Floor-standing super large glass curtain wall system

Abstract

The utility model discloses a seat -ground type super -large glass curtain wall system, including glass subassembly and the keel of supporting glass subassembly, is fixed on the building main body through the adapter, adopts seat -ground type installation to curtain wall vertical steel keel, and the dead weight of glass curtain wall is passed through the vertical frame adapter of top and bottom and is delivered to the building main body structure, and the bottom of glass subassembly is supported by the seat -ground type clamping steel piece of clamping glass two sides and the intermediate load bearing support, and the intermediate load bearing support includes the galvanized load bearing block of supporting the glass subassembly on the upper side, and the galvanized load bearing block center is as the axle pin of spacing, and the load bearing block base below, and the load bearing block base is installed on the lower support adapter, and the clamping steel piece is fixed on the support adapter steel piece, and the dead weight load of glass subassembly is delivered to the building main body structure through the support adapter steel piece. The utility model discloses curtain wall vertical steel keel only plays the role of the support rib, and does not bear the gravity load of glass subassembly. The force system is reasonable, realizes the building penetration and the aesthetic effect at the same time, and ensures the rationality and reliability of curtain wall structure.

Claims

1. A ground-mounted, ultra-large glass curtain wall system, comprising glass components (6) and a supporting frame for the glass components (6), fixed to the building structure via adapters, characterized in that, The vertical steel keel of the curtain wall is installed on the ground. The weight of the glass curtain wall is transferred to the main building structure through the top and bottom vertical frame connectors. The bottom of the glass assembly (6) is supported by a ground-mounted clamping steel piece (4) clamping both sides of the glass and a middle load-bearing support. The middle load-bearing support includes a galvanized load-bearing block (1) supporting the upper glass assembly (6), a pivot pin (2) at the center of the galvanized load-bearing block (1) serving as a limit pin, and a load-bearing block base (3) below. The load-bearing block base (3) is installed on the lower support transition steel piece (5). The clamping steel piece (4) is fixed on the support transition steel piece (5). The self-weight load of the glass assembly (6) is transferred to the main building structure through the support transition steel piece (5).

2. The floor-standing ultra-large glass curtain wall system according to claim 1, characterized in that, The top of the glass assembly (6) is fixed to the horizontal steel keel (8) by a horizontal mounting steel piece (7) with a vertical elongated hole. At the same time, the horizontal mounting steel piece (7) is fixed in the vertical elongated hole of the vertical steel keel (9) by fasteners, so as to realize the vertical expansion and contraction of the glass assembly (6) relative to the vertical steel keel (9). The top of the curtain wall vertical steel keel (9) is provided with a vertical elongated hole, which is connected to the channel steel adapter (10), so as to realize the vertical expansion and contraction of the vertical steel keel (9). The glass assembly (6) transfers the wind load perpendicular to the curtain wall surface to the main structure of the building through the horizontal steel keel (8), the vertical steel keel (9), and the channel steel adapter (10).

3. The floor-standing ultra-large glass curtain wall system according to claim 2, characterized in that, The glass assembly (6) is vertically displaced by ±30mm through the vertical elongated hole of the vertical steel keel (9).

4. The floor-standing ultra-large glass curtain wall system according to claim 1, characterized in that, The supporting transition steel component (5) adopts a welded right-angle steel structure as the supporting rib structure. The clamping steel component (4) and the load-bearing block base (3) of the intermediate load-bearing support are respectively fixed to the supporting transition steel component (5) by bolts.

5. The floor-standing ultra-large glass curtain wall system according to claim 1, characterized in that, The panel width (W) of the extra-large glass curtain wall is 3000mm and the height (H) is 10550mm.

6. The floor-standing ultra-large glass curtain wall system according to claim 1, characterized in that, The vertical steel keel of the curtain wall adopts a 320mm deep * 120mm wide * 16mm two sides * 20mm front and back welded right-angle steel structure.

7. The floor-standing ultra-large glass curtain wall system according to claim 1, characterized in that, The glass panel in the glass assembly (6) is configured as follows: 12mm semi-tempered glass + 2.28SGP + 12mm semi-tempered glass Low-e + 16Ar + 12mm semi-tempered glass + 2.28SGP + 12mm semi-tempered glass.

8. The floor-standing ultra-large glass curtain wall system according to any one of claims 1 to 3, characterized in that, The glass assembly (6) is combined with the aluminum profile glass subframe (11) and installed on the vertical steel keel (9) of the curtain wall by pressing with the aluminum profile pressure plate (12).

9. The floor-standing ultra-large glass curtain wall system according to claim 1, characterized in that, The shaft pin (2) is a steel pin with a diameter of 20mm.

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