Group: ArcelorMittal
Catalog excerpts
ArcelorAAittal Sheet Piling Steel Foundation Solutions
Open the catalog to page 1Manalapan Seawall Storm Protection / Erosion Control Palm Beach | Florida | USA AZ 26-700 | 870 t AZ 19-700 | 210 t
Open the catalog to page 2Steel Foundation Solutions Steel Sheet Piling New app for iPad™ and Android™ tablets Links to the online stores on sheetpiling.arcelormittal.com
Open the catalog to page 3Deepwater port, Northport, New Zealand HZ® / AZ® combined wall system Jagged wall Combined walls Stell tubes for foundations Driving caps Durability of steel sheet piles AKILA® sealing system Environmental product declaration Delivery conditions
Open the catalog to page 5Introduction Hot rolled steel sheet piles have been widely used worldwide for the construction of quay walls and breakwaters in harbours, of locks, and of bank reinforcement on rivers and canals. Typical applications are also temporary cofferdams in land and in water, permanent bridge abutments, retaining walls for underpasses or underground car parks, impervious containment walls, etc. ArcelorMittal is the largest steel and mining company in the world, and was created by the merger of Arcelor and Mittal Steel back in 2006. ArcelorMittal is also the world’s largest manufacturer of...
Open the catalog to page 6Wall Cope - preliminary designs of complete solutions including anchorage systems and lifetime calculations, - project optimizations offered to end-users to provide the most competitive piling package, - elaboration of detailed project layouts and supply chains, - assistance and recommendations on pile installation methods and driving equipment, - promotion of “green sheet piles”, including Life Cycle Assessment. Please note that the legal responsibility for the nal structure remains with the owner. Paving base Anchor Wall Asphalt Paving Settlement Duct Existing Bulding Existing Cope Line...
Open the catalog to page 7The essential characteristics of Z-sections are the continuous form of the web and the location of the interlock symmetrically on each side of the neutral axis. Both aspects have a positive influence on the section modulus. The AZ® series, a section with extraordinary characteristics and the proven qualities of the Larssen interlock, - Extremely competitive section-modulus-to-mass ratio. - Increased inertia for reduced deflection. - Large width, resulting in good installation performance. - Good corrosion resistance, the steel being thickest at the critical corrosion points. Width Height...
Open the catalog to page 8S = Single pile D = Double pile Sectional area Elastic section modulus One side, excluding inside of interlocks.
Open the catalog to page 9S = Single pile D = Double pile Elastic section modulus Sectional area One side, excluding inside of interlocks.
Open the catalog to page 10S = Single pile D = Double pile Sectional area Elastic section modulus One side, excluding inside of interlocks.
Open the catalog to page 11AZ® Larssen interlock in accordance with EN 10248. All available AZ sheet piles can be interlocked. Theoretical interlock swing: α max = 5°. Delivery form Single Pile Position A Single Pile Position B Double Pile Form I standard Double Pile Form II on request Bent piles Maximum bending angle: β = 25°. Z-piles are bent in the middle of the web. They are generally delivered as single piles. Double piles are available upon request. Corner sections C9 Special corner sections interlocking with Z-sections make it possible to form corner or junction piles without using fabricated special piles....
Open the catalog to page 12Crimping Pile length ≥ 6 m: 6 crimping points per 3.6 m Amount and layout of crimping points may differ at both ends. Special crimping on request. - Single piles easily bend around the weak axis under driving. - Faster installation progress with double piles. Threaded AZ® double piles are recommended for facilitating the installation process. AZ double piles are not crimped for statical reasons. However, due to customer demand, most of our AZ piles are crimped according to our standard specication, for the following reasons: Tie back system Most sheet pile retaining walls need supplementary...
Open the catalog to page 13The advantages of U-sections are multiple: - A wide range of sections forming several series with various geometrical characteristics, allowing a technically and economically optimum choice for each specific project. - Combination of great profile depth with large flange thickness giving excellent statical - The symmetrical form of the single element has made these sheet piles particularly - The possibility of assembling and crimping the piles into pairs at the mill improves installation quality and performance. - Easy fixing of tie-rods and swivelling attachments, even under water. - Good...
Open the catalog to page 14Width Height Thickness Moment Elastic inertia modulus Static Plastic moment section single pile The moment of inertia and section moduli values given assume correct shear transfer across the interlock. Class 1 is obtained by verification of the rotation capacity for a class 2 cross-section. A set of tables with all the data required for design in accordance with EN 1 993-5 is available from our Technical Department. All PU® sections can be rolled-up or -down by 0.5 mm and 1.0 mm. Other sections on request. A weight reduction of about 10% compared to the 600 mm PU series has been achieved by...
Open the catalog to page 15Elastic section modulus S = Single pile D = Double pile T = Triple pile One side, excluding inside of interlocks.
Open the catalog to page 16S = Single pile D = Double pile T = Triple pile Sectional area Elastic section modulus One side, excluding inside of interlocks.
Open the catalog to page 17S = Single pile D = Double pile T = Triple pile Elastic section modulus Sectional area One side, excluding inside of interlocks.
Open the catalog to page 18S = Single pile D = Double pile T = Triple pile Sectional area Elastic section modulus One side, excluding inside of interlocks.
Open the catalog to page 19Sectional area Elastic section modulus S = Single pile D = Double pile T = Triple pile
Open the catalog to page 20Interlock All AU™, PU® and GU® sheet piles feature Larssen interlocks in accordance with EN 10248. AU, PU and GU-N (exception: GU-400 range) sheet piles can be interlocked with each other. Theoretical interlock swing: max = 5° Delivery form Single Pile Double Pile Standard S-Form Double Pile Z-Form on request Triple Pile Bent piles Maximum bending angle: = 25°. U-piles are bent in the middle of the ange. They are generally delivered as single piles. Double piles are available upon request. Corner sections C9 Special corner sections interlocking with U-sections make it possible to form...
Open the catalog to page 21All ARCELORMITTAL Long catalogs and technical brochures
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