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        Short description
        Only large metal trader will be able to assure deliveries of rolled metal of different types. SPE «TechEnergoProm» LLC is one of the best sellers of metallurgical products in Ukraine. In our Company, you can purchase metal products of different names. A sheet pile is one of the most demanded type of products.

        A sheet pile is a special structural shape meant for erection of sheet-pile walls, the main purpose of which is to obstruct earth movement during the construction, occurrence of landslides, fences of construction sites, reinforcement and construction of barrages, and bridges.

        Larssen Rolled Sheet Piles TU U 27.1-26524137-1375:2008

        Profile name Profile sizes Weight of 1 m of length, kg Resistance moment of separate sheet pile, cm3 1 m of  sheet-pile wall Product Standard Steel Grade

        B

        b

        H

        s

        t

        Л4

        436.0

        292.2

        204.5

        14.80

        9.50

        74.0

        405

        2200

        TU U 27.1-26524137-1375:2008

        Ст3кп/сп/пс, 16ХГ, S355GP

        Л5

        466.0

        332.0

        196.0

        21.0

        11.0

        100.0

        461

        2962

        Л7

        466.7

        330.1

        236.0

        23.0

        12.0

        144.3

        597

        5010

        Л5Д

        534.0

        319.0

        240.0

        21.0

        11.0

        104.6

        594

        3200

         

        Larssen Rolled Sheet Piles Л5УM

        Profile name Profile sizes Cross-section area cm2/m Weight Moment of inertia cm4 Elastic section modulus cm3/m Static moment cm3/m Plastic section modulus cm3/m

        B

        H

        s

        t

        Separate pile cm2/m

        Wall kg/m

        Л5УM

        506

        470

        23

        11

        290.2

        113.9

        228

        76437

        3555

        2017

        4034

         

        Class

        1

        2

        3

        4

        235

        S 240GP

        С 255

        345

        240

        S 270GP

        С 285

         

        270

        S 320GP

        С 345

         

        320

        S 355GP

         

         

        355

         

         

         

         

        Classes

        1

        Strength class as per TU 0925-008-00186269-2012 

        2

        Strength classes as per EN 10248-1

        3

        Strength classes as per GOST 27772-88 

        4

        Strength classes as per GOST 19281

        Strength classes 240, 270, 320, and 355 by their characteristics correspond to S240GP, S270GP, S320GP, and S355GP as per EN 10248-1.

        A pile can be manufactured of improved corrosion-resistant steel due to copper alloying, classes 320 and 355 as per TU 0925-008-00186269-2012:

        • with increased copper content ranging from 0.20 to 0.35 % (320Д1, 355Д1), with high copper content ranging from 0.35 to 0.50 % (320Д2, 355Д2); classes 345 as per GOST 19281 -89, C345 as per TU 27772-88:
        • with copper content ranging from 0.15 to 0.30 % (345Д, С345Д).

        A pile is made of welding steel, which is ensured by chemical composition of steel with limited carbon equivalent that should not exceed 0.45 percent.

        Z-type sheet piles

        The most importance characteristics of Z-sections are an extended shape of the wall and equally-spaced location of locks on both sides of the neutral axis. They have a positive impact on the resistance moment. The advantages of AZ® series sections with the exclusive characteristics and checked properties of Larssen lock lie in the following:

        • competitive resistance moments/weight ratio;
        • increased moment of inertia to reduced bend;
        • large width ensuring highly productive diving;
        • good corrosion resistance due to the steel thickening at critical corrosion points

        Profile name >Width Height Thickness Cross-section area Weight Moment of inertia Elastic section modulus Steel Grades

        b

        h

        t

        S

        Separate piles

        Walls

        mm

        mm

        mm

        mm

        cm²/m

        kg/m

        kg/m²

        cm4m

        cm³m

        AZ 12-770

        770

        344

        8.5

        8.5

        120

        72.6

        94

        21430

        1245

                        

        AZ 13-770

        770

        344

        9.0

        9.0

        126

        76.1

        99

        22360

        1300

        AZ 14-770

        770

        345

        9.5

        9.5

        132

        79.5

        103

        23300

        1355

        AZ 14-770-10/10

        770

        345

        10.0

        10.0

        137

        82.9

        108

        24240

        1405

        AZ 12-700

        700

        314

        8.5

        8.5

        123

        67.7

        97

        18880

        1205

        AZ 13-700

        700

        315

        9.5

        9.5

        135

        74.0

        106

        20540

        1305

        AZ 13-700-10/10

        700

        316

        10.0

        10.0

        140

        77.2

        110

        21370

        1355

        AZ 14-700

        700

        316

        10.5

        10.5

        146

        80.3

        115

        22190

        1405

        AZ 17-700

        700

        420

        8.5

        8.5

        133

        73.1

        104

        36230

        1730

        AZ 18-700

        700

        420

        9.0

        9.0

        139

        76.5

        109

        37800

        1800

        AZ 19-700

        700

        421

        9.5

        9.5

        146

        80.0

        114

        39380

        1870

        AZ 20-700

        700

        421

        10.0

        10.0

        152

        83.5

        119

        40960

        1945

        AZ 24-700

        700

        459

        11.2

        11.2

        174

        95.7

        137

        55820

        2430

        S 240 GP,S 270 GP,S 320 GP,S 355 GP,S 390 GP,S 430 GP,S 460 AP

        AZ 26-700

        700

        460

        12.2

        12.2

        187

        102.9

        147

        59720

        2600

        A 328; A 572 Gr. 50; A 690; A 572 Gr. 55; A 572 Gr. 60; A 572 Gr. 65

        AZ 28-700

        700

        461

        13.2

        13.2

        200

        110.0

        157

        63620

        2760

        Gr. 260 W, Gr. 300 W, Gr. 350 W, Gr. 400 W

        AZ 24-700N

        700

        459

        12.5

        9.0

        163

        89.7

        128

        55890

        2435

        SY 295, SY 390

        AZ 26-700N

        700

        460

        13.5

        10.0

        176

        96.9

        138

        59790

        2600

         

