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ISO 15835-1:2009 Steel for the reinforcement of concrete - Reinforcement couplers for mechanical splices of bars Part 1: Requirements

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Abbreviation
ISO 15835-1:2009
Valid from
25/03/2009
Information provider
Standards New Zealand,
Author
International Organisation for Standardization
Information type
ISO Standard,
Format
PDF, HARD COPY,
Cited By
This resource is cited by 3 documents (show Citations)
Cites
This resource cites 1 document (show Citations)
Description

This Standard specifies requirements for reinforcement couplers to be used for splicing of steel reinforcing bars.

It specifies requirements for couplers to be used for mechanical splices in reinforced concrete structures under predominantly static loads and additional requirements for couplers to be used in structures subject to high cycle elastic fatigue loading and/or to low cycle elastic-plastic reverse loading.

It is intended to be applicable in relation to the various reinforced concrete design standards as well as in relation to the various standards for steel reinforcing bars.

The Standard also provides directions for the evaluation of conformity of couplers.

Compression-only couplers such as end bearing sleeves are not covered by ISO 15835-1:2009.

For assistance with locating previous versions, please contact the information provider.
Notes/comments

Note: Original citation from NZS 4230:2004 was to a committee draft version ISO/CD 15835. This draft was then published in two parts as ISO 15835-1:2009 and ISO 15835-2:2009

View on Information Provider website
For assistance with locating previous versions, please contact the information provider.

Note: Original citation from NZS 4230:2004 was to a committee draft version ISO/CD 15835. This draft was then published in two parts as ISO 15835-1:2009 and ISO 15835-2:2009

This resource is cited by:

ISO 15835-1:2009 Steel for the reinforcement of concrete - Reinforcement couplers for mechanical splices of bars Part 1: Requirements

This document is CITED BY:

ISO 15835-1:2009 Steel for the reinforcement of concrete - Reinforcement couplers for mechanical splices of bars Part 1: Requirements

Description

This Standard specifies requirements for reinforcement couplers to be used for splicing of steel reinforcing bars.

It specifies requirements for couplers to be used for mechanical splices in reinforced concrete structures under predominantly static loads and additional requirements for couplers to be used in structures subject to high cycle elastic fatigue loading and/or to low cycle elastic-plastic reverse loading.

It is intended to be applicable in relation to the various reinforced concrete design standards as well as in relation to the various standards for steel reinforcing bars.

The Standard also provides directions for the evaluation of conformity of couplers.

Compression-only couplers such as end bearing sleeves are not covered by ISO 15835-1:2009.

View on Information Provider website
ISO 15835-1:2009 Steel for the reinforcement of concrete - Reinforcement couplers for mechanical splices of bars Part 1: Requirements
Description

This Standard specifies requirements for reinforcement couplers to be used for splicing of steel reinforcing bars.

It specifies requirements for couplers to be used for mechanical splices in reinforced concrete structures under predominantly static loads and additional requirements for couplers to be used in structures subject to high cycle elastic fatigue loading and/or to low cycle elastic-plastic reverse loading.

It is intended to be applicable in relation to the various reinforced concrete design standards as well as in relation to the various standards for steel reinforcing bars.

The Standard also provides directions for the evaluation of conformity of couplers.

Compression-only couplers such as end bearing sleeves are not covered by ISO 15835-1:2009.

View on Information Provider website
This resource cites:

ISO 15835-1:2009 Steel for the reinforcement of concrete - Reinforcement couplers for mechanical splices of bars Part 1: Requirements

This document CITES:
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