Dimensi Wanhui Sheet Pile
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Transcript of Dimensi Wanhui Sheet Pile
LARSSEN SHEET PILING by Wanhui
U profile sheet pile
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
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
WRU20- 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
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
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
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
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
L/S profile sheet pile
L Profile sheet piles
Profile
Dimension Mass Moment
of 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 Moment Elastic
of Inertia section
Modulus
Width
B
Height
H
Thickness
T
Per Pile
Per wall
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
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
Mass
G
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
Box profile sheet pile
WRU BOX COMBINED SHEET PILE
WRZ BOX COMBINED SHEET PILE
Steel grade for sheet piles
Other steel profiles
We can customize any profile sheet pile according to customers' requirement
other steel profile (Fig.1)
other steel profile (Fig.2)
other steel profile (Fig.3)
other steel profile (Fig.4)
other steel profile (Fig.6)
other steel profile (Fig.7)
other steel profile (Fig.8)
other steel profile (Fig.9)
LARSSEN SHEET PILING by KARST
Larssen sheet piling is one of universal types of sheet-piled enclosures protecting from water and preventing soil destruction. Piles are connected with groove interlock. There are several methods of enclosures construction, including vibration driving, conventional driving, and pile pressing. Larssen sheet pile is formed by driving into soil.
Main application filed for Larssen sheet piling is creating enclosures in construction of hydraulic engineering structures and bridges.
Larssen sheet piling has a number of advantages, such as: variety of types (depending on technical characteristics of the object), good static properties, configuration symmetry, simple and reliable installation, corrosive resistance, increase of working process productivity.
Technological parameters of Larssen sheet piling are quite high and correspond to the international standards.
Larssen sheet piling L4
Specification requirementsFollowing specification requirements apply for hot-rolled steel for L4 type sheet piles, intended for construction of hydraulic engineering structures, bridge engineering, foundation pits and trenches enclosures.
The shape, cross-section, extreme dimension deviations, reference values should correspond to figures 1, 2 and the table:
Drag torque cm3Profile cross-section
area, cm2
Weight of 1 m of
sheet pile, kg
Profile wall thickness
For single sheet pile
For 1 metre of
sheet piling
Nominal size, mm
Extreme deviation, accuracy
Ordinary High
405 2200 94,26 74,0 14,8 ±2 +1; -2
Figure 1. L4 sheet piling profile
Figure 2. Locking part of L4 sheet piling profile
Dimensions without extreme deviations are given for profile design, and are not controlled on finished rolled metal.
The profiles are manufactured 5 to 22 metres in length and supplied:
With specific cut length - from 10 to 22 m; With variable length from 5 to 22 m.
When manufacturing a profile with specific cut length, delivery of rolled metal with variable length in the amount less than 25% of the ordered volume is allowed.
Maximum deviation for profile specific cut length should not exceed +100 mm.
Larssen sheet piling L5
Specification requirementsFollowing specification requirements apply for hot-rolled steel for L5 type sheet piles, intended for construction of hydraulic engineering structures, bridge engineering, foundation pits and trenches enclosures.
Sample identification code for L5 sheet pile profile made from 16 ХГ steel grade: ‘sheet pile profile Л5-16ХГ-ТУ14-2-879-89.
The shape, cross-section, extreme dimension deviations, reference values should correspond to figures 1, 2 and the table:
Drag torque cm3Profile cross-section area,
cm2
Weight of 1 m of sheet pile, kg
Profile wall thickness
For single sheet pile
For 1 metre of sheet piling
Nominal size, mm
Extreme deviation, accuracy
Ordinary High
461 2962 127,40 100,0 21,0 ±2 +1; -2
Figure 3. L5 sheet piling profile
Figure 4. Locking part of L5 sheet piling profile
Dimensions without extreme deviations are given for profile design, and are not controlled on finished rolled metal.
The profiles are manufactured 5 to 22 metres in length and supplied:
With specific cut length - from 10 to 22 m;
With variable length from 5 to 22 m.
When manufacturing a profile with specific cut length, delivery of rolled metal with variable length in the amount less than 25% of the ordered volume is allowed.
Maximum deviation for profile specific cut length should not exceed +100 mm.
Larssen sheet pile is formed by driving into soil. This enclosure is waterproof.
Larssen sheet piling L5-UM
Specification requirementsFollowing specification requirements apply for trial batch of hot-rolled steel for L5-UM trough-type sheet piles, intended for construction of hydraulic engineering structures, bridge engineering, foundation pits and trenches enclosures. The L5-UM sheet pile represent L5-U profile with special lock design implying easier connection of sheet piling elements.
Sample identification code for L5-UM sheet pile made from steel with 235 strength index with technical specifications according to TU 14-102-8-2003: ‘Steel pile Л5-УМ, 235 ТУ 14-102-8-2003The shape and dimensions of the profile should correspond to figure 1.
Figure 5. L5-UM sheet piling profile
The design and dimensions of the locking element should correspond to figure 6
Figure 6. Locking element of L5-UM sheet piling
Dimensions without extreme deviations are given for profile design, and are not controlled on finished rolled profile. Adjustment of particular dimensions not hindering connection of sheet piles in the wall is allowed with the approval by customer.
Cross-section area* Profile weight Calculated perimeterFn, cm2 Wlinear, kg/m Рc**, cm145,07 113,88 188,4
* Cross-section area is calculated for cam bending radius of 18 mm.** For calculation of ground resistance when driving the profile.
The profile is manufactured:
With specific cut length - from 12 to 24 m; With variable length from 5 to 24 m.
When manufacturing a profile with specific cut length, delivery of rolled metal with variable length in the amount less than 25% of the ordered volume is allowed.
Maximum deviation for profile specific cut length should not exceed +100 mm.
Larssen sheet piling can be used in any type of soil.