The difference between pull rod point type glass curtain wall and cable point type glass curtain wal

1. pull rod point type glass curtain wall

The pull rod point connection all glass curtain wall is a stainless steel bar flexible support structure instead of a rigid truss structure. The utility model relates to a pull rod type point feeding all glass curtain wall, which adopts a prestressed double-layer pulling rod structure. The general design of symmetrical type, this is because the wall not only to be under positive pressure, but also bear the negative pressure, positive pressure bearing cable in negative pressure becomes stable and the negative pressure rod; a bearing rod in positive pressure when it becomes stable cable. Thus, the force integrity of the double deck bar structure under the condition of positive and negative wind pressure is guaranteed. The double pull rod structure construction and design is very close contact, design, construction steps must be considered, in particular must be pre specified prestress and the laying of the panel procedure, the actual construction must be carried out in strict accordance with the provisions of the procedures.

2. cable point type glass curtain wall

The cable point type all glass curtain wall is a flexible support structure made of stainless steel cable instead of rigid truss structure. The cable type point connection all glass curtain wall adopts prestressed double-layer suspension structure. The general design of symmetrical type, this is because the wall not only to be under positive pressure, but also bear the negative pressure, positive pressure in the negative pressure bearing cable becomes stable cable; and negative pressure bearing cable in positive pressure when it becomes stable cable. Thus, the mechanical integrity of double layer cable structure under the condition of positive and negative wind pressure is guaranteed. Double suspension structure design and construction is closely connected, when the design, must advance considering construction steps, in particular must be pre specified prestress and the laying of the panel procedure, the actual construction must be carried out in strict accordance with the provisions of the procedures.