Industrial networks - Profiles - Part 5-12: Installation of fieldbuses - Installation profiles for C...
IEC 61784-5-12:2024 RLV contains both the official IEC International Standard and its Redline version. The Redline version is available in English only and provides you with a quick and easy way to compare all the changes between the official IEC Standard and its previous edition.
IEC 61784-5-12:2024 specifies the installation profile for CPF 12 (EtherCATâ„¢).
The installation profile is…
Injection containers and accessories — Part 2: Closures for injection vials
This document specifies the shape, dimensions, material, performance requirements and labelling of closures for injection vials covered by ISOÂ 8362-1 and ISOÂ 8362-4.
The dimensional requirements are not applicable to barrier-coated closures.
Closures specified in this document are intended for single use only.
NOTE           The potency, purity, stability and safety of a medicinal product during…
Hydrometry — Low cost baffles to aid fish passage on triangular profile gauging weirs
This document specifies how to integrate baffles to aid the passage of fish on the downstream face of triangular profile weirs that conform to ISO 4360 (including Crump weirs) and ISO 4377 (flat-V weirs).
Maintenance and repair of concrete structures — Part 3: Design of repairs
This document defines basic considerations and decision-making for the specification of repair remedies, and management strategies for reinforced and unreinforced concrete structures. This document covers only atmospherically exposed structures, and buried or submerged structures, if they can be accessed.
This document specifies repair design principles, and strategies for defects and on-going…
Maintenance and repair of concrete structures — Part 2: Assessment of existing concrete structures
This document describes general requirements and procedures for the assessment of concrete structures.
The assessment can be initiated under the following circumstances, but not limited to:
a)Â Â Â Â Â Â an anticipated change in use or extension of design service life;
b)Â Â Â Â Â Â structural deterioration due to time-dependent actions such as corrosion of reinforcement, fatigue, etc.;
c)       safety…