        AZ 28-700N

        700

        461

        14.5

        11.0

        189

        104.1

        149

        63700

        2765

        AZ 36-700N

        700

        499

        15.0

        11.2

        216

        118.6

        169

        89610

        3590

        AZ 38-700N

        700

        500

        16.0

        12.2

        230

        126.4

        181

        94840

        3795

        AZ 40-700N

        700

        501

        17.0

        13.2

        244

        134.2

        192

        100080

        3995

        AZ 42-700N

        700

        499

        18.0

        14.0

        259

        142.1

        203

        104930

        4205

        AZ 44-700N

        700

        500

        19.0

        15.0

        273

        149.9

        214

        110150

        4405

        AZ 46-700N

        700

        501

        20.0

        16.0

        287

        157.7

        225

        115370

        4605

        AZ 18²)

        630

        380

        9.5

        9.5

        150

        74.4

        118

        34200

        1800

        AZ 18-10/10

        630

        381

        10.0

        10.0

        157

        77.8

        123

        35540

        1870

        AZ 26²)

        630

        427

        13.0

        12.2

        198

        97.8

        155

        55510

        2600

        AZ 46

        580

        481

        18.0

        14.0

        291

        132.6

        229

        110450

        4595

        AZ 48

        580

        482

        19.0

        15.0

        307

        139.6

        241

        115670

        4800

        AZ 50

        580

        483

        20.0

        16.0

        322

        146.7

        253

        121060

        5015

        • The classification is carried out in accordance with Standard EN 1993-5. Class 1 is assigned after check of the rotary power of Class 2 cross-sections. A set of tables with all data necessary for the development of project in accordance with Standard EN 1993-5 may be required in our Technical Department. Steel grade S 460 AP is used against order in accordance with the Plant Specification.
        • At the request, AZ® sections may be rolled with the thickness plus or minus 0.5 mm and 1.0 mm

        Furring profile

        Furring Profile Sheet Pile

         

        Furring Profile Sheet Pile has a great deal of advantages as follows:

        • a variety of sections with some series with different geometrical characteristics being formed of them makes it possible to choose the most technically and cost-effective decisions for each concrete project;
        • the combination of a larger depth of the profile wave in regards to a larger flange thickness ensures superior static properties of the profiles;
        • the symmetric form of a separate pile makes these section suitable for repeated use;
        • possibility of assembling and fixation of profiles in pairs within the workshop conditions makes it possible to improve quality of diving and operational performance;
        • light installing of the anchor devises and articulated joints is available even under water;
        • good corrosion resistance due to the steel thickening at critical corrosion points

        Profile name Width Height

         

        Thickness Cross-section area Weight Moment of inertia Elastic section modulus Steel Grades

        b

        h

        t

        S

        Separate piles

        Walls

        mm

        mm

        mm

        mm

        cm²/m

        kg/m

        kg/m²

        cm4m

        cm³m

        AU™ sections

         

        AU 14

        750

        408

        10

        8.3

        132

        77.9

        104

        28680

        1405

        AU 16

        750

        411

        11.5

        9.3

        147

        86.3

        115

        32850

        1600

        AU 18

        750

        441

        10,5

        9.1

        150

        88.5

        118

        39300

        1780

        AU 20

        750

        444

        12

        10

        165

        96.9

        129

        44440

        2000

        AU 23

        750

        447

        13

        9.5

        173

        102.1

        136

        50700

        2270

        AU 25

        750

        450

        14.5

        10,2

        188

        110,4

        147

        56240

        2500

        PU® sections

        PU 12

        600

        360

        9.8

        9

        140

        66.1

        110

        21600

        1200

        PU 12-10/10

        600

        360

        10

        10

        148

        69.6

        116

        22580

        1255

        PU 18-1

        600

        430

        10,2

        8.4

        154

        72.6

        121

        35950

        1670

        PU 18

        600

        430

        11.2

        9

        163

        76.9

        128

        38650

        1800

        PU 18+1

        600

        430

        12.2

        9.5

        172

        81.1

        135

        41320

        1920

        PU 22-1

        600

        450

        11.1

        9

        174

        81.9

        137

        46380

        2060

        PU 22

        600

        450

        12.1

        9.5

        183

        86.1

        144

        49460

        2200

        PU 22+1

        600

        450

        13.1

        10

        192

        90,4

        151

        52510

        2335

        S 240 GP,S 270 GP,S 320 GP,S 355 GP,S 390 GP,S 430 GP,S 460 AP

        PU 28-1

        600

        452

        14.2

        9.7

        207

        97.4

        162

        60580

        2680

        A 328; A 572 Gr. 50; A 690; A 572 Gr. 55; A 572 Gr. 60; A 572 Gr. 65

        PU 28

        600

        454

        15.2

        10,1

        216

        101.8

        170

        64460

        2840

        Gr. 260 W, Gr. 300 W, Gr. 350 W, Gr. 400 W

        PU 28+1

        600

        456

        16.2

        10,5

        226

        106.2

        177

        68380

        3000

        SY 295, SY 390

        PU 32

        600

        452

        19.5

        11

        242

        114.1

        190

        72320

        3200

         

        GU™ sections

        GU 6N 

        600

        309

        6

        6

        89

        41.9

        70

        9670

        625

        GU 7N

        600

        310

        6.5

        6.4

        94

        44.1

        74

        10450

        675

         GU 7S

        600

        311

        7.2

        6.9

        100

        46.3

        77

        11540

        740

        GU 8N

        600

        312

        7.5

        7.1

        103

        48.5

        81

        12010

        770

        GU 8S

        600

        313

        8

        7.5

        108

        50.8

        85

        12800

        820

        GU 13N 

        600

        418

        9

        7.4

        127

        59.9

        100

        26590

        1270

        GU 14N

        600

        420

        10

        8

        136

        64.3

        107

        29410

        1400

        GU 15N

        600

        422

        11

        8.6

        146

        68.7

        115

        32260

        1530

        GU 16N 

        600

        430

        10,2

        8.4

        154

        72.6

        121

        35950

        1670

        GU 18N

        600

        430

        11.2

        9

        163

        76.9

        128

        38650

        1800

        GU 20N

        600

        430

        12.2

        9.5

        172

        81.1

        135

        41320

        1920

        GU 21N

        600

        450

        11.1

        9

        174

        81.9

        137

        46380

        2060

         GU 22N

        600

        450

        12.1

        9.5

        183

        86.1

        144

        49460

        2200

        GU 23N

        600

        450

        13.1

        10

        192

        90,4

        151

        52510

        2335

        GU 16-400

        400

        290

        12.7

        9.4

        197

        62

        155

        22580

        1560

        GU 18-400

        400

        292

        15

        9.7

        221

        69.3

        173

        26090

        1785

        The values of moment of inertia and elastic section modulus characterize a transverse force transferable through the lock.

