National foreword

This Published Document is the UK implementation of CEN/TS 1090‑201:2024.

The UK participation in its preparation was entrusted to Technical Committee CB/203, Design & execution of steel structures.

A list of organizations represented on this committee can be obtained on request to its committee manager.

Contractual and legal considerations

This publication has been prepared in good faith, however no representation, warranty, assurance or undertaking (express or implied) is or will be made, and no responsibility or liability is or will be accepted by BSI in relation to the adequacy, accuracy, completeness or reasonableness of this publication. All and any such responsibility and liability is expressly disclaimed to the full extent permitted by the law.

This publication is provided as is, and is to be used at the recipient’s own risk.

The recipient is advised to consider seeking professional guidance with respect to its use of this publication.

This publication is not intended to constitute a contract. Users are responsible for its correct application.

This publication is not to be regarded as a British Standard.

Compliance with a Published Document cannot confer immunity from legal obligations.

This Published Document was published under the authority of the Standards Policy and Strategy Committee on 31 October 2024.

This Technical Specification (CEN/TS) was approved by CEN on 5 August 2024 for provisional application.

The period of validity of this CEN/TS is limited initially to three years. After two years the members of CEN will be requested to submit their comments, particularly on the question whether the CEN/TS can be converted into a European Standard.

CEN members are required to announce the existence of this CEN/TS in the same way as for an EN and to make the CEN/TS available promptly at national level in an appropriate form. It is permissible to keep conflicting national standards in force (in parallel to the CEN/TS) until the final decision about the possible conversion of the CEN/TS into an EN is reached.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czechia, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and United Kingdom.

European foreword

This document (CEN/TS 1090‑201:2024) has been prepared by Technical Committee CEN/TC 135 “Execution of steel structures and aluminium structures”, the secretariat of which is held by SN.

Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN shall not be held responsible for identifying any or all such patent rights.

Any feedback and questions on this document should be directed to the users’ national standards body. A complete listing of these bodies can be found on the CEN website.

According to the CEN/CENELEC Internal Regulations, the national standards organisations of the following countries are bound to announce this Technical Specification: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and the United Kingdom.

Introduction

This document specifies requirements for the use of reclaimed structural components in steel structures designed according to the EN 1993 series and executed according to EN 1090‑2.

This document presupposes that the work is carried out with the necessary knowledge and adequate equipment and resources to perform the work in accordance with the execution specification and the requirements of this document.

1 Scope

This document gives complementary provisions to EN 1090‑2 for the use of reclaimed structural components for the execution of steel structures to EXC1, EXC2 and EXC3 (see EN 1090‑2). The provisions apply to products used in structures to be designed (see EN 1993‑1‑1) for quasi-static loading and not subject to fatigue loading.

NOTE 1 The conditions of implementation of this document in a country are at the discretion of the national Standardization Body. Non contradictory requirements, e.g. with regard to seismic loading, can be added.

This document gives requirements for the reusability assessment of reclaimed structural components and constituent products.

This document also gives requirements for the quality assessment of plates, hot rolled profiles and hot finished or cold formed hollow sections in carbon steel used as constituent products (see EN 1090‑2). This includes the declaration of mechanical and geometrical properties as well as weldability.

NOTE 2 The properties to be declared are those listed as required relevant properties to be specified as described in EN 1090‑2:2018+A1:2024, Clause 5.1.

The requirements on quality assessment in this document also apply to the assessment of the mechanical and geometrical properties as well as weldability of fabricated products. The recommendations for the assessment of connections however, and in particular of welds, are non exhaustive and only informative.

This document does not apply to cold-formed structural steel sections and sheeting as described in EN 1090‑4, or mechanical fasteners.

2 Normative references

3 Terms and definitions

4 Deconstruction

5 Assessment of reclaimed structural components

5.1 General

5.2 Reusability assessment

5.3 Quality assessment

5.4 Inspection and test record

6 Testing

6.1 Non-destructive testing

6.2 Destructive testing

7 Fabrication

Bibliography

PD CEN/TS 1090-201:2024

Execution of steel structures and aluminium structures. Reuse of structural steel

Current

Published:

31 Oct 2024