Fully Hinged Facade Support Joint

Abstract

The invention relates to a fully hinged support connection that enables the vertical supports carrying the building cladding to move in accordance with the relative displacement of the floors during an earthquake.

Description

1 TAR I FNAME Fully Hinged Facade Support Joint Technical Area The invention involves the structural support of building facade claddings, which, during an earthquake, can withstand 10% of the floor slabs. perfect that enables them to move in harmony with each other through their relative displacement. It relates to an articulated support connection. Previous Technique In the known state of the art, the facade strut is described in patent number GB2397310B. The support element is shaped to be compatible with the relative displacement of the floor slabs. It does not have the ability to be modified. In the known state of the art, as described in patent number GB2566254A, the facade strut is 20. The support element is shaped to be compatible with the relative displacement of the floor slabs. It does not have the ability to be modified. In the known state of the art, the facade, as described in patent number JPH1061140A, The vertical support element will make a relative 25° that is perpendicular only to the facade plane of the floor slabs. It has the property of deformation compatible with translation. In the known state of the art, the facade, as described in patent number US9683367B1, The vertical support element is compatible with the relative displacement of the floor slabs. It does not have the ability to change shape. 30 2 Purpose of the Invention The purpose of the invention is to analyze the relative displacement of floors with respect to each other during an earthquake. replacements, uprights carrying the facade cladding and their supports The aim is to prevent additional forces and stresses from occurring on the connections. 5 The advantage of the invention is that, during an earthquake, the mass of the facade cladding... Facade struts that carry horizontal loads, while simultaneously supporting these loads, the floors support effects caused by relative displacement and the effects of these effects on the facade eliminating the effects on the upright and with a fully hinged behavior, facade 10 their struts are designed to carry only the cladding seismic loads It is about enabling them to behave. Explanation of the Figures The attached Figure 1 shows the facade between any two floors in any building. It is a fully hinged connection of the upright to the floor slab, both above and below. Figure 2 shows the floor slab of a facade strut between any two floors in any building. It is a fully articulated connection to their foreheads. 20 The main parts shown in the figures are listed below by number and name. (1) Top floor (2) Subfloor 25 (3) Upper U-shaped support (4) Lower U support (5) Fascia plate (6) Plate set (7) Facade column 30 (8) Joint bolt-1 (9) Oval hole 3 (10) Joint bolt-2 (11) Epoxy anchor (12) Mechanical anchor (13) Fixing anchor Detailed Description of the Invention This invention is the facade strut (7) on which all kinds of facade cladding are supported; upper floor 10 (1) to the bottom surface, bottom floor (2) to the top surface, top floor (1) and bottom floor (2); The relative of the upper floor (1) to the lower floor (2) along the x, y and z axes In case of movement, on the facade strut (7), on the upper U support (3), on the lower U support (4), on the front in plate (5), in plate set (6), in joint bolt 1 (8), in joint bolt 2 (10), In epoxy anchors (11) and mechanical anchors (12), the stress resulting from this movement is 15 and / or a deformation consistent with this movement without causing an internal force. By doing this, it ensures the connection. The dimensions and relative positions of the system components described in these explanations a 20 regarding positions, directions, numbers, production methods, shapes and types There are no limitations. The materials of the components used in this invention, either together or separately, Independently of each other; structural steel, alloy steels, stainless steels or it could be aluminum. In Figure 1, the facade strut (7) is attached to the lower surface of the upper floor (1) and the upper 25 of the lower floor (2). The connection detail to the face has been shared. The upper floor (1) is x relative to the lower floor (2). During the relative movement of the facade strut (7) along the axis, the lower and upper The joint bolt-1 (8) at its end can rotate around its axis. The bottom of the upper floor (1) During the relative movement of the facade strut (7) in the y-direction with respect to the floor (2), The upper U support (3) and lower U support (4) are 30° around the axis of the joint bolt-2 (10). It can rotate. The relative of the upper floor (1) to the lower floor (2) in the z direction. 