29,0

P 30 / EZ 18 30 0,550 EZ 18 -630 64 953 82 41,0 37,9 34,8

P 36 / EZ 18 36 0,630 EZ 18 -630 90 1.621 88 47,0 44,1 41,2

P 42 / EZ 18 42 0,700 EZ 18 -630 124 2.591 94 53,1 50,4 47,6

P 24 / EZ 26 24 0,475 EZ 26 -630 54 647 76 40,1 35,8 31,6

P 30 / EZ 26 30 0,550 EZ 26 -630 70 1.050 82 45,0 41,1 37,2

P 36 / EZ 26 36 0,630 EZ 26 -630 95 1.711 88 50,8 47,1 43,4

P 42 / EZ 26 42 0,700 EZ 26 -630 128 2.676 94 56,6 53,2 49,7

P 30 / EZ 36 30 0,550 EZ 36 -630 79 1.176 82 49,4 44,6 39,8

P 36 / EZ 36 36 0,630 EZ 36 -630 102 1.829 88 54,8 50,3 45,9

P 42 / EZ 36 42 0,700 EZ 36 -630 133 2.786 94 60,4 56,2 52,0

P 48 / EZ 36 48 0,800 EZ 36 -630 178 4.254 100 68,1 64,1 60,2

** % of sheet pile length to pipe length

Combination Pipe Ø Pipe thickness Sheet pile Sec. Mod. Mom. of In. Width ** Weight lb/ft²

example * inch inch triple in3/ft in4/ft inch 100% 80% 60%

P 24 / L 603 24 0,312 L 603 33 390 98 31,5 28,1 24,8

P 30 / L 603 30 0,375 L 603 48 722 104 35,9 32,8 29,6

P 36 / L 603 36 0,500 L 603 71 1.273 110 41,0 38,1 35,1

P 42 / L 603 42 0,625 L 603 99 2.083 116 46,3 43,5 40,7

P 24 / L 605 24 0,375 L 605 42 506 98 36,1 31,8 27,6

P 30 / L 605 30 0,380 L 605 56 835 104 40,3 36,2 32,2

P 36 / L 605 36 0,500 L 605 77 1.379 110 45,2 41,3 37,5

P 42 / L 605 42 0,750 L 605 104 2.184 116 50,2 46,6 43,0

P 30 / L 607n 30 0,438 L 607n 65 970 104 47,4 42,0 36,5

P 36 / L 607n 36 0,500 L 607n 84 1.508 110 51,9 46,7 41,6

P 42 / L 607n 42 0,625 L 607n 110 2.306 116 56,6 51,7 46,8

P 48 / L 607n 48 0,800 L 607n 148 3.540 122 63,1 58,5 53,8

% of sheet pile length to pipe length

MEEVER USAMeever & Meever Combined wall: Pipe pile & Sheet pile

13

Connector LPB 180

H-piles are also used in conjunction with sheet piles to achieve more stiffness and bending resistance.

H-piles piles get interlocks welded on 2 sides of the flange to connect with the sheet piles. Below some

optional combinations with H-piles and sheet piles. Other combinations are also available.

