Cold formed steel sheet piles - Part 2: Tolerances on dimensions and shape; German version EN 10249-2:2024

Standard [CURRENT]

DIN EN 10249-2:2024-09

Cold formed steel sheet piles - Part 2: Tolerances on dimensions and shape; German version EN 10249-2:2024

German title
Kaltgeformte Spundbohlen aus Stahl - Teil 2: Grenzabmaße und Formtoleranzen; Deutsche Fassung EN 10249-2:2024
Publication date
2024-09
Original language
German
Pages
13

from 65.70 EUR VAT included

from 61.40 EUR VAT excluded

Format and language options

PDF download
  • 65.70 EUR

  • 82.20 EUR

Shipment (3-5 working days)
  • 81.60 EUR

  • 101.90 EUR

Monitor with the Standards Ticker

This option is only available after login.
Easily subscribe: Save time and money now!

You can also subscribe to this document - together with other important standards in your industry. This makes your work easier and pays for itself after a short time.

Sparschwein_data
Subscription advantages
Sparschwein Vorteil 1_data

Important standards for your industry, regularly updated

Sparschwein Vorteil 2_data

Much cheaper than buying individually

Sparschwein Vorteil 3_data

Useful functions: Filters, version comparison and more

Publication date
2024-09
Original language
German
Pages
13
DOI
https://dx.doi.org/10.31030/3526299

Quick delivery via download or delivery service

Buy securely with a credit card or pay upon receipt of invoice

All transactions are encrypted

Overview

One area of application for sheet piles is permanent use as a building element in hydraulic engineering for quay walls, lock walls, canals, breakwaters, and harbor basins. Another area of application is the temporary securing of excavation pits, where the sheet piles can be removed again after completion of the construction work and backfilling of the excavation pit. Steel sheet piles can be manufactured to be practically watertight. It is possible to work in an excavation pit enclosed by sheet piles (sheet pile casing) even below the water table. The bottom of the excavation pit is sealed either by naturally dense soil or a concrete slab (underwater concrete base). The Romans already used sheet piles, although only wooden sheet piles were used until the beginning of the 20th century. The steel sheet pile in its current form was invented around 1880 by the Bremen state architect Tryggve Larssen. The steel sheet pile consisted of a U-shaped rolled profile with a riveted connecting clamp, the lock. They were manufactured at the Union steelworks in Dortmund from 1902, and when they proved successful, Larssen was granted a patent in 1904. In 1902 the first sheet pile was driven into the ground as a shore revetment in the Hohentorshafen in Bremen. Between 1914 and 1921 the sheet pile profile with interlock was developed, and since then the sheet piles have been connected by interlocking tongue and groove joints during driving, creating a continuous wall. This means that during driving (or other types of installation such as vibration or shaking), each sheet is guided through the interlock of the last piling installed and connected to it by means of positive-fitting. Since then, sheet piles have been rolled from a single piece. Today, sheet pile profiles are differentiated according to the rolling process and their shape. Hot-rolled sheet piles are standardized in DIN EN 10248 and have a U-shape or a Z- or H-shape. Flat profiles are also available. Cold-rolled sheet piles are standardized in DIN EN 10249. The most common profiles are available in lengths from approximately 6 m to 30 m. Sheet piles are made from steels for steel construction. NA 021-00-04-05 UA 'Spundbohlen' ('Sheet piling') at DIN is responsible for this standard.

Content

ICS

77.140.70

DOI

https://dx.doi.org/10.31030/3526299
Replacement amendments

This document replaces DIN EN 10249-2:1995-08 .

Cooperation at DIN

Also available in
Loading recommended items...
Loading recommended items...
Loading recommended items...
Loading recommended items...