        Standard EN 1993-5. Class 1 is assigned after check of the rotary power of Class 2 cross-sections.

        A set of tables with all data necessary for the development of project in accordance with

        Standard EN 1993-5 may be required in our Technical Department.

        The thickness of all PU® sections may be changed for ± 0.5 to 1 mm against order.

        Longevity of sheet piles

        Unprotected steel is subjected to corrosion in the atmosphere, water or earth that may result in its damage.

        Local impairment and rust as a rule are considered as the problems eliminating at the site.

        In dependence to the requirements for service life and capabilities for access to the construction for its maintenance, the longevity of steel structure may be ensured by with the use of one or some techniques:

        • protection by means of application of coating a rule only for the zones with a high risk for initiation of corrosion);
        • usage of more powerful profile or higher steel grade to ensure larger reserve by the static characteristics;
        • usage of steel grade developed for sea water, ASTM A690 (for the splash zone);
        • avoidance of the maximum bending moments in the zones of high corrosion probability;
        • location of concrete wall capping below the low-water level;
        • cathodic protection by induced current or anodic earthing (protection of surface in permanent contact with water);
        • usage of steel grade AmLoCor® (permanent diving zone and low-water zone)

        All sections are delivered with the steel grades in Accordance EN 10248-1. The possibility for

        delivery of sections with the special steel grades should be ascertained. Possible combinations are given in the Table below. At the Customer’s request, there may be delivered the special steel grades, such as for example, S 460 AP, the steel grades according to the United States Standard ASTM A 572, the steel grades with improved corrosion resistance characteristics, such as for example, AmLoCor and

        ASTM A 690 or copper steel in accordance with EN 10248 Part 1.

        LARSSEN Sheet Piles

        1. The values of section modulus may be used only in the static calculations even if at least every second lock in the wall is working in shear.

        The length ranges from 30 to 36 m at the request.

        The calculations are based on the weight of a separate pile (kg/m).

         

        Modulus of section

        Weight Axial moment of inertia Section width Section height Back wall thickness Web thickness

        Wy1) cm³/m Wall

        cm³  Separate pile

        kg/m² Wall

        kg/m Separate pile

        Iy cm4/m Wall

        b mm

        h mm

        t mm

        s mm

        LARSSEN_755

        -0.5

        1920

        573

        124.0

        93.0

        43200

        750

        450

        11.2

        9.7

        LARSSEN_703

        -0.5

        1150

        408

        93.0

        65.1

        23000

        700

        400

        9

        7.7

        LARSSEN_704

        -0.5

        1530

        523

        111.4

        78.0

        33660

        700

        440

        9.7

        9.2

        LARSSEN 600

        -0.5

        480

        124

        90.0

        53.4

        3600

        600

        150

        9

        9.1

        LARSSEN 602

        -0.5

        790

        254

        85.5

        51.3

        12245

        600

        310

        7.7

        7.6

        LARSSEN 603

        -0.5

        1150

        320

        104.5

        62.7

        17825

        600

        310

        9.2

        7.9

        LARSSEN 603 K

        -0.5

        1190

        335

        109.5

        65.7

        18445

        600

        310

        9.5

        8.7

        LARSSEN 604n

        -0.5

        1540

        415

        119.5

        71.7

        29260

        600

        380

        9.5

        8.8

        LARSSEN 605

        -0.5

        1950

        515

        135.5

        81.3

        40950

        600

        420

        12

        8.8

        LARSSEN 606n

        -0.5

        2410

        560

        153.7

        92.2

        52420

        600

        435

        13.9

        9

        LARSSEN 628

        -0.5

        2700

        575

        161.8

        97.1

        61560

        600

        456

        15.8

        9.6

        LARSSEN 607n

        -0.5

        3130

        671

        186.5

        111.9

        70740

        600

        452

        18.5

        10,4

        LARSSEN 23

        -0.5

        1930

        539

        151.6

        75.8

        40530

        500

        420

        11

        9.8

        LARSSEN 24

        -0.5

        2440

        542

        171.6

        85.8

        51240

        500

        420

        15.1

        9.8

        LARSSEN 25

        -0.5

        2980

        625

        202.6

        101.3

        62580

        500

        420

        19.5

        11.3

        LARSSEN Sheet Piles Positive Tolerance

        1. The values of modulus of section may be used only in the static calculations even if at least every second lock in the wall is working in shear.

        The length ranges from 30 to 36 m at the request.

        The calculations are based on the weight of a separate pile (kg/m).

          Modulus of section Weight Axial moment of inertia Section weight Section height Back wall thickness Web thickness

        Wy1) cm³/m Wall

        cm³  Separate pile

        kg/m² Wall

        kg/m Separate pile

        Iy cm4/m Wall

        b mm

        h mm

        t mm

        s mm

        LARSSEN 755

        +0.5

        2060

        586

        131.5

        98.6

        46350

        750

        450

        12.2

        10,3

        LARSSEN 703

        +0.5

        1270

        433

        100.0

        70.0

        25400

        700

        400

        10

        8.3

        LARSSEN 704

        +0.5

        1670

        548

        118.6

        83.0

        36740

        700

        440

        10.7

        9.8

        LARSSEN 600

        +0.5

        540

        132

        99.0

        59.4

        4050

        600

        150

        10

        9.9

        LARSSEN 601

        +0.5

        790

        246

        81.8

        49.1

        12245

        600

        310

        8

        6.8

        LARSSEN 602

        +0.5

        880

        264

        92.5

        55.5

        13640

        600

        310

        8.7

        8.4

        LARSSEN 603

        +0.5

        1250

        340

        111.5

        66.9

        19375

        600

        310

        10,2

        8.5

        LARSSEN 603K

        +0.5

        1290

        343

        116.5

        69.9

        19995

        600

        310

        10,5

        9.3

        LARSSEN 604n

        +0.5

        1667

        421

        126.5

        75.9

        31675

        600

        380

        10,5

        9.2

        LARSSEN 605

        +0.5

        2090

        525

        142.5

        85.5

        43890

        600

        420

        13

        9.2

        LARSSEN 606n

        +0.5

        2570

        570

        160.5

        96.3

        55900

        600

        435

        14.9

        9.4

        LARSSEN 628

        +0.5

        2850

        590

        169.0

        101.4

        64980

        600

        456

        16.8

        10

        LARSSEN 607n

        +0.5

        3270

        681

        193.5

        116.1

        73900

        600

        452

        19.5

        10.8

        LARSSEN 23

        +0.5

        2070

        551

        158.6

        79.3

        43470

        500

        420

        12

        10,2

        LARSSEN 24

        +0.5

        2560

        581

        178.6

        89.3

        53760

        500

        420

        16.1

        10,2

        LARSSEN 25

        +0.5

        3100

        626

        209.6

        104.8

        65100

        500

        420

        20,5

        11.7

        HOESCH Sheet Piles (Finger lock)

        The length ranges from 30 to 36 m at the request.