Combination H-pile Sheet pile Sec. Mod. Mom. of In. Width Weight lb/ft²

example * double in³/ft in/4/ft inch 100% 80% 60%

H-EZ14 36x135 W 36 x 12 x 135 EZ 14-680 80,91 1.729,74 69,05 35,48 31,04 26,60

H-EZ14 40x167 W 40 x 12 x 167 EZ 14-680 108,31 2.442,00 68,90 38,85 34,40 29,95

H-EZ14 40x277 W 40 x 16 x 277 EZ 14-680 179,12 4.030,27 72,91 41,51 37,31 33,10

H-EZ14 40x372 W 40 x 16 x 372 EZ 14-680 237,73 531,03 73,15 49,34 45,15 40,96

H-EZ18 36x135 W 36 x 12 x 135 EZ 18 -630 88,70 1.896,57 65,12 36,51 32,02 27,54

H-EZ18 40x167 W 40 x 12 x 167 EZ 18 -630 117,65 2.652,40 64,96 40,09 35,59 31,09

H-EZ18 40x277 W 40 x 16 x 277 EZ 18 -630 191,95 4.319,08 68,98 42,83 38,59 34,36

H-EZ18 40x372 W 40 x 16 x 372 EZ 18 -630 253,89 5.670,21 69,21 51,09 46,87 42,65

H-EZ26 36x135 W 36 x 12 x 135 EZ 26 -630 94,45 2.019,30 65,12 41,56 36,07 30,57

H-EZ26 40x167 W 40 x 12 x 167 EZ 26 -630 123,09 2.775,43 64,96 45,15 39,64 34,14

H-EZ26 40x277 W 40 x 16 x 277 EZ 26 -630 197,10 4.434,95 68,98 47,60 42,41 37,22

H-EZ26 40x372 W 40 x 16 x 372 EZ 26 -630 259,06 5.785,68 69,21 55,85 50,68 45,51

H-EZ36 36x136 W 36 x 12 x 135 EZ 36 -630 101,89 2.178,68 65,12 49,53 42,44 35,35

H-EZ36 40x167 W 40 x 12 x 167 EZ 36 -630 130,18 2.935,20 64,96 53,14 46,03 38,93

H-EZ36 40x277 W 40 x 16 x 277 EZ 36 -630 203,80 4.585,41 68,98 55,12 48,43 41,74

H-EZ36 40x372 W 40 x 16 x 372 EZ 36 -630 265,78 5.935,63 69,21 63,35 56,68 50,01

% of sheet pile length to H-pile length

Connector LPB 180

Combination H-pile Sheet pile Sec. Mod. Mom. of In. Width Weight lb/ft²

example * triple in³/ft in/4/ft inch 100% 80% 60%

H-U603 36x135 W 36 x 12 x 135 VL 603 65,19 1.394,11 86,38 31,31 27,17 23,03

H-U603 40x167 W 40 x 12 x 167 VL 603 87,05 1.962,66 86,22 34,00 29,85 25,70

H-U603 40x277 W 40 x 16 x 277 VL 603 145,21 3.267,36 90,24 36,36 32,40 28,44

H-U603 40x372 W 40 x 16 x 372 VL 603 192,70 4.303,74 90,47 42,70 38,75 34,80

H-U605 36x135 W 36 x 12 x 135 VL 605 71,20 1.522,47 86,38 36,73 31,50 26,28

H-U605 40x167 W 40 x 12 x 167 VL 605 92,74 2.091,25 86,22 39,63 34,19 28,96

H-U605 40x277 W 40 x 16 x 277 VL 605 150,68 3.390,23 90,24 41,55 36,55 31,55

H-U605 40x372 W 40 x 16 x 372 VL 605 198,18 4.426,28 90,47 47,87 42,89 37,90

H-U607 36x135 W 36 x 12 x 135 L 607n 78,81 1.685,13 86,38 45,21 38,29 31,37

H-U607 40x167 W 40 x 12 x 167 L 607n 99,98 2.254,22 86,22 47,92 40,99 34,06

H-U607 40x277 W 40 x 16 x 277 L 607n 157,60 3.545,94 90,24 49,67 43,04 36,42

H-U607 40x372 W 40 x 16 x 372 L 607n 205,14 4.581,59 90,47 55,98 49,37 42,76

% of sheet pile length to H-pile length

Combined wall: H-Pile & Sheet pile

14

For almost every corner connection we have a solution to fit your needs. Meever is always happy to advise on

tailor-made solutions and/or connections between different types of sheet piling sections. If you don’t have the

time or ability to weld the corner sections to your piles yourself, why not leave that to us?

~ 25

~ 2

5

SteelWall ISH GmbHTassilostr. 2182166 Gräfelfing / Germany

Tel.: +49-89-74 120 122Fax: +49-89-74 120 128Email: [email protected]

LV-Omega

LV-Omega

~ 38 mm~ 1.5”

~120 mm~ 4.72”

steelwall.euStand / Issue date: 29. Nov. 2013 · © Copyright by SteelWall ISH GmbH

Alle Zahlenangaben sind Zirka-Werte und können abweichen. Technische Änderungen sind vorbehalten. STEELWALL-Profile werden in nach DIN EN ISO 9001 zertifizierten Produktionsstätten hergestellt. STEELWALL-Profile entsprechen i.d.R. der EN 10248/10249 und der Bauregelliste A, Teil 1.

