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  • Z piles

     The most important characteristics of Z-sections are of extended form of sheet piling and symmetrical arrangement of the locks on both sides of the neutral axis. They have a positive effect on the section moment. Benefits  AZ®series sections with exceptional performance and proven properties of the  Larssen's lock, are as follows: competitive ratio of the moment of resistance and weight; – increased moment of inertia with respect to the reduced sag; – large width, providing a highly productive immersion; – good corrosion resistance due to thickening of profile  in critical corrosion points.

    Section name weight Cemical composition standard  Steel grade
    single pile wall
    kg/m kg/m²
    AZ 12-770 72.6 94                   
    AZ 13-770 76.1 99
    AZ 14-770 79.5 103
    AZ 14-770-10/10 82.9 108
    AZ 12-700 67.7 97
    AZ 13-700 74.0 106
    AZ 13-700-10/10 77.2 110
    AZ 14-700 80.3 115
    AZ 17-700 73.1 104
    AZ 18-700 76.5 109
    AZ 19-700 80.0 114
    AZ 20-700 83.5 119
    AZ 24-700 95.7 137 EN 10248      S 240 GP,S 270 GP,S 320 GP,S 355 GP,S 390 GP,S 430 GP,S 460 AP
    AZ 26-700 102.9 147 ASTM A 328; A 572 Gr. 50; A 690; A 572 Gr. 55; A 572 Gr. 60; A 572 Gr. 65
    AZ 28-700 110.0 157 CSA Gr. 260 W, Gr. 300 W, Gr. 350 W, Gr. 400 W
    AZ 24-700N 89.7 128 JIS SY 295, SY 390
    AZ 26-700N 96.9 138    
    AZ 28-700N 104.1 149
    AZ 36-700N 118.6 169
    AZ 38-700N 126.4 181
    AZ 40-700N 134.2 192
    AZ 42-700N 142.1 203
    AZ 44-700N 149,9 214
    AZ 46-700N 157.7 225
    AZ*    
    AZ 18²) 74.4 118
    AZ 18-10/10 77.8 123
    AZ 26²) 97.8 155
    AZ 46 132.6 229
    AZ 48 139.6 241
    AZ 50 146.7 253

    1) Classification is in accordance with standard EN 1993-5. Class 1 is assigned after checking the rotatory power of the cross sections of Class 2. A set of tables with all the necessary data for the development of the project in accordance with EN 1993-5 can be requested from our technical department. Steel grade S 460 AP in accordance with the specification of the plant is used to order. 2) sections AZ® on request can be rolled with a thickness of 0.5 mm plus -minus and 1.0 mm

  • Pan sections piles

     Pan sections piles have many advantages: – a variety of sections of which formed several series with various geometrical characteristics, allows selection of the most technically and economically viable solutions for each individual project; – combination of great depth  of the profile with a large flange thickness provides excellent static properties profiles; – symmetrical shape pile makes these sections particularly suitable for reuse; – the possibility of assembling and fixing profiles in pairs at the factory allows to improve the quality and performance of immersion; – easy mounting anchors and joints available even under water; – good corrosion resistance due to thickening of profile  in critical corrosion points.

    section name weight Cemical composition standard Steel grade
    single pile wall
    kg/m kg/m²
    AU™sections        
    AU 14 77,9 104
    AU 16 86,3 115
    AU 18 88,5 118
    AU 20 96,9 129
    AU 23 102,1 136
    AU 25 110,4 147
    PU® sections    
    PU 12 66,1 110
    PU 12-10/10 69,6 116
    PU 18-1 72,6 121
    PU 18 76,9 128
    PU 18+1 81,1 135
    PU 22-1 81,9 137
    PU 22 86,1 144
    PU 22+1 90,4 151 EN 10248      S 240 GP,S 270 GP,S 320 GP,S 355 GP,S 390 GP,S 430 GP,S 460 AP
    PU 28-1 97,4 162 ASTM A 328; A 572 Gr. 50; A 690; A 572 Gr. 55; A 572 Gr. 60; A 572 Gr. 65
    PU 28 101,8 170 CSA Gr. 260 W, Gr. 300 W, Gr. 350 W, Gr. 400 W
    PU 28+1 106,2 177 JIS SY 295, SY 390
    PU 32 114,1 190    
    GU™sections    
    GU 6N  41,9 70
    GU 7N 44,1 74
     GU 7S 46,3 77
    GU 8N 48,5 81
    GU 8S 50,8 85
    GU 13N  59,9 100
    GU 14N 64,3 107
    GU 15N 68,7 115
    GU 16N  72,6 121
    GU 18N 76,9 128
    GU 20N 81,1 135
    GU 21N 81,9 137
     GU 22N 86,1 144
    GU 23N 90,4 151
    GU 16-400 62 155
    GU 18-400 69,3 173

    The values in the table are the moment of inertia and moment of resistance characterize the lateral force transmitted through the lock. 1) EN 1993-5: Class 1 is assigned after checking the rotatory power of the cross sections of Class 2. A set of tables with all the necessary data for the development of the project in accordance with EN 1993-5 can be requested from our technical department. thickness of all PU® sections may be changed for ± 0,5-1 mm per order.  