        The calculations are based on the weight of a separate pile (kg/m).

          Modulus of section Weight Axial moment of inertia Section weight Section height Back wall thickness Web thickness ess

        Wy1) cm³/m Wall

        cm³  Separate pile

        kg/m² Wall

        kg/m Separate pile

        Iy cm4/m Wall

        b mm

        h mm

        t mm

        s mm

         

        HOESCH 1105

        1100

        628

        101

        58.1

        14300

        575

        260

        8.8

        8.8

         

        HOESCH 1205

        1140

        655

        107

        61.5

        14820

        575

        260

        9.5

        9.5

         

        HOESCH 1205 K

        1200

        690

        112.5

        64.7

        15600

        575

        260

        10,2

        10,2

         

        HOESCH 1255

        1250

        719

        118

        67.9

        16250

        575

        260

        10.8

        10.8

         

        HOESCH 1605

        1600

        920

        107

        61.5

        28000

        575

        350

        9.2

        8.1

         

        HOESCH 1655

        1650

        949

        111.9

        64.3

        28870

        575

        350

        9.6

        8.5

         

        HOESCH 1705

        1720

        989

        116

        66.7

        30100

        575

        350

        10

        9

         

        HOESCH 1705 K

        1700

        978

        117

        67.3

        29750

        575

        350

        9.5

        9.5

         

        HOESCH 1755

        1750

        1006

        120.8

        69.5

        30625

        575

        350

        10,4

        9.5

         

        HOESCH 1805

        1800

        1035

        125

        71.9

        31500

        575

        350

        10.8

        9.9

         

        HOESCH 2305

        2320

        1334

        142.3

        81.8

        40600

        575

        350

        11.5

        8.4

         

        HOESCH 2405

        2400

        1380

        148

        85.1

        42000

        575

        350

        12.1

        9

         

        HOESCH 2505

        2480

        1426

        152

        87.4

        43400

        575

        350

        12.5

        9.5

         

        HOESCH 2555 K

        2540

        1460

        155

        89.1

        44450

        575

        350

        12.8

        10

         

        HOESCH 2555

        2550

        1466

        158.1

        90.9

        44625

        575

        350

        13

        10

         

        HOESCH 2605

        2600

        1495

        162.3

        93.3

        45500

        575

        350

        13.3

        10,3

         

        UNION Straight-Web Piling Bar

        • Manufacture and delivery only against order.

        The length ranges from 30 to 36 m at the request.

        The piles with other wall thickness may be delivered.

        The calculations are based on the weight of a separate pile (kg/m).

          Modulus of section Weight Axial moment of inertia Section width Section height Web thickness

        Wy1) cm³/m Wall

        cm³   Separate pile

        kg/m² Wall

        kg/m Separate pile

        Iy cm4/m Wall

        b mm

        h mm

        t mm

        FL 511

        90

        45

        136

        68

        350

        500

        88

        11

        FL 512

        90

        45

        142

        71

        360

        500

        88

        12

        FL 512.71

        92

        46

        146.8

        73.4

        360

        500

        88

        12.7

        Light piles KL 3/4 -KL 3/8 and TKL 3/9

        Length: up to 12 m (from 12 m to 14 m at the request)

        The calculations are based on the weight of a separate pile (kg/m).


        KL 3/4 to KL 3/8

         


        TKL 3/9

          Modulus of section Weight Axial moment of inertia Section width Section height Back wall thickness Web thickness

        Wy1) cm³/m Wall

        kg /m² Wall

        kg/m

        Separate pile

        Iy cm4/ m Wall

        b mm

        h mm

        t mm

        s mm

        KL 3/4*

        276

        41.1

        31.6

        2042

        700

        146

        4.0

        KL 3/5*

        339

        55.8

        39.1

        2502

        700

        147

        5.0

        KL 3/6

        410

        66.0

        46.2

        3080

        700

        148

        6.0

        KL 3/7*

        460

        78.0

        54.6

        3500

        700

        149

        7.0

        KL 3/8

        540

        88.0

        61.5

        4050

        700

        150

        8.0

        TKL 3/9

        680

        106.9

        74.8

        5120

        700

        160

        9.0

        Light piles HP 290S-4 - HP 290S-9

        Length: up 17 m

        The calculations are based on the weight of a separate pile (kg/m).

          Modulus of section >Weight Axial moment of inertia Section width Section height Back wall thickness Web thickness

        Wy1) cm³/m Wall

        kg/m² Wall

        kg/m Separate pile

        Iy cm4/m Wall

        b mm

        h mm

        t mm

        s mm

        HP 290S-5

        774

        69.7

        49.5

        10920

        710

        294

        5.0

        HP 290S-6

        933

        83.7

        59.4

        13530

        710

        296

        6.0

        HP 290S-7

        1080

        97.6

        69.3

        15701

        710

        298

        7.0

        HP 290S-8

        1230

        111.5

        79.2

        17896

        710

        300

        8.0

        HP 290S-9

        1380

        125.6

        89.2

        20896

        710

        300

        9.0

        Light piles ZK 785-5 - ZK 785-9 and ZK 675-5 - ZK 675-9

        Length: up to 12 m

        The calculations are based on the weight of a separate pile (kg/m).


