Scope: Structural glazing façade across multiple elevations
The façade system comprised heat-strengthened ET425 coated glass and toughened units in both laminated and double-glazed (DGU) configurations.
We were instructed to inspect six representative panels across two towers to assess reported defects and determine whether the issue was isolated or indicative of broader quality concerns.
The Challenge
The Challenge
During the construction phase, visible defects began appearing across sections of the installed façade.
The concerns were not limited to a single type of issue.
Several panels showed edge chipping and corner damage. In multiple locations, breakage had already occurred.
Other units displayed noticeable optical distortion that was clearly visible from over 50 metres away well within normal viewing distance for a residential tower of this scale.
In addition to glass-related concerns, installation quality issues were observed. These included:
Missing or improperly seated gaskets
Inconsistent trimming
Alignment inconsistencies across elevations
At this stage of construction, the developer needed clear answers to two questions:
Were these defects originating from manufacturing, or were they caused during handling and installation?
And more importantly, how extensive was the problem?
A full replacement programme would significantly affect cost and schedule. However, leaving defective panels in place would impact both performance and visual quality in a premium residential development.
The project required an independent technical assessment before any corrective action was decided.
Initial Engagement
Initial Engagement
The Glass Company was appointed to conduct a structured on-site inspection and provide an unbiased evaluation of:
Edge processing quality
Coating uniformity and distortion levels
Installation tolerances
Gasket placement and interface detailing
Breakage origin assessment
The objective was not simply to list defects, but to determine responsibility, quantify risk, and define the extent of necessary remediation.
Our Investigation
OUR INVESTIGATION
PHASE 1
Defect Documentation and Location Mapping
We systematically inspected six panels at different locations and documented:
Tower A, Position 09-02 – Laminated Unit
Defect: Severe edge chipping and corner breakage
Cause: Mechanical impact during handling or installation
Pattern: Fracture pattern consistent with high-stress, high-velocity impact on edge zone
Observation: Since processed glass (heat-strengthened or toughened) concentrates compressive stress at the edges with tensile stress in the core, edge impacts result in complete failure
Tower A, Position 30-04 – DGU Unit
Defect: Outer glass (ET425 coated) broken due to point impact; inner clear glass intact
Secondary Issue: 2 mm bubble inclusion detected in inner glass, visible from 2 meters away
Root Cause: Inadequate frame cleaning before glazing installation
PHASE 3
Optical Quality Assessment
During the inspection, we observed significant optical distortion on installed façade panels:
Distance of Observation: Distortion was clearly visible from approximately 50 meters away
Pattern: Wavy, non-uniform reflection of opposite building, indicating variations in surface flatness
Severity: Classified as "moderate" distortion, noticeable but not disabling
Root Cause Analysis – Roller Wave Distortion:
The distortion likely resulted from:
Reflective Coating Effects: The ET425 coating reflects significant heat. During tempering, the coated (reflective) side faces upward, while the uncoated side contacts furnace rollers. The coated side reflects heat, causing the uncoated side to heat faster, creating uneven temperature distribution.
Furnace Temperature Unevenness: Hot spots or cold zones in the tempering furnace create differential heating rates.
Roller Wear or Calibration: Furnace rollers that are worn or not properly aligned create subtle surface undulations during the glass passage.
Quenching Pressure Imbalance: Uneven air pressure during rapid cooling can create surface irregularities.
PHASE 4
Quality Testing – Fragmentation Verification
We conducted on-site fragmentation tests:
6 mm Tempered Glass: 48 particles in 50×50 mm area – PASSED EN 12150 standard
6 mm Heat-Strengthened Glass: Multiple island fragments – PASSED standard requirements
Conclusion: The glass itself meets fragmentation requirements; breakage pattern is appropriate for processing type
Conclusions & Recommendations
conclusions & recommendations for presidential tower
PANEL BREAKAGE
Primary Cause - External mechanical impact during construction