Over recent years, these tests have been developed to help reduce the number of fatalities and injuries related to falls through fragile roofing materials. Increasingly, architects are specifying patent glazing systems that have achieved a non-fragile classification under one or both of the test criteria mentioned above.
We are pleased to share that several of our patent glazing systems have undergone independent testing for non-fragility compliance, achieving high marks and being classified as non-fragile assemblies. Recognizing the evolving standards in non-fragility testing, we installed our own steel-framed test rig at our Dewsbury facility. This allows us to conduct frequent testing on our patent glazing systems as needed. The diverse configurations of patent glazing, determined by factors such as span, glazing bar spacing, glazing slope, glass type, and system design, require test-based validation for each unique setup.
A prime example of this rigorous testing and compliance can be seen in our project at Victoria Coach Station, where 9.5mm laminated safety glass was used and independently tested to meet CWCT TN66 & TN67 standards.
Our extensive testing confirms that all our patent glazing systems can meet non-fragility standards under the ACRM and CWCT tests when installed at any slope with a maximum span of 3 meters, pane width of up to 750mm, and laminated glass of at least 8.8mm thickness. In double-glazed testing, we used outer panes of 6mm toughened glass paired with an 8.8mm laminated inner pane. While non-fragility ratings may be possible with thinner glass in specific situations, we generally recommend using robust materials for optimal safety.