        ZK 785-5 to ZK 785-9


        ZK 675-5 to ZK 675-9

          Modulus of section Weight Axial moment of inertia Section width Section height Back wall thickness Web thickness

        Wy1) cm³/m Wall

        kg/m² Wall

        kg/m

        Separate pile

        Iy cm4/ m

        Wall

        b mm

        h mm

        t mm

        s mm

        ZK 785-5

        605

        53.4

        41.9

        8395

        785

        276

        5.0

        ZK 785-6

        724

        64.2

        50.4

        10053

        785

        277

        6.0

        ZK 785-7

        836

        74.4

        58.4

        11657

        785

        278

        7.0

        ZK 785-8

        951

        84.8

        66.6

        13302

        785

        279

        8.0

        ZK 785-9

        1067

        95.3

        74.8

        14944

        785

        280

        9.0

        ZK 675-5

        972

        62.1

        41.9

        18500

        675

        376

        5.0

        ZK 675-6

        1164

        74.4

        50.4

        22131

        675

        377

        6.0

        ZK 675-7

        1350

        86.5

        58.4

        25698

        675

        378

        7.0

        ZK 675-8

        1540

        98.7

        66.6

        29332

        675

        379

        8.0

        ZK 675-9

        1728

        110.8

        74.8

        32914

        675

        380

        9.0

        Trench Steel Sheet Piles

        Length: up to 12 m (from 12 m to 14 m at the request)

        The calculations are based on the weight of a separate pile (kg/m).

         


        KD VI/6 and KD VI/8


        KD 4/4 and KD 4/6

          Modulus of section Weight Axial moment of inertia

         

        Section width Section height Back wall thickness Web thickness

        Wy1) cm³/m Wall

        kg/m² Wall

        kg/m Separate pile

        Iy cm4/m Wall

        b mm

        h mm

        t mm

        s mm

        KD VI/61)

        182

        62.5

        37.5

        726

        600

        78

        6.0

        KD VI/81)

        242

        83.3

        50.0

        968

        600

        80

        8.0

        KD 4/42)

        70

        36.7

        14.7

        168

        400

        48

        4.0

        KD 4/62)

        102

        55.2

        22.1

        254

        400

        50

        6.0

         

        Hot Rolled Steel Sheet Piles

        The values of section modulus may be used only in the static calculations even if at least every second lock in the wall is working in shear.


        Type IV W,Type III W,Type II W,


        Type VI L,Type V L,Type IV,Type III,Type II,


        NSP-10H, NSP-25H

          Modulus of section Modulus of section cm3 Separate pile Weight kg/m Separate pile Axial moment of inertia Section width Section height Back wall thickness Web thickness

        Wy1) cm³/m Wall

         

        kg/m² Wall

        Iy cm4/m Wall

        b mm

        h mm

        t mm

        s mm

        TKL 601

        744

        864

        77.2

        46.3

        11530

        7.5

        6.4

        310

        600

        TKL 602

        842

        984

        89

        53.4

        13046

        8.4

        7.6

        310

        600

        TKL 603

        1200

        1338

        107

        64.2

        19199

        9.6

        8.2

        320

        600

        TKL 603C

        1300

        1464

        120,2

        72.1

        20930

        10

        10

        322

        600

        TKL 604

        1618

        1830

        121.8

        73.1

        31548

        10

        9

        390

        600

        TKL 604C

        1672

        1890

        125.3

        75.2

        32600

        10,4

        9.2

        390

        600

        TKL 605

        2021

        2286

        136.8

        82.1

        42433

        12.3

        9.2

        420

        600

        TKL 605C

        2068

        2352

        142.8

        85.7

        43435

        12.4

        10

        420

        600

        TKL 606L

        2205

        2487

        142.3

        85.4

        47402

        13.4

        9

        430

        600

        TKL 606

        2502

        2812

        156.5

        93.9

        53785

        15.8

        9.3

        430

        600

        TKL 504L

        1423

        1619

        127

        63.5

        24198

        11.2

        8.7

        340

        500

        TKL 504

        1602

        1816

        140.6

        70,3

        27233

        13

        9.3

        340

        500

        Asia

         

         

         

         

         

         

         

         

         

        Type

        IV W

        2700

        539

        177

        106

        56700

        18

        420

        600

        Type

        III W

        1800

        376

        136

        81.6

        32400

        13.4

        360

        600

        Type

        II W

        1000

        203

        103

        61.8

        13000

        10,3

        260

        600

        Type

        VI L

        3820

        680

        240

        120

        86000

        27.6

        450

        500

        Type

        V L

        3150

        520

        210

        105

        63000

        24.3

        400

        500

        Type

        IV

        2270

        362

        190

        76.1

        38600

        15.5

        340

        400

        Type

        III

        1340

        223

        150

        60

        16800

        13

        250

        400

        Type

        II

        874

        152

        120

        48

        8740

        10,5

        200

        400

        NSP-10H

        902

        812

        96

        86.4

        10500

        10.8

        230

        900

        NSP-25H

        1610

        1450

        126

        113

        24400

        13.2

        300

        900

        Z- type profile

        Z-type and straight web profiles are manufactured with the length ranging from 30 to 36 m at the request. The calculations are based on the weight of a separate pile (kg/m).

        Gerdau / ball-and-socket interlock Modulus of section Modulus of section cm3 Separate pile Weight kg/m Separate pile Axial moment of inertia Section width Section height Back wall thickness Web thickness

        Wy1) cm³/m Wall

        kg/m² Wall

        Iy cm4/m Wall

        b mm

        h mm

        t mm

        s mm

        PZC 13

        1300

        920

        106

        75.1

        20760

        9.5

        9.5

        319

        708

        PZC 14

        14 00

        990

        115.5

        81.8

        22440

        10.7

        10.7

        320

        708

        PZC 18

        1800

        1145

        118.2

        75.1

        34890

        9.5

        9.5

        387

        635

        PZC 19

        1945

        1235

        128.8

        81.8

        37780

        10.7

        10.7

        388

        635

        PZC 25

        2455

        1740

        145.9

        103.3

        55190

        14.2

        12.3

        449

        708

        PZC 26

        2600

        1840

        155.4

        110

        58460

        15.2

        13.3

        450

        708

        PZC 28

        2755

        1950

        166.1

        117.6

        62150

        16.4

        14.5

        457

        708

        PZC 37

        3680

        2100

        181.2

        103.6

        98270

        14.3

        12.4

        534

        572

        PZC 39

        3890

        2220

        192.8

        110,2

        104100

        15.2

        13.3

        535

        572

        PZC 41

        4090

        2340

        204.1

        116.6

        109700

        16.2

        14.2

        536

        572

        SLU Sheet Piles

        U-type profile have a great deal of advantages:

        1. Combination of a large profile depth with high static characteristics
        2. Possibility of repeated use due to the symmetry of separate elements
        3. Possibility to pair the piles at the plant making for improvement in quality and ease in installation
        4. High corrosion resistance

        Profile name Width Height Thickness Section area Weight Moment of inertia Elastic section modulus

        B

        H

        T

         

        Separate piles

        Walls

        mm

        mm

        mm

        cm2/m

        kg/m

        kg/m2

        cm4/m

        cm3/m

        SLU5-1

        600

        150

        9.5

        119.75

        56.4

        94

        3825

        510

        SLU5-2

        600

        150

        10

        141.6

        66.7

        111

        4050

        540

        SLU6-1

        600

        280

        6

        89.6

        42.2

        70.33

        8960

        640

        SLU7-1

        600

        300

        6

        93.42

        44

        73.33

        10350

        690

        SLU7-2

        600

        340

        6

        98.09

        46.2

        77

        12665

        745

        SLU7-3

        600

        360

        6

        99.58

        46.9

        78.17

        13320

        740

        SLU8-1

        600

        340

        6.5

        103.34

        48.7

        81.17

        13260

        780

        SLU8-2

        600

        325

        7

        109.98

        51.8

        86.33

        13406

        825

        SLU8-3

        600

        355

        7

        113

        53.4

        89

        14821

        835

        SLU8-4

        750

        320

        6

        87.1

        51.3

        68.4

        13200

        825

        SLU9-1

        600

        360

        6.5

        105

        49.5

        82.5

        16920

        940

        SLU9-2

        600

        330

        7.5

        120.6

        56.8

        94.7

        15097

        915

        SLU9-3

        750

        320

        7

        101.74

        59.9

        79.9

        15120

        945

        SLU10-1

        600

        370

        7

        114.44

        53.9

        89.8

        19610

        1060

        SLU11-1

        600

        380

        7.5

        123.35

        58.1

        96.8

        22230

        1170

        SLU11-2

        600

        360

        8

        131.6

        62

        103.3

        19980

        1110

        SLU12-1

        600

        380

        8.5

        140.3

        66.1

        110.17

        22800

        1200

        SLU12-2

        600

        310

        9

        137.6

        64.8

        108

        18600

        1200

        SLU12-3

        600

        310

        9.5

        144.6

        68.1

        113.5

        19220

        1240

        SLU12-4

        500

        360

        8

        144

        56.5

        113

        20790

        1155

        SLU12-5

        700

        440

        7.5

        123

        67.6

        96.57

        26620

        1210

        SLU12-6

        600

        360

        9

        148.6

        70

        116.7

        22248

        1236

        SLU12-7

        450

        360

        10

        184

        65

        144.4

        22482

        1249

        SLU13-1

        675

        420

        7.5

        124

        65.6

        97

        27090

        1290

        SLU13-2

        600

        310

        10

        152.9

        72

        120

        19530

        1260

        SLU13-3

        500

        355

        9

        154.6

        60.7

        121.4

        22454

        1265

        SLU13-4

        700

        440

        8

        131.2

        72.1

        103

        28600

        1300

        SLU13-5

        700

        400

        10

        159.8

        87.8

        125.4

        26800

        1340

        SLU13-6

        500

        340

        10

        167.9

        65.9

        131.8

        22100

        1300

        SLU13-7

        600

        360

        10

        163.5

        77

        128.3

        24660

        1370

        SLU13-8

        575

        360

        10

        165.9

        74.9

        130.3

        24225

        1347

        SLU14-1

        750

        445

        8

        132

        77.8

        103.7

        31372

        1410

        SLU14-2

        675

        435

        8

        133.2

        70.6

        104.5

        30559

        1405

        SLU15-1

        675

        420

        8.5

        142

        75.3

        112

        31920

        1520

        SLU15-2

        500

        360

        10

        176.6

        69.3

        138.6

        26280

        1460

        SLU16-1

        750

        440

        9

        146.4

        86.2

        115

        35310

        1605

        SLU16-2

        400

        290

        11.5

        203.8

        64

        160

        22693

        1565

        SLU16-3

        600

        380

        9.5

        156.7

        73.8

        123

        30400

        1600

        SLU16-4

        700

        450

        9

        151

        83

        118.6

        36000

        1600

        SLU16-5

        650

        480

        8

        142.68

        72.8

        112

        39120

        1630

        SLU17-1

        750

        430

        9.5

        151

        89.1

        119

        35905

        1670

        SLU17-2

        500

        420

        12

        224

        88

        176

        34860

        1660

        SLU17-3

        650

        480

        8

        140

        71.5

        110

        39840

        1660

        SLU17-4

        600

        440

        8.5

        154

        72.5

        121

        36850

        1675

        SLU18-1

        750

        460

        9

        150.3

        88.5

        118

        40940

        1780

        SLU18-2

        400

        310

        12

        220.7

        69.3

        173.25

        27668

        1785

        SLU18-3

        600

        430

        9.5

        165.4

        77.9

        129.8

        38700

        1800

        SLU20-1

        750

        460

        10

        164.4

        96.8

        129

        46115

        2005

        SLU20-2

        600

        440

        10

        177

        83.5

        139

        44440

        2020

        SLU20-3

        600

        450

        10.5

        185

        87.5

        145.8

        45675

        2030

        SLU20-4

        500

        450

        10

        197.5

        77.5

        155

        45000

        2000

        SLU20-5

        750

        480

        10

        167.3

        98.5

        131.3

        49440

        2060

        SLU20-6;

        650

        540

        8

        150.1

        76.6

        117.8

        56025

        2075

        SLU21-1

        750

        500

        10

        169.3

        99.7

        133

        49920

        2080

        SLU21-2

        600

        480

        9.5

        173.9

        81.9

        136.5

        49440

        2060

        SLU22-1

        600

        500

        10

        186.6

        87.9

        146.5

        55000

        2200

        SLU23-1

        750

        480

        10,5

        173.4

        102.1

        136.1

        54600

        2275

        SLU23-2!