  • Hot-rolled sheet piling sections

    1)  The section modulus values of the U-sections may only be used in structural analyses if at least every second interlock in the wall is interlocked in such a way that it can 

     section name weight Cemical composition standard Steel grade
    single pile wall
    TKL kg/m kg/m²
    TKL 601 46,3 77,2 EN 10248      S 240 GP,S 270 GP,S 320 GP,S 355 GP,S 390 GP,S 430 GP,S 460 AP
    TKL 602 53,4 89
    TKL 603 64,2 107
    TKL 603C 72,1 120,2 ASTM A 328; A 572 Gr. 50; A 690; A 572 Gr. 55; A 572 Gr. 60; A 572 Gr. 65
    TKL 604 73,1 121,8
    TKL 604C 75,2 125,3
    TKL 605 82,1 136,8    
    TKL 605C 85,7 142,8 CSA Gr. 260 W, Gr. 300 W, Gr. 350 W, Gr. 400 W
    TKL 606L 85,4 142,3
    TKL 606 93,9 156,5    
    TKL 504L 63,5 127 JIS SY 295, SY 390
    TKL 504 70,3 140,6

     

  • Sheet piles SLU

    U sheet pile has many advantages as following: 1.Lit combines great profile depth and has excellent statical properties; 2.It is quite suitable for re-use due to the symmetrical form of the single element; 3.lt is possible to assemble the piles into pairs in the factory, this way could improve the quality and performance of installation; 4.Good corrosion resistance performance

     

    section name weight Cemical composition standard Steel grade
    pile sheet piling
    kg/m kg/m2
    SLU5-1 56.4 94    
    SLU5-2 66.7 111
    SLU6-1 42.2 70.33
    SLU7-1 44 73.33
    SLU7-2 46.2 77
    SLU7-3 46.9 78.17
    SLU8-1 48.7 81.17
    SLU8-2 51.8 86.33
    SLU8-3 53.4 89
    SLU8-4 51.3 68.4
    SLU9-1 49.5 82.5
    SLU9-2 56.8 94.7
    SLU9-3 59.9 79.9
    SLU10-1 53.9 89.8
    SLU11-1 58.1 96.8
    SLU11-2 62 103.3 m EN 10248      S 240 GP,S 270 GP,S 320 GP,S 355 GP,S 390 GP,S 430 GP,S 460 AP
    SLU12-1 66.1 110.17 ASTM A 328; A 572 Gr. 50; A 690; A 572 Gr. 55; A 572 Gr. 60; A 572 Gr. 65
    SLU12-2 64.8 108 CSA Gr. 260 W, Gr. 300 W, Gr. 350 W, Gr. 400 W
    SLU12-3 68.1 113.5 JIS SY 295, SY 390
    SLU12-4 56.5 113    
    SLU12-5 67.6 96.57  
    SLU12-6 70 116.7  
    SLU12-7 65 144.4  
    SLU13-1 65.6 97  
    SLU13-2 72 120  
    SLU13-3 60.7 121.4  
    SLU13-4 72.1 103  
    SLU13-5 87.8 125.4  
    SLU13-6 65.9 131.8  
    SLU13-7 77 128.3  
    SLU13-8 74.9 130.3  
    SLU14-1 77.8 103.7  
    SLU14-2 70.6 104.5  
    SLU15-1 75.3 112  
    SLU15-2 69.3 138.6  
    SLU16-1 86.2 115  
    SLU16-2 64 160  
    SLU16-3 73.8 123  
    SLU16-4 83 118.6  
    SLU16-5 72.8 112  
    SLU17-1 89.1 119    
    SLU17-2 88 176
    SLU17-3 71.5 110
    SLU17-4 72.5 121
    SLU18-1 88.5 118
    SLU18-2 69.3 173.25
    SLU18-3 77.9 129.8
    SLU20-1 96.8 129
    SLU20-2 83.5 139
    SLU20-3 87.5 145.8
    SLU20-4 77.5 155
    SLU20-5 98.5 131.3
    SLU20-6; 76.6 117.8
    SLU21-1 99.7 133
    SLU21-2 81.9 136.5
    SLU22-1 87.9 146.5 EN 10248      S 240 GP,S 270 GP,S 320 GP,S 355 GP,S 390 GP,S 430 GP,S 460 AP
    SLU23-1 102.1 136.1 ASTM A 328; A 572 Gr. 50; A 690; A 572 Gr. 55; A 572 Gr. 60; A 572 Gr. 65
    SLU23-2! 86.1 132.5 CSA Gr. 260 W, Gr. 300 W, Gr. 350 W, Gr. 400 W
    SLU25-1 110.8 147.7 JIS SY 295, SY 390
    SLU25-2! 94.2 157    
    SLU25-2! 88.8 177.6
    SLU26-1 113.2 151
    SLU26-2 92.7 185.4
    SLU26-;1 95 146.1
    SLU27-1 97.4 162.3
    SLU28-1 101.9 169.8
    SLU30-1 103 206
    SLU32-1 114.9 191.5
    SLU32-2 114 190
    SLU32-;I 120 160
    SLU32-^I 122 174
    SLU35-"1 132 188
    SLU35-: 133 177
    SLU37--1 143 191
    SLU37-2 144 205
    SLU40-11 155 207
    SLU40-2 154 220
    SLU43--1 167 223
    SLU46- 1 178 237

