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ARCELOR SHEET PILING
Download ArcelorMittal catalogue "Steel sheet piles"
1. Z Sections
The most important characteristics of Z-sections are extended shape of the wall and symmetric location of locks at both sides of the neutral axis. They have a positive effect on the drag torque.
The advantages of AZ series, the sections with outstanding characteristics and Larssen lock proven properties are the following:
2. U Sections
U-sections have many advantages:
3. Combined walls / Combined Walls
Sheet piles can be easily connected in special structures, the so-called combined walls, creating systems with high flexural resistance:
Guide piles in combined walls act also as bearing piles, taking significant vertical loads, for example, loads of the crane. Intermediate sheet piles retain the soil and transfer loads.
Combinations:
3.1 King Piles
3.2 HZ 12/AZ18
HZM 12/AZ18
bsys Combination HZM...-12/AZ18 : 1787 mm, 70.35 in
bsys Combination HZ...-12/AZ18 : 1790 mm, 70.47 in
Wall HZ/AZ – is a combined system, which includes:
HZ piles has two different functions in a structure:
ВAll combinations are based on the same principle: structural supports consisting of 1 or 2 HZ piles are interchanged with intermediate double AZ-sections.
Sheet piles function consist in strengthening of soils and transfer of loads; therefore they can be shorter than the main HZ piles. Depending on the combination and steel grade selected, the structure safely can take up bending moments up to 9000 kNm/m.
Remarkable feature of the system of HZ/AZ combined walls is wide range of possible combinations with AZ-sections model range, including new intermediate sheet piles AZ 13-770 and AZ 18-700, as well as extended and reduced sections.
3.3 HZ 24/AZ18
HZM 24/AZ18
bsys Combination HZM...-24/AZ18 : 2258 mm, 88.90 in
bsys Combination HZ...-24/AZ18 : 2270 mm, 89.37 in
3.4 C1
4. Straight Web Section
AS 500 flat sheet piling is developed for creation of closed cylindrical structures supporting soil backfilling.
Stability of the cells consisting of steel envelope and ground filler is provided by their own weight.
Flat sheet piling is most often applied in those projects where rock is located close to ground level, or where it ‘s difficult or impossible to perform anchoring. The structures made from such piles consist of circular cells or cells with a diaphragm depending on construction site conditions, or specific project requirements. The forces emerging in these sections are mainly the horizontal stretching force, requiring the resistance in locks corresponding to horizontal force in the pile wall. AS 500 locking connections are manufactured according to EN 10248
5. Sheet pile elements (Cold formed sections)
Sheet piling elements delivered from PALFROID factory, allow expanding ArcelorMittal Belval and Differdange range of hot-rolled piles, offering broad variety of sections according to the European standards.
Steel piles are supplied, 3 to 9 mm thick, with profiles of the following types: PAU / PAL profiles from 3 to 9 mm and PAZ profiles with thickness 5 - 9 mm.
Development of such profiles led to changes in lock design. Along with small, average and large-sized locks corresponding to particular profiles, presented in the stock, PAZ 44 profiles with intermediate size locks are supplied.
The sheet piling elements, standing out for high manufacturing quality, found wide application in sheet pilings construction for protection of coasts against erosion and destruction.
In addition to the fact that the sheet piling elements are installed along hundreds of kilometres of coastal lines, they can be also used as retaining walls of medium height, or as shields or enclosures for contaminated areas. In such cases, the pile locks are to be filled with bitumen, prior to piles driving.
When sheet pilings are used as noise barriers, sound-absorbing revetment can be installed.