Turap Profil Larssen

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U sheet pile is a service-proven type familiar to both designers and constructors, which is extensively used for permanent structures, temporary earth-retaining works and temporary cofferdams, etc In addition to its rigid structure, its moment of inertia per pile is relatively large, thus allowing repetitive use Available in a range of sections, with section modulus values ranging from 456 to 4042 cm 3 /m WRU category 型型 型型 型型 型型 型型型 型型型型 型型型型 型型型 型型型型 Type Widt h Heig ht Thickne ss Section al area Weight per Weight per Moment of Modulus of

Transcript of Turap Profil Larssen

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         U   sheet pile is a service-proven type familiar to both designers and constructors, which is

extensively used for permanent structures, temporary earth-retaining works and temporary

cofferdams, etc

         In addition to its rigid structure, its moment of inertia per pile is relatively large, thus allowing repetitive

use

         Available in a range of sections, with section modulus values ranging from 456 to 4042 cm3/m 

WRU category     

型号  宽度 高度 厚度 断面积 每桩单重 每米墙身 惯性矩 截面模数

Type Width Height Thickness Sectional area

Weight per pile

Weight per wall

Moment of Inertia

Modulus of section

  mm mm mm Cm2/m Kg/m Kg/ m2 Cm4/m Cm3/m

WRU7 750 320 5 71.3 42.0 56.0 10725 670

WRU8 750 320 6 86.7 51.0 68.1 13169 823

WRU9 750 320 7 101.4 59.7 79.6 15251 953

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WRU10-450 450 360 8 148.6 52.5 116.7 18268 1015

WRU11-450 450 360 9 165.9 58.6 130.2 20375 1132

WRU12-450 450 360 10 182.9 64.7 143.8 22444 1247

WRU11-575 575 360 8 133.8 60.4 105.1 19685 1094

WRU12-575 575 360 9 149.5 67.5 117.4 21973 1221

WRU13-575 575 360 10 165.0 74.5 129.5 24224 1346

WRU11-600 600 360 8 131.4 61.9 103.2 19897 1105

WRU12-600 600 360 9 147.3 69.5 115.8 22213 1234

WRU13-600 600 360 10 162.4 76.5 127.5 24491 1361

WRU18- 600

600 350 12 220.3 103.8 172.9 32797 1874

WRU18- 600

600 350 13 238.5 112.3 187.2 35224 2013

WRU16 650 480 8. 138.5 71.3 109.6 39864 1661

WRU 18 650 480 9 156.1 79.5 122.3 44521 1855

WRU20 650 540 8 153.7 78.1 120.2 56002 2074

WRU23 650 540 9 169.4 87.3 133.0 61084 2318

WRU26 650 540 10 187.4 96.2 146.9 69093 2559

WRU30-700 700 558 11 217.1 119.3 170.5 83139 2980

WRU32-700 700 560 12 236.2 129.8 185.4 90880 3246

WRU35-700 700 562 13 255.1 140.2 200.3 98652 3511

WRU36-700 700 558 14 284.3 156.2 223.2 102145 3661

WRU39-700 700 560 15 303.8 166.9 238.5 109655 3916

WRU41-700 700 562 16 323.1 177.6 253.7 117194 4170

WRU 32 750 598 11 215.9 127.1 169.5 97362 3265

WRU 35 750 600 12 234.9 138.3 184.4 106416 3547

WRU 38 750 602 13 253.7 149.4 199.2 115505 3837

WRU 40 750 598 14 282.2 166.1 221.5 119918 4011

WRU 43 750 600 15 301.5 177.5 236.7 128724 4291

WRU 45 750 602 16 320.8 188.9 251.8 137561 4570

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Z profile sheet pile

              

                   

 