        650

        540

        9

        168.7

        86.1

        132.5

        62640

        2320

        SLU25-1

        750

        470

        11.5

        188.2

        110.8

        147.7

        58750

        2500

        SLU25-2

        600

        440

        11.5

        200

        94.2

        157

        55000

        2500

        SLU25-3

        500

        420

        12

        223

        88.8

        177.6

        52500

        2500

        SLU26-1

        750

        451

        12

        192

        113.2

        151

        58179

        2580

        SLU26-2

        500

        430

        12.5

        236

        92.7

        185.4

        54825

        2550

        SLU26-;1

        650

        540

        10

        186.2

        95

        146.1

        69120

        2560

        SLU27-1

        600

        470

        11.5

        206.8

        97.4

        162.3

        62980

        2680

        SLU28-1

        600

        480

        12

        216

        101.9

        169.8

        68160

        2840

        SLU30-1

        500

        420

        14

        262

        103

        206

        63840

        3040

        SLU32-1

        600

        452

        14

        244

        114.9

        191.5

        72320

        3200

        SLU32-2

        600

        520

        13

        242

        114

        190

        83200

        3200

        SLU32-3

        750

        605

        11

        204

        120

        160

        95893

        3170

        SLU32-4

        700

        560

        12

        222

        122

        174

        90860

        3245

        SLU35-1

        700

        560

        13

        240

        132

        188

        97944

        3498

        SLU35-2

        750

        608

        12

        226

        133

        177

        105336

        3465

        SLU37--1

        750

        610

        13

        243

        143

        191

        114344

        3749

        SLU37-2

        700

        560

        14

        262

        144

        205

        10444

        3730

        SLU40-1

        750

        610

        14

        263

        155

        207

        123373

        4045

        SLU40-2

        700

        560

        15

        280

        154

        220

        111300

        3975

        SLU43--1

        750

        610

        15

        283

        167

        223

        132309

        4338

        SLU46- 1

        750

        615

        16

        302

        178

        237

        142834

        4645

        SLZ Sheet Piles

        The most important characteristics of Z-sections are an extended shape of the wall and equally-spaced location of locks on both sides of the neutral axis. They have a positive impact on the resistance moment. The advantages of Z-sections lie in the following:

        1. Large width and ease in installation.
        2. Competitive resistance moment/weight ratio;
        3. Increased moment of inertia with reduced bend
        4. High corrosion resistance

        Name of profile Width Height Thickness Section area Weight Moment of inertia Elastic section modulus

        B

        H

        S

         