All figures are approximations and may vary. STEELWALL connectors are subject to technical modifications. STEELWALL connectors are produced at DIN EN ISO 9001 certified production companies. STEELWALL connectors correspond to eurocode 10248/10249 as a rule.

Schlossprofil LV-Omega

AnwendungenErstellen von Omega-Eckverbindungen mit Larssen U- oder Z-Bohlen (AZ, Hoesch)Erstellen von Jagged U-Walls mit Larssen U-Bohlen

EigenschaftenStahlgüte: S355Herstellungslänge: 10 - 20 m, Längentoleranz +/- 200 mmStahldicke: 8 mm Gewicht: ~14 kg/mMax. Zugbelastung: ~600 kN/mEinzelrammung: Nein

Steel wall connector LV-Omega

ApplicationsConstructing Omega corners with Larssen U or Z sheet piles (AZ, Hoesch)Constructing jagged U-walls with Larssen U sheet piles

PropertiesSteel grade: S355Length: 10 -20 m (32.8 - 65.6 ft), Length tolerance +/- 200 mm (7.87”)Steel thickness: 8 mm (0.32")Weight: ~14 kg/m (9.4 lbs/ft)Max. tensile strength: ~600 kN/mSingle drive: No

Larssen U-Bohlen Eckausbildung mit LV-OmegaLarssen U sheet pile corner construction with LV-Omega

Larssen Z-Bohlen (AZ, Hoesch) Eckausbildung mit LV-OmegaLarssen Z sheet pile (AZ, Hoesch) corner construction with LV-Omega

~60 mm

~60 mm

~ 2.36”

~ 2.36”

70°- 190°

~60 mm~ 2.36”

~60 mm~ 2.36”

70°- 190°

PROFIL AKTUELL



WEBSITE:

unter AZ / Larssen

Vario T > umbenannt am 05.10.11

nach „LT“

PROFIL AKTUELL

AZ LARSSEN U

~225°

~135°

~35°

~35°

~10° ~10°

~35°

~35°

~10° ~10°

90°

LT

LT

~ 78 mm~ 3.01”

~ 97 mm~ 3.82”

steelwall.eu

LT LT

LT + Larssen U

Spundwand mit Larssen U-Bohlen und LTLarssen U sheet pile wall with LT

Spundwand mit Larssen Z-Bohlen (AZ, Hoesch) und LTLarssen Z (AZ, Hoesch) sheet pile wall with LT

LT + Larssen Z

Stand / Issue date: 20. Aug. 2013 · © Copyright by SteelWall ISH GmbH



Schlossprofil LT

AnwendungenErstellen von T-Verbindungen oder 90° Eckverbindungen

T-Profil für Larssen U- oder Z-Bohlen (AZ, Hoesch)

EigenschaftenStahlgüte: S355Herstellungslänge: auf Anfrage, Längentoleranz +/- 200 mmWandstärke: 8 mmGewicht: ~17,6 kg/m

Steel wall connector LT

Applications

T-connector for Larssen U or Z sheet piles (AZ, Hoesch)

PropertiesSteel grade: S355Length: as requested, Length tolerance +/- 200 mm (7.87”)Thickness: 8 mm (0.32")Weight: ~17.6 kg/m (11.8 lbs/ft)

Constructing T connections or 90° corner connections

LT:Text Grafik: Larssen U-Bohlen T-Kontruktion mit LT / Larrsen U sheet piles T construction with LT Text Einsatzgebiet: T-Profil für Larssen U- oder Z-Bohlen (AZ, Hoesch) / T connector for........