4 During the movement, the hinge bolt-1 (8) at the lower end of the facade strut (7), oval hole (9) It can move freely in the z direction. In Figure 2, the facade column (7) is shown on the upper floor (1) and lower floor (2) fronts. Connection details have been shared. The x-axis of the upper floor (1) is 5 relative to the lower floor (2). During its relative movement in the direction of the facade strut (7), at its lower and upper ends The joint bolt-1 (8) can rotate around its axis. The bottom of the upper floor (1) During the relative movement of the facade strut (7) in the y-direction with respect to the floor (2), The upper U support (3) and lower U support (4) are around the axis of the joint bolt-2 (10). It can rotate. The relative 10 of the upper floor (1) to the lower floor (2) in the z direction. During the movement, the hinge bolt-1 (8) at the lower end of the facade strut (7), oval hole (9) It can move freely in the z direction. Facade strut (7), box profile, rectangular profile, H profile, I profile, U profile or These are profiles that can be made. 15 made on the top floor (1) and bottom floor (2) in the connections (Figure 2), joint bolt-2 (10), epoxy anchor rod or mechanical dowel It is possible. In the connections made to the top floor (1) and bottom floor (2), fixing anchors (13) can be epoxy anchored rod or mechanical anchor. At the connections to the bottom surface of the top panel (1) and the top surface of the bottom panel (2) (Figure 1), butt 20 The plate set (6) to which plate (5) is attached can be in any form. This plate set (6) Epoxy anchors connecting the (1) bottom surface of the upper floor and the (2) top surface of the lower floor (11) and mechanical anchors (12) can be in different numbers and positions. If connected to the top floor (1) and the bottom floor (2) (Figure 2), 25 The fascia plate (5) is attached directly to the fascia of the upper floor (1) and the fascia of the lower floor (2). It can be connected with anchors (13) or behind the face plate (5), a set of plates (6) This set of plates (6) is formed and placed on the upper floor (1) and lower floor (2) It can connect. Upper U support (3), lower U support (4), fascia plate (5), plate set (6) and facade upright (7) can be produced in the factory or on the construction site. In the solution where the bottom surface of the top floor (1) and the top surface of the bottom floor (2) are connected (Figure 1) Assembly sequence: 5 - the face plate (5) and the plate set (6), the bottom face of the top panel (1) and the bottom panel (2) on the upper surface, with epoxy anchors (11) or mechanical anchors (12) fixing, - upper U support (3) and lower U support (4), hinge bolt-2 to end plates (5) (10) fixing, 10 - hinge bolts to the upper U support (3) and lower U support (4) of the facade strut (7) It is fixed with 1 (8). The assembly sequence in the solution connected to the top floor (1) and bottom floor (2) (Figure 2) is as follows: - joint bolt 2 of (10) 15 to the top floor (1) and bottom floor (2) fixing, - with fixing anchors (13) of the end plate (5) which is attached to joint bolt 2 (10). fixing to the top floor (1) and the bottom floor (2), - Fixing the upper U support (3) and lower U support (4) to the joint bolt 2 (10), - hinge bolt-20 to the upper U support (3) and lower U support (4) of the facade strut (7). It is fixed with 1 (8). The invention provides a solution for improving the behavior of facade supports in earthquake-prone structures. The advantages are that it is manufactured in the workshop without any welding on the facade. 25 It provides. The fact that it can be typified and tabulated ensures the correct solution. This allows for quick selection and production. The invention involves connecting the facade uprights (7) with hinge bolt-1 (8), upper U support (3) and lower U The support (4), upper U support (3) and lower U support (4) are connected with joint bolt-2 (10) 30 to the plate (5), end plates (5) plate set (6) and fixing anchors (13) on top 6 It is a junction connecting the floor (1) and the subfloor (2); the facade strut (7) the ends rotate around the axis of the joint bolt-1 (8), upper U support (3) and lower U movement that allows the support (4) to rotate around the axis of the joint bolt-2 (10) It is characterized by having the ability.

Claims

7 SYSTEMS 1. The invention; facade uprights (7) with hinge bolt-1 (8) upper U support (3) and lower U 5 The support (4), upper U support (3) and lower U support (4) are secured with joint bolt-2 (10). to the plate (5), end plates (5) plate set (6) and fixing anchors (13) on top It is a connection that connects the floor (1) and the subfloor (2); its characteristic is; - The hinge bolt-1 (8) around which the upper end of the facade strut (7) rotates and The upper U support (3) to which the joint bolt-1 (8) is attached, the lower 10 of the facade upright (7) the joint bolt-1 (8) around which the end rotates and joint bolt-1 (8) around the lower U support (4) to which it is attached, the upper U support (3) and the lower U support (4). It has a rotating joint bolt-2 (