Hanging type full glass curtain wall, which glass rib and glass panel support by hanging, glass curtain wall weight by the structure of the upper beam bearing, so the glass curtain wall is vertical, smooth surface, reflection true.The more important is under the impact of the earthquake or wind, the glass is made of elastic deformation in a certain extent, avoiding the stress concentration caused by the broken glass.1995 January in Japan Osaka and Kobe earthquake, hanging type full glass curtain wall of intact rate is far greater than the seating type full glass curtain wall, besides the place type full glass curtain wall are generally less than 6m height.
After the survey, the main reason for hanging type full glass curtain wall is partially destroyed:
1.The damage of the whole curtain wall is caused by the destruction of the concrete structure;
2.An expansion bolt loose, weld fracture or combined steel clip fracture of hanging steel structure;
3.Glass edge of the original collapse or the use of drilling process;
4.The glass and metal rails distance is too small;
5.The bond between glass silicone adhesive failure.
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