     

  • Sheet piles SLZ

    Z sheet pile, with continuous form of the web and the location of the interlock symmetrically on each side of the eneutral axis, it has great improvement on the section  1.    Large width, good installation performance; 2.     Extremely competative of section - modulus to mass ratio; 3.    Increased inertia for reduced deflection  Good corrosion resistance

    section name weight Cemical composition standard Steel grade
    pile sheet piling
    kg/m kg/m2
    SLZ11-1 58,1 101                   
    SLZ11-2 62 113
    SLZ12-1 66,1 99
    SLZ12-2 72,6 94
    SLZ12-3 65,8 114
    SLZ13-1 72 107,5
    SL213-2 76,1 98,8
    SLZ13-3 67,9 118
    SLZ14-1 78,3 116,9
    SLZ14-2 79,5 103,2
    SLZ14-3 82,9 107,7
    SLZ14-4 61 93,8
    SLZ15-1 62 88,6 EN 10248      S 240 GP,S 270 GP,S 320 GP,S 355 GP,S 390 GP,S 430 GP,S 460 AP
    SLZ16-1 61,5 107 ASTM A 328; A 572 Gr. 50; A 690; A 572 Gr. 55; A 572 Gr. 60; A 572 Gr. 65
    SLZ17-1 68,4 108,6 CSA Gr. 260 W, Gr. 300 W, Gr. 350 W, Gr. 400 W
    SLZ17-2 73,1 104,4 JIS SY 295, SY 390
    SLZ17-3 64,3 111,8    
    SLZ17-4 66,9 116    
    SLZ17-5 67,3 117    
    SLZ17-6 74,9 111    
    SLZ18-1 74,4 118    
    SLZ18-2 76,5 109    
    SLZ18-3 69,5 120,9    
    SLZ18-4 71,9 125    
    SLZ18-5 79,5 117,8    
    SLZ18-6 77,8 123    
    SLZ18-7 77,5 110,7    
    SLZ18-8 64 100    
    SLZ19-1 81 128,6    
    SLZ19-2 80 114,3    
    SLZ19-3 83,6 123,9    
    SLZ20-1 83,5 119                   
    SLZ23-1 81,8 142,3    
    SLZ24-1 95,7 136,7    
    SLZ24-2 85,1 148    
    SLZ25-1 91,5 145    
    SLZ25-2 87,4 152    
    SLZ25-3 89,1 155    
    SLZ25-4 96,7 143    
    SLZ26-1 97,9 155    
    SLZ26-2 102,9 147    
    SLZ26-3 90,9 158    
    SLZ26-4 93,3 162    
    SLZ26-5 101,2 150 EN 10248      S 240 GP,S 270 GP,S 320 GP,S 355 GP,S 390 GP,S 430 GP,S 460 AP
    SLZ27-1 106,1 157 ASTM A 328; A 572 Gr. 50; A 690; A 572 Gr. 55; A 572 Gr. 60; A 572 Gr. 65
    SLZ28-1 105 167 CSA Gr. 260 W, Gr. 300 W, Gr. 350 W, Gr. 400 W
    SLZ28-2 110 157 JIS SY 295, SY 390
    SLZ34-1 112,1 166,2    
    SLZ35-1 115,9 171,7    
    SLZ36-1 119,5 177    
    SLZ37-1 124,2 17*7,4    
    SLZ37-2 124,1 183    
    SLZ38-1 127,2 188    
    SLZ39-1 131,9 188    
    SLZ41-1 139,5 199    
    SLZ46-1 132,6 229    
    SLZ48-1 139,6 240,7    
    SLZ50-1 146,7 253    

      

  • Sheet piles PVC (plastic piles)

    Use of the plastic sheet piles as a construction element

    Application area:

    Construction method using the piles has the following characteristics:

    •        unnecessary ground excavation and transportation

    •        reduces the time of construction in connection with the use of ready-to-install and do not require a lot of space elements of sheet walls

    •        sheet pile walls take up little space after installation

    •        improves the safety and has a high load-bearing capacity

    •        does not depend on the weather

    •        makes it easier to check the properties of the material during the phases of use

    •        building material ensures a high accommodative ability and recyclable which can easily and without residue from the soil extracted.

    section name

    Admissible moment (M) kN-m/m

    Stability kN-m2-m

    section moment (Z) cm 3/m

    moment of inertia (I) cm 4/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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