        Separate piles

        Walls

        mm

        mm

        mm

        cm2/m

        kg/m

        kg/m2

        cm4/m

        cm3/m

        SLZ11-1

        575

        260

        8.8

        128.7

        58.1

        101

        14300

        1100

        SLZ11-2

        575

        260

        9.5

        144

        62

        113

        14320

        1140

        SLZ12-1

        670

        302

        8.5

        126

        66.1

        99

        18120

        1200

        SLZ12-2

        770

        344

        8.5

        120

        72.6

        94

        21414

        1245

        SLZ12-3

        575

        260

        10,2

        145.8

        65.8

        114

        15600

        1200

        SLZ13-1

        670

        303

        9.5

        137

        72

        107.5

        19695

        1300

        SL213-2

        770

        344

        9

        126

        76.1

        98.8

        22360

        1300

        SLZ13-3

        575

        260

        10.8

        150

        67.9

        118

        16250

        1250

        SLZ14-1

        670

        304

        10,5

        148.9

        78.3

        116.9

        21280

        1400

        SLZ14-2

        770

        345

        9.5

        131.5

        79.5

        103.2

        23374

        1355

        SLZ14-3

        770

        345

        10

        137

        82.9

        107.7

        24236

        1405

        SLZ14-4

        650

        320

        8

        120

        61

        93.8

        22080

        1380

        SLZ15-1

        700

        420

        7

        112.8

        62

        88.6

        31080

        1480

        SLZ16-1

        575

        350

        8.5

        136.3

        61.5

        107

        28000

        1600

        SLZ17-1

        630

        379

        8.5

        138

        68.4

        108.6

        315518

        1665

        SLZ17-2

        700

        420

        8.5

        133

        73.1

        104.4

        36330

        1730

        SLZ17-3

        575

        350

        9

        142

        64.3

        111.8

        28875

        1650

        SLZ17-4

        575

        370

        9

        148

        66.9

        116

        31912

        1725

        SLZ17-5

        575

        350

        9.5

        149

        67.3

        117

        29750

        1700

        SLZ17-6

        675

        430

        8.5

        141.4

        74.9

        111

        36679

        1706

        SLZ18-1

        630

        380

        9.5

        150

        74.4

        118

        34200

        1800

        SLZ18-2

        700

        420

        9

        139.2

        76.5

        109

        37800

        1800

        SLZ18-3

        575

        350

        9.8

        154

        69.5

        120.9

        30625

        1750

        SLZ18-4

        575

        350

        10

        159

        71.9

        125

        31500

        1800

        SLZ18-5

        675

        420

        9

        150

        79.5

        117.8

        37905

        1805

        SLZ18-6

        630

        381

        10

        157

        77.8

        123

        35624

        1870

        SLZ18-7

        700

        440

        9

        141

        77.5

        110.7

        40546

        1843

        SLZ18-8

        640

        385

        8

        127

        64

        100

        34939

        1815

        SLZ19-1

        630

        381

        10.5

        163

        81

        128.6

        36957

        1940

        SLZ19-2

        700

        421

        9.5

        145.6

        80

        114.3

        39363

        1870

        SLZ19-3

        675

        390

        10

        157.8

        83.6

        123.9

        36367

        1865

        SLZ20-1

        700

        421

        10

        152

        83.5

        119

        41048

        1950

        SLZ23-1

        575

        350

        11

        181

        81.8

        142.3

        40600

        2320

        SLZ24-1

        700

        459

        11.2

        174

        95.7

        136.7

        55768

        2430

        SLZ24-2

        575

        350

        11.5

        189

        85.1

        148

        42000

        2400

        SLZ25-1

        630

        480

        10,5

        185

        91.5

        145

        59040

        2460

        SLZ25-2

        575

        350

        12

        193.6

        87.4

        152

        43400

        2480

        SLZ25-3

        575

        350

        12.5

        197

        89.1

        155

        44450

        2540

        SLZ25-4

        675

        430

        11.5

        182.5

        96.7

        143

        60240

        2510

        SLZ26-1

        630

        470

        11.5

        198

        97.9

        155

        61218

        2605

        SLZ26-2

        700

        460

        12.2

        187

        102.9

        147

        59800

        2600

        SLZ26-3

        575

        350

        12.5

        201

        90.9

        158

        44625

        2550

        SLZ26-4

        575

        350

        13

        206

        93.3

        162

        45500

        2600

        SLZ26-5

        675

        430

        12

        191

        101.2

        150

        55900

        2600

        SLZ27-1

        675

        460

        12

        200

        106.1

        157

        62100

        2700

        SLZ28-1

        630

        440

        12.5

        212

        105

        167

        60720

        2760

        SLZ28-2

        700

        461

        13.2

        200

        110

        157

        63618

        2760

        SLZ34-1

        675

        485

        12

        211.7

        112.1

        166.2

        83057

        3425

        SLZ35-1

        675

        485

        12.8

        218

        115.9

        171.7

        84875

        3500

        SLZ36-1

        675

        485

        13.2

        225.5

        119.5

        177

        87300

        3600

        SLZ37-1

        700

        499

        13.5

        226

        124.2

        17*7.4

        92439

        3705

        SLZ37-2

        675

        485

        13.8

        234

        124.1

        183

        89725

        3700

        SLZ38-1

        675

        485

        14

        240

        127.2

        188

        91665

        3780

        SLZ39-1

        700

        560

        13.5

        240

        131.9

        188

        109200

        3900

        SLZ41-1

        700

        560

        14

        254

        139.5

        199

        114660

        4095

        SLZ46-1

        580

        540

        15

        292

        132.6

        229

        124200

        4600

        SLZ48-1

        580

        570

        15.5

        307

        139.6

        240.7

        137085

        4810

        SLZ50-1

        580

        580

        16

        322

        146.7

        253

        145580

        5020

        SLZ Sheet Piles

        The most important characteristics of Z-sections

        are an extended shape of the wall and equally-spaced location of locks on both sides of the neutral axis. They have a positive impact on the resistance moment. The advantages of Z-sections lie in the following:

        1. Large width and ease in installation.
        2. Competitive resistance moments/weight ratio;
        3. Increased moment of inertia with reduced bend
        4. High corrosion resistance

        Profile name Width Height Thickness Section area Weight Moment of inertia Elastic section modulus

        W

        H

        T

        mm

        mm

        mm

        cm2/m

        kg/m

        cm*/m

        cmJ/m

        SLZ13

        303

        670

        9.5

        142.2

        74.8

        19700

        1300

        SLZ18

        380

        630

        9.5

        156.7

        77.5

        34200

        1800

        SLZ26

        427

        630

        11.5

        206.2

        102

        55525

        2605

        SLZ13-770

        344

        770

        9

        133.5

        80.7

        23220

        1350

        SLZ18-700

        420

        700

        9

        147.8

        81.2

        37800

        1800

        SLZ26-700

        460

        700

        12

        205.6

        113

        61006

        2652

        SLZ12

        270

        600

        10

        149

        70,3

        16200

        1200

        SLZ14

        272

        600

        12

        179

        84.2

        19030

        1400

        SLZ19

        312

        675

        12

        179

        95

        29640

        1900

        PVC sheet piles (plastic sheet pile)

        Usage of plastic sheet walls as a construction element

        Scopes of Applicability

        The characteristics of construction method with the use of sheet pile are as follows:

        • there is no need for earth excavation and its transportation;
        • cutting the time for construction due to the use of ready-for-assembly sheet-pile wall elements, which do not need much space;
        • after assembly the sheet-pile walls take up minimum space;
        • higher safety along with high bearing capability;
        • impervious to weather;
        • make it easy to check the properties of material during the use phase;
        • guarantees a construction material with high accommodation capability and possibility of repeated use, which may be pulled out from the soil simply and without residue 

        Name Allowable moment (m) kN-m/m Rigidity kN-m2-m Resistance moment (Z) cm3/m Moment of inertia (I) cm4/m Thickness (t), mm Depth (D) Width (W) Material Profile configuration

        mm

        mm

        GG-90

        405.9

        14010

        3140

        67730

        13.7

        432

        762

        Composite

        Z

        GG-75

        262

        7457

        2027

        36050

        10,2/10.9

        356

        610

        Composite

        Z

        GG-70

        326.7

        7344

        2022

        35910

        10.8/11.9

        356

        1219

        Composite

        Box

        GG-50

        180.7

        2938

        1118

        14200

        8.3/9.0

        254

        914

        Composite

        Box

        SG-950

        67.37

        1220

        3054

        46567

        16.5

        305

        457

        PVC

        Z

        GG-30

        106.4

        1412

        672

        6828

        6.4

        203

        457

        Composite

        Z

        SG-750

        43.18

        651

        1957

        24854

        11.7

        254

        305

        PVC

        Z

        SG-650

        35.58

        537

        1613

        20484

        11.7

        254

        457

        PVC

        Z

        SG-625

        28.94

        437

        1312

        16660

        9.8

        254

        762

        PVC

        Box

        CL-9900

        23.72

        322

        1075

        12290

        8.9

        229

        610

        PVC

        Box

        SG-550

        23.13

        279

        1048

        10652

        9.4

        203

        305

        PVC

        Z

        GG-20

        74.91

        432

        330

        2322

        4.4/5.1

        140

        610

        PVC

        Box

        SG-525

        20.87

        283

        946

        10788

        7.4

        229

        610

        PVC

        Box

        CL-9000

        19.22

        261

        871

        9969

        7.1

        229

        610

        PVC

        Box

        SG-400

        17.79

        215

        806

        8194

        7.6

        203

        305

        PVC

        Z

        Flat Panel

        17.22

        326

        1086

        12430

        7

        229

        610

        PVC

        Flat

        SG-425

        16.96

        204

        769

        7784

        7.2

        203

        610

        PVC

        Box

        SG-300

        13.88

        147

        629

        5599

        6.4

        178

        305

        PVC

        Z

        SG-325

        13.17

        140

        597

        5326

        6.4

        178

        610

        PVC

        Box

        SG-225

        8.54

        64

        387

        2458

        5.7

        127

        457

        PVC

        Box

        CL-4500

        6.88

        47

        312

        1775

        5.5

        114

        305

        PVC

        S

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