Larssen U-Bohlen T-Konstruktion mit LT Larssen U sheet piles T construction with LT

Larssen Z-Bohlen (AZ, Hoesch) T-Konstruktion mit LT Larssen Z sheet piles (AZ, Hoesch) T construction with LT



steelwall.eu

LPB100

LPB100 LPB100

~ 12 mm~ 34 mm~ 0.48”

~ 1.34”

~69,4 mm~ 2.7”

~100 mm~ 3.93”




Schlossprofil

Erstellen von RohrspundwändenErstellen von Rohr- / Larssen U- oder Z-Bohlen (AZ, Hoesch)-Kombiwänden

EigenschaftenStahlgüten: S355, S430Herstellungslänge: auf Anfrage, Längentoleranz +/- 200 mmWandstärke: 12 mmGewicht: ~10,6 kg/mMaximale Zugkraftaufnahme: 1.609 kN/m (= 30% stabiler als 10 mm starke Larssen-Schlossprofile!)

LPB100

Anwendungen

Steel wall connector

Constructing pipe pile wallsConstructing pipe pile / Larssen U or Z sheet pile (AZ, Hoesch) combined walls

PropertiesSteel grades: S355, S430Length: as requested, Length tolerance +/- 200 mm (7.87”)Thickness: 12 mm (0.47")Weight: ~10.6 kg/m (7.1 lbs/ft)Maximum tensile strength: 1,609 kN/m (= 30% stronger than 10 mm thick Larssen connectors!)

LPB100

Applications

Rohrspundwand mit LPB100Pipe pile wall with LPB100

Rohrkombispundwand mit Larssen Z-Bohlen (AZ, Hoesch) und LPB100Pipe piles / Larssen Z sheet piles (AZ, Hoesch) combined wall with LPB100

Rohrkombispundwand mit Larssen U-Bohlen und LPB100Larssen U sheet piles combined wall with LPB100Pipe piles /

~ 25°



~ 65°~ 65°

Larssen U-Bohlen Eckausbildung mit LV22Larssen U sheet piles corner construction with LV22

Larssen Z-Bohlen (AZ, Hoesch) Eckausbildung mit LV22Larssen Z sheet piles (AZ, Hoesch) corner construction with LV22

LV22

steelwall.euStand / Issue date: 31. Okt. 2013 · © Copyright by SteelWall ISH GmbH



Schlossprofil LV22

AnwendungenErstellen von Ecken und Abzweigungen mit Schwenkbereich ~65° mittels AnschweißeckErstellen von Rohr- / Larssen U- oder Z-Bohlen (AZ, Hoesch)-Kombiwänden

EigenschaftenStahlgüte: S355Herstellungslänge: 12 m, Längentoleranz +/- 200 mmStahldicke: 8 mmGewicht: ~8 kg/m

Steel wall connector LV22

ApplicationsConstructing corners and junctions with a weld-on corner (swivel range ~65°)Constructing pipe pile / Larssen U or Z sheet pile (AZ, Hoesch) combined walls

PropertiesSteel grade: S355Length: 12 m (39.37 ft), Length tolerance +/- 200 mm (7.87”)Steel thickness: 8 mm (0.32")Weight: ~8 kg/m (5.4 lbs/ft)

Rohrkombispundwand mit Larssen Z-Bohlen (AZ, Hoesch) und LV22Pipe piles / Larssen Z sheet piles (AZ, Hoesch) combined wall with LV22

Rohrkombispundwand mit Larssen U-Bohlen und LV22Larssen U sheet piles combined wall with LV22Pipe piles /

~ 51 mm~ 2.00”

~ 58,8 mm~ 2.31”

LV22NEUE VERSION 30. Okt 2013

~ 1.34”~ 34 mm

~ 65°

~ 1.34”~ 34 mm

~ 65°

~ 1.34”~ 34 mm

~ 65°

~ 1.34”~ 34 mm

~ 65°



steelwall.eu

CF-Junction

CF-Junction

~ 42 mm~ 1.65"

~ 68 mm~ 2.68"

CF90-2J (geschweißt/welded)

CF-Junction + KL3-8

Profil gestreckt

CF-Junction + SKZ 24

Stand / Issue date: 31. Okt. 2013 · © Copyright by SteelWall ISH GmbH



Schlossprofil

EigenschaftenStahlgüte: S355Herstellungslänge: auf Anfrage, Längentoleranz +/- 200 mmStahldicke: 8 mmGewicht: ~8,9 kg/m

CF-Junction

AnwendungenErstellen von Rohr- / kaltgewalzten Z-Bohlen-KombiwändenErstellen von Ecken und Abzweigungen


