Glazing Canopy, UsageApplication residential, Material toughened glass

This system has a broad selection of custom applications whether incorporated to glass facade to steel / concrete columnsglass facade to structural glass finsglass facade to tension truss systemroof glass to steelroof glass to tension truss canopy glass fixed to framing glass balustradedreamworks structural glazing, Canopy, Facade is a non-branded option term given to a fa ade of the establishment that has been covered with any particular type of cladding material, Glazing were, Glass. Initially adopted presented as of windows for the envelope of the structure intended for receiving natural light as well as to offer ventilation whenever required. The subsequent architectural aspirations resulted in the development of curtain glazing within the setting that features the glazing started getting anchored on the face of the building giving a continuous glazed fa ade. In the case of curtain glazing, The glass is necessary to be fixed on to the aluminium /steel/tension truss framework utilizing mechanical fixing with external pressure plate and cover plate. The architectural aspirations further expected elimination of the band of pressure plate and cover plate being seen from outside in the case of curtain glazing. This resulted in the development of structural glazing system where the glass is fixed on to the aluminium frame work by means of therebyeliminating the, Structural silicon externally visible pressure plate and cover plate band. The structural glazing initially was developed with all design and engineering aspects similar to curtain glazing with the complete framework of mullions and transoms added with a structurally glazed shutter framework fixed on to the main framework mechanically from the outside within the structure this modified curtain glazing system to structural glazing system was termed as stick system based structural glazing. The curtain glazing and the stick system based structural glazing are rigidly anchored to the structure'structure with limited capacity to cater toward the facility end movements. When the buildings in developed countries were taken up lot of, For high, Rise structures engineering efforts were put in to design the structural load, Dead load and live load and all material inputs were designed for light weight concept. Therefore, When the structures were designed with light excessive permissible, Weight material design way and live load movements were expected, Resulting in substantial building end movements in vertical alongside horizontal directions. This further demanded assessment of the fa ade glazing system, Specially tailored to serve to building end movements. When the buildings were designed high, Rise, It was also not possible to perform the anchoring of the glass to the glazing system from outadjacent to the building. The subsequent research on these aspects further graduated the glazing system to unitised system based structural glazing. The system was thus developed with male, Female combination of profiles with pressure equalization systems to substantially serve the requirements of all possible building end movements on the horizontal direction due to permissible design sway of the building as well as in an upright position direction as a result of live load. Due to the constant high demands from architects the structural system allows for freedom to create distinctive facades, Roofs and canopies etc as demanded in this era. Applications building facadesshopping centersgrandstandsairportsoffice buildingscar showroomscollegesresidential dwellingsretail / mallshigh rise towersvillas