Piles
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