Constructing pipe pile / cold formed sheet pile combined wallsConstructing corners and junctions

PropertiesSteel grade: S355Length: as requested, Length tolerance +/- 200 mm (7.87”)Steel thickness: 8 mm (0.32")Weight: ~8.9 kg/m (6 lbs/ft)

CF-Junction

Applications

KL 3-8 Abzweig mit CF-JunctionKL 3-8 sheet piles with CF-Junction

Casteel SKZ 24 Abzweig mit CF-JunctionCasteel SKZ 24 sheet piles with CF-Junction

Rohrkombispundwand mit Casteel SKZ 24 Bohlen und CF-JunctionPipe piles / Casteel SKZ 24 sheet piles combined wall with CF-Junction

~ 110 mm

~ 36 mm

~ 4.33"

~ 1.42"

~ 68 mm~ 2.68"

KL 3-8 Bohlen mit CF90-2JKL 3-8 sheet piles with CF90-2J

SKZ 24 Bohlen mit CF90-2JSKZ 24 sheet piles with CF90-2J

Kalt-Profile

CF Junction 868x42 mm8,9 kg/m

CF90 Schweißprofil110 x 68 mm18,5 kg/m

KL 3-8 sheet piles with CF90-2J

SKZ 24 sheet piles with CF90-2J

ALLE GRAFIKEN 138%



PZ-CornerRZ armin 26.05.11Gew. 11,8max Breite 58,7max Höhe 76,7

Ball+SocketPZ/PZC

PZ-Corner 50°-175°


PZ-Corner 50°-175° + PZ/PZC

~ 76,7 mm~ 3.02”

~ 58,7 mm

PZ-2S

PZ-Bone

~31,75 mm

~44,45 mm

~12,7 mm

~ 15,875 mm~38,1 mm

~ 2.31”

~1¼”

~1¾”

~½”

~ 0.625”~1½”

steelwall.eu

PZC 1

8

Läng

e vo

n Ank

er z

u Ank

er 6

35 m

m

PZC 18

Länge von Anker zu Anker 635 mm

PZC 18Länge von Anker zu Anker 635 mm

PZ-Corner 50°-175° + PZ/PZC~ 31,75 mm

~ 15,875 mm

~ 41,275 mm

~ 1¼”

~ 0.625”

~ 1.625”

PZC 1

8

Läng

e vo

n Ank

er z

u Ank

er 6

35 m

m

PZC 18


~ 115° - 175°~

PZC 1

8

Läng

e vo

n Ank

er z

u Ank

er 6

35 m

m

~ 50° - 110°~

~ 105° - 165°~

~ 30°

~ 30°

~ 30°

PZ

C 1

8

Läng

e vo

n A

nker

zu

Ank

er 6

35 m

m

PZC 18

Länge von Anker zu Anker 6

35 mm

PZC 18





Schlossprofil

~ ~~30°

EigenschaftenStahlgüte: S355Herstellungslänge: auf Anfrage, Längentoleranz +/- 200 mmGewicht: 12,4 kg/m


AnwendungenFür PZ/PZC-SpundbohlenErstellen von Eckverbindungen mit einem Schwenkbereich von 50° bis 175°Verbinden von 3 Spundwänden mit einer Auslenkung von jeweils


~50° to~30°

PropertiesSteel grade: S355Length: as requested, Length tolerance +/- 200 mm (7.87”)Weight: 12.4 kg/m (8.33 lbs/ft)


ApplicationsFor PZ/PZC sheet piling wallsConstructing corners with a swivel range from ~175°Connecting 3 sheet piling walls, each with a swivel range of

~ 23

~ 2

2 ~ 4

0

LV20n



steelwall.eu

LV20n

LV20n

Stand / Issue date: 29. Nov. 2013 · © Copyright by SteelWall ISH GmbH



Steel wall connector LV20n

ApplicationConstructing corners with a swivel range from approx. 30° to approx. 150° with Larssen U or Z sheet piles (AZ, Hoesch)

PropertiesSteel grade: S355Length: 10 - 20 m (32.8 - 65.6 ft) Length tolerance +/- 200 mm (7.87”)Steel thickness: 8 mm (0.32")Weight: ~13.8 kg/m (9.3 lbs/ft)Max. tensile strength: ~600 kN/mSingle drive: No

