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CROSS Safety Report

Fixing brackets for glazing systems

Report ID: 802 Published: 1 January 2019 Region: CROSS-UK

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Please be aware that it might contain information that is no longer up to date. We keep all reports available for historic reference and as learning aids.

Overview

A reporter's organisation has been alerted to several cases of broken glass panels in a canopy at a transportation facility.

The reporter feels that the glass breakages are a result of issues around fixing brackets.

Key Learning Outcomes

For civil and structural design engineers:

  • Fixings between glass and other materials can be critical and often flexibility between them is required to allow for different expansion rates and other minor movements

  • Where specialist glazing systems are used, it is beneficial to have a close working relationship with the supplier from the earliest opportunity to ensure design requirements are met

  • The Construction Industry Research and Information Association (CIRIA) guidance provides general advice on glazing at height – Guidance on glazing at height (C632F)

For construction professionals and clients:

  • Glazing should be installed as per the manufacturer’s instructions. If there are any uncertainties, consider seeking advice the supplier

  • Regular inspections to check safety-critical fixings of glazing units are beneficial to ensure fixings have not become loose

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Over a period of a year, a reporter's organisation has been alerted to several cases of broken glass panels in a canopy at a transportation facility.

The orientation of the panels was a mix of vertical, horizontal, and sloping, with failures in all orientations.

Was Nickel Sulphide (NiS) inclusion the cause of glass breakage?

While the original cases were attributed to vandalism, an inspection report concluded that the cause might be Nickel Sulphide inclusion; a defect that can cause spontaneous shattering in toughened glass. However, instances of NiS inclusion are very rare, and the reporter does not believe it accounts for the number of glass breakages at the site.

An inspection report concluded that the cause might be Nickel Sulphide inclusion; a defect that can cause spontaneous shattering in toughened glass

As a precaution, emergency refurbishment works were carried out that have removed high risk areas of glass, replacing the majority with polycarbonate translucent panels.

Loose steel fixings

During the emergency works, the reporter's organisation carried out their own inspection to see the fixings first-hand and compare to the as-built details. It was observed that at least 20 of the steel fixings had come loose, leaving a number of the large 1m x 2.5m glass panels suspended near vertically from only two of the point fixings.

Issues around fixing brackets

In addition, the glass has countersunk holes to receive the fixing bolt which, in the event of the surrounding rubber gasket failing, would result in a very thin edge of glass sitting on a steel bolt. It is the reporter’s opinion that the glass breakages are a result of issues around fixing brackets. Accordingly, they are monitoring their assets with similar types of monolithic glazing.

Expert Panel Comments

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Expert Panels comment on the reports we receive. They use their experience to help you understand what can be learned from the reports. If you would like to know more, please visit the CROSS-UK Expert Panels page.

This type of fixing is quite common and usually related to laminated glass where a sleeve is provided to minimise point load effects.

Structural glass elements typically fail due to either misadventure or poor detailing/construction practices. Additionally, the glazing panels should have been laminated as they are at height and a failure of one pane would have been held to the other by the laminating material.

Detailing of glass fixings

The cause appears to be unknown, but one possibility not mentioned by the reporter could be repetitive wind flexing of the panels producing vibration which could cause screws or bolts to loosen. For near vertical panels the norm would be for the two bolts at the top of the unit to take the load and the lower bolts to be positioned so that they were not in contact with the glass to allow for differential thermal movement.

Allowing for thermal movement

If a vertical panel is fixed at four supports, it is possible for thermal ratcheting to occur. Thermal stress effects need to be catered for, either by design within the system or by allowing movements to occur.

The reporter is correct in raising concerns over the durability of the gasket to the connection, which can deteriorate in external environments and result in steel to glass contact. It is important to prevent such interfaces from occurring due to the generation of concentrated stresses within the glass that can lead to failure. Inspection regimes to periodically check safety-critical fixings are advisable.

The reporter is correct in raising concerns over the durability of the gasket to the connection, which can deteriorate in external environments and result in steel to glass contact

Issues with Nickel Sulphide

As the report explains, Nickel Sulphide failure is a rare occurrence but can occur for a decade or so after installation depending on circumstances. It is assumed that the glass on this project was heat soaked as is the norm, but this does not guarantee all nickel sulphide was found. If the glass had not been properly heat-soaked, then the whole batch may be at risk. Multiple failures on one building have been observed before.

This report shows that it is important not to jump to the obvious conclusions, and to investigate properly so as not to propose inappropriate remedial works. Failure mechanisms can be complex.

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