  ADVANTAGES

        Excellent properties with high tensile strength

        Capable of saving steels economically

        Extremely competitive section modulus

        High installation performance with large width 

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WRZ CATEGORY 

Type Width Height Thickness Sectional area

Weight per pile

Weight per wall

Momoent of Inertia

Modulus of section

  mm mm mm Cm2/m Kg/m Kg/ m2 Cm4/m Cm3/m

WRZ16-635 635 379 7 123.4 61.5 96.9 30502 1610

WRZ18-635 635 380 8 140.6 70.1 110.3 34717 1827

WRZ28-635 635 419 11 209.0 104.2 164.1 28785 2805

WRZ30-635 635 420 12 227.3 113.3 178.4 63889 3042

WRZ32-635 635 421 13 245.4 122.3 192.7 68954 3276

WRZ12-650 650 319 7 113.2 57.8 88.9 19603 1229

WRZ14-650 650 320 8 128.9 65.8 101.2 22312 1395

WRZ14-700 700 419 7 111.9 61.5 87.8 30824 1471

WRZ16-700 700 420 8 127.5 70.0 100.0 35074 1670

WRZ22-700 700 419 9 158.6 87.1 124.5 47058 2246

WRZ25-700 700 420 10 175.6 96.5 137.9 52095 2491

WRZ30-700 700 449 11 203.4 111.8 159.7 67025 2986

WRZ32-700 700 450 12 221.3 121.6 173.7 72863 3238

WRZ36-700 700 500 12 227.8 125.2 178.9 91788 3672

WRZ40-700 700 501 13 246.1 135.2 193.2 99086 3956

WRZ44-700 700 551 13 253.2 139.1 198.8 121982 4428

WRZ43-700 700 499 14 274.7 151.0 215.7 107240 4298

WRZ48-700 700 549 14 282.4 155.2 221.7 132529 4828

WRZ45-700 700 500 15 293.5 161.3 230.4 114516 4581

WRZ51-700 700 550 15 301.7 165.8 236.9 141518 5146

WRZ54-700 700 551 16 320.9 176.3 251.9 150443 5461

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Trench profile

 

 

           As an alternative to sheet pile, trench pile is also popular worldwide. Wanze is now producing different kinds of trench piles. In most cases, Wanze produces as per drawings.

Profile WidthThick ness

Height

Weight per

pile     

Weight per

wall   

Section modulus

Moment of

inertia

 

Radius of Gyration

  mm mm mm Kg/m Kg/m2 Cm3/m cm4/m cm

WRGI-1 750 6 95 42.4 56.6 202 975 3.7

WRGI-2 750 7 96 49.6 66.1 234 1139 3.7

WRGI-3 750 8 97 56.8 75.7 266 1304 3.7

                 

WRGII-1

650 6 80 40.5 62.4 190 758 3.1

WRGII-2

650 8 82 53.9 83.0 247 1013 3.1

 

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Corner piles

 

 

 

         Corner sheep pile is a newly developed type produced by rolling, which eliminate the need for welding and other fabrication processes, and is far lighter in weight

        The corner interlocking sections have been improved in shape to prevent loosening

 

 

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L/S profile sheet pile

 

 L Profile  sheet piles 

Profile 

Dimension Mass Momentof Inertia

Elastic

 section

Modulus

Width   B

Height   H

Thickness    T

Per Pile 

Per wall 

  mm mm mm Kg/m Kg/ m2 Cm4/m Cm3/m

WRL1.5 700 100 3.0 21.4 30.6 724 145

WRL2 700 150 3.0 22.9 32.7 1674 223

WRl3 700 150 4.5 35.0 50.0 2469 329

WRL4 700 180 5.0 40.4 57.7 3979 442

WRL5 700 180 6.5 52.7 75.3 5094 566

WRL6 700 180 7.0 57.1 81.6 5458 606

  

S Profile  sheet piles 

Profile 

Dimension Mass Momentof Inertia

Elastic

 section

Modulus

Width   B

Height   H

Thickness    T

Per Pile 

Per wall 

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  mm mm mm Kg/m Kg/ m2 Cm4/m Cm3/m

WRS4 600 260 3.5 31.2 41.7 5528 425

WRS5 600 260 4.0 36.6 48.8 6703 516

WRS6 700 260 5.0 45.3 57.7 7899 608

WRS8 700 320 5.5 53.0 70.7 12987 812

WRS9 700 320 6.5 62.6 83.4 15225 952

 Straight web profile

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       The sheet pile boastes extremely high tensile strength at his interlocking sections .  

 

 

 Profile

Width

B

mm

Height

H

mm

Thickness

T

mm

Section area

A

cm2/m

 

MassG

Moment

of Inertia

cm4/m

Section

Modulus

cm3/m

Per pile

kg/m

 

Per wall

kg/m2

 

 WRX

600-10

600 60 10.0 144.8 68.2 113.6 396 132

WRX

600-11

600 61 11.0 158.5 74.7 124.4 435 143

WRX

600-12

600 62 12.0 172.1 81.1 135.1 474 153

 

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