Schlossprofil LV20n

AnwendungErstellen von Eckverbindungen von ca. 30 bis ca. 150° mit Larssen U- oder Z-Bohlen (AZ, Hoesch)

EigenschaftenStahlgüte: S355Herstellungslänge: 10 - 20 m, Längentoleranz +/- 200 mmStahldicke: 8 mm Gewicht: ~13,8 kg/mMax. Zugbelastung: ~600 kN/mEinzelrammung: Nein

Larssen U-Bohlen Eckausbildung mit LV20nLarssen U sheet pile corner construction with LV20n

Larssen Z-Bohlen (AZ, Hoesch) Eckausbildung mit LV20nLarssen Z sheet pile (AZ, Hoesch) corner construction with LV20n

~ 55,1 mm~ 2.17”

~104 mm~ 4.1”

NEUE VERSION 24.11.13

~61 mm

0 mm

~2.4”

0.00”

30 - 150°

AZ P

rofil

18-

700

(AR

CEL

OR

) Höh

e 42

0 m

m

0 mm0.00”

~59 mm~2.32”

30 - 150°

PROFIL AKTUELL

Für Einzelrammung nicht geeignet!Not suitable for single drive!

Larssen / Z LV-Omega Larssen / Z LT Larssen / Z



steelwall.eu

Schlossprofil

90° Eckverbindungen, T-Verbindungen

EigenschaftenStahlgüten: S355, S430Herstellungslänge: auf Anfrage, Längentoleranz +/- 200 mmWandstärke: 12 mmGewicht: ~14,5 kg/mMaximale Zugkraftaufnahme: 1.609 kN/m = 30% stabiler als 10 mm starke Larssen-Schlossprofile!

LPB180

Anwendungen


PropertiesSteel grades: S355, S430Length: as requested, Length tolerance +/- 200 mm (7.87”)Thickness: 12 mm (0.47")Weight: ~14.5 kg/m (9.74 lbs/ft)Maximum tensile strength: 1,609 kN/m = 30% stronger than 10 mm thick Larssen connectors!

LPB180

Applications90°-corners, T-corners

LPB180

LPB180


LPB180-90° verschweißt | welded LPB180-Omega verschw. | welded LPB180-T verschweißt | welded LPB180-OT verschweißt | welded

~ 12 mm~ 34 mm

~ 90 mm

~ 0.47”~ 1.34”

~ 3.54”

~109,2 mm~ 4.3”

~180 mm~ 7.09”

~ 32°

Sehr stabile Eck- und T-Konstruktionen speziell für schwierige Böden. Für Einzelrammung geeignet. | Heavy duty corner and T piles especially for difficult driving conditions. Suitable for single drive.

Anwendungen mit Larssen Z-Bohlen (AZ, Hoesch) | Applications with Larssen Z sheet piles (AZ, Hoesch)

Anwendungen mit Larssen U-Bohlen | Applications with Larssen U sheet piles



Trägerkombispundwand mit Larssen Z-Bohlen (AZ, Hoesch) Larssen Z sheet piles (AZ, Hoesch)King sheet pile wall with

~180 mm~ 7.09”

~ 90 mm~ 3.54”

~ 90 mm~ 3.54”

~180 mm~ 7.09”

~ 90 mm~ 3.54”

~ 90 mm~ 3.54”

LPB 180 Larssen / Z LPB 100 Larssen / Z L8 Larssen / Z

E-21 Larssen / Z E-20 Larssen / Z LV22 Larssen / Z

CF Cold rolled PZ-bone PZ LT PZ

We can even supply the sheet pile sections with the required angle in them.



steelwall.eu

L8

L8 L8 + L8

~ 42 mm~ 1.65"

~ 46,4 mm

~ 63 mm

~ 1.83"

~ 2.5"




Rohrkombispundwand mit Larssen Z-Bohlen (AZ, Hoesch) und L8Pipe piles / Larssen Z sheet piles (AZ, Hoesch) combined wall with L8

Rohrkombispundwand mit Larssen U-Bohlen und L8Larssen U sheet piles combined wall with L8Pipe piles /

Rohrspundwand mit L8Pipe pile wall with L8

Schlossprofil L8

AnwendungenErstellen von RohrspundwändenErstellen von Rohr- / Larssen U- oder Z-Bohlen (AZ, Hoesch)-KombiwändenErstellen von Ecken und Abzweigungen

EigenschaftenStahlgüte: S355Herstellungslänge: auf Anfrage, Längentoleranz +/- 200 mmWandstärke: 9,5 mmGewicht: ~8,47 kg/m

Steel wall connector L8

ApplicationsConstructing pipe pile wallsConstructing pipe pile / Larssen U or Z sheet pile (AZ, Hoesch) combined wallsConstructing corners and junctions

PropertiesSteel grade: S355Length: as requested, Length tolerance +/- 200 mm (7.87”)Thickness: 9.5 mm (0.375")Weight: ~8.47 kg/m (5.7 lbs/ft)

MEEVER USAMeever & Meever Connectors

15

Self drilling anchors

This is a hollow, thick-walled, central drilling rod with a drill bit at the

top. The hollow rod and the drill bit allow flushing or simultaneous

drilling and grouting. The system is modular, meaning that the

most appropriate configuration can be put together to suit on-site

circumstances and the forces that apply. Because of the coarse

external trapezium shape tread the rod can be shortened or extended

if necessary, to create the desired length. The trapezium shape tread

also ensures optimum adhesion between the cement grout and the self

drilling anchor. All parts of the system can be supplied with or without

surface treatment.

GTB bar anchors

These anchors are high-quality massive steel bars, which feature a

coarse, rolled tread on the outside to ensure optimum adhesion between

the cement grout. Installing the GTB bar anchor is done by first installing

a casing (mirco pile) in the ground. After the casing is brought in position

the massive bar finds its place in the casing. While pulling back the

casing grout cement is added to create a strong and solid anchor.

Screw injection pilesThe base of the pipe pile is a drill head which is driven into the soil by

the drill motor until the required depth had been reached. Grout mortar

is injected at the bottom through the drill head while drilling. This grout

mortar mixes with the soil, resulting in a pile base with a minimum

diameter equal to the screw blade. A major advantage of this pile system

is that there is no soil stress relief and that surrounding structures do not

encounter vibrations.

Folding anchorsFolding anchors are quick and easy to install. The anchor is first driven

into the ground, at any angle required, using a vibro hammer. It is then

tilted using a removable pull rod. When it is in this position the folding

anchor can immediately be subjected to a load. Our folding anchors are

CE-certified.

Meever & Meever offers several solutions for anchoring retaining walls. The right solution depends on

the project. Factors to consider here are the length and depth of the sheet pile wall, the soil situation,

and whether the sheet pile wall is a temporary or permanent.

Steel grades:

EN10210-1: S355GP, S460GP,GM600

Production: ISO 9001 certified:

in accordance with DIN488, EN10210 or ASTM A-615.

Anchoring

16

Interlock sealing

For water-bearing formations like cofferdam constructions using sheet piling, it is very important that the sheet

piles are waterproof. We have several effective solutions for waterproof interlock sealing.

Pile Lock

Pile Lock is the best option when the sealing needs to be completely waterproof. This product expands up to

10 times its original volume when it comes into contact with water, enabling a waterproof solution.

SwellSeal

Where soil is contaminated, an interlock seal based on polyurethane (PU) will often be the best solution.

SwellSeal expands up to 200% of its original volume when it comes into contact with water. Intra SwellSeal can

be applied to the sheet piling interlock structure on site.

Pertex bituminous filling

This interlock sealing is easy and cost efficient to apply. In temporary construction or constructions where only

ground water needs to be retained this sealing is sufficient most times.

Surface treatmentCoating

If required we can supply our product with coatings. Applied on the jobsite or in the factory, they serve as a

protection against corrosion or for aesthetic reasons. The coating systems include the necessary certificates

and standards.

Galvanizing

We can also deliver hot dipped galvanized products. This is only possible up to certain lengths.

Product modification

On request we can modify all product according to your specific requirements.

• Weld on interlocks

• Add slinging / handling holes

• Cut in lengths

• Corner solutions

• Multiple sheet piles

• Loose / welded / punched

Project design & engineering Our certified project engineers can draw building plans or calculate and construct complete projects. We can

help you with finding the best and most price efficient solution. Our experience has learned made us a reliable

partner. We have seen that the best results are accomplished when working together with the contractor on a

project starting from the tender phase until the end.

• Drawings and calculations

• Design building plans

• Developing alternative constructions

• Cost efficient engineering

MEEVER USAMeever & Meever Services

17

ASTM YIELD STRENGTH

(ksi) (Mpa)

A328 39 270

A 572 Grade 42 42 290

A 572 Grade 50 50 345

A 572 Grade 55 55 380

A 572 Grade 60 60 415

A 572 Grade 65 65 450

A 690 50 345

A 690 57 390

EN 10248 YIELD STRENGTH

(ksi) (Mpa)

S 240 GP 35 240

S 270 GP 39 270

S 320 GP 46 315

S 355 GP 51 355

S 390 GP 57 390

S 430 GP 62 430

Imperial to Metric Metric to Imperial

1 in = 2,54 cm 1 cm = 0,394 in

1 ft = 0,305 m 1 m = 3,281 ft

1 in² = 6,452 cm² 1 cm² = 0,155 in²

Dimensions 1 ft² = 0,093 m² 1 m² = 10,764 ft²

1 in³ = 16,387 cm³ 1 cm³ = 0,061 in³

1 ft³ = 0,028 m³ 1 m³ = 35,315 ft³

1 in²/ft = 21,166 cm²/m 1 cm²/m = 0,047 in²/ft

WARNING: All calculations and plans are furnished for illustrative/estimating purposes only and may not be relied upon for any other

purpose. Calculations and plans are furnished with no warranty whatsoever and none of Meever, its subsidiaries, its parents, its affiliates

or any of their respective officers, directors, employees or agents assume any responsibility for the accuracy thereof. Only calculations

and plans prepared by a qualified professional engineer should be used in connection with the bidding/design/construction of a project.

All dimensions given are nominal. Actual flange and web thicknesses vary due to mill rolling practices; however, permitted variations

for such dimensions are not addressed.


Moment of Inertia 1 in4 = 41,623 cm4 1 cm4 = 0,024 in4

1 in4/ft = 136,558 cm4/m cm4/m = 0,007 in4/ft

Section Modules 1 in³ = 16,387 cm³ 1 cm³ = 0,061 in³

1 in³/ft = 53,763 cm³/m 1 cm³/m = 0,019 in³/ft

Moment 1 lb.ft = 1,356 Nm 1 Nm = 0,737 lb.ft

1 lb.in/ft = 0,371 Nm/m 1 Nm/m = 2,697 lb.in/ft

1 lb.ft/ft = 4,450 Nm/m 1 Nm/m = 0,225 lb.ft/ft

** on our website you can find imperial and metric data sheets


1 lb = 0,454 kg 1 kg = 2,205 lb

1 lb/ft = 1,488 kg/m 1 kg/m = 0,672 lb/ft

1 lb/ft² = 4,882 kg/m² 1 kg/m² = 0,205 lb/ft²

1 US Ton = 0,907 Metric Tons 1 Metric Ton = 1,102 US Ton

1 lb = 4,450 N 1 N = 0,225 lb

Mass, Force, Pressure 1 lb/in = 0,175 N/mm 1 N/mm = 5,708 lb/in

1 lb/ft = 14,599 N/m 1 N/m = 0,069 lb/ft

1 lb/in² = 0,690 N/cm² 1 N/cm² = 1,450 lb/in²

1 lb/ft² = 47,897 N/m² 1 N/m² = 0,021 lb/ft²

1 lb/in³ = 0,272 N/cm³ 1 N/cm³ = 3,683 lb/in³

1 lb/ft³ = 157,142 N/m³ 1 N/m³ = 0,006 lb/ft³

Conversion tables

Steelgrades

Information center

18

MEEVER & MEEVER•Gorinchemsestraat37•4231Bemeerkerk•thenetherlands

t+31(0)183358383•[email protected]•WWW.meever.nl

MEEVER USAMeever & Meever

Meever & Meever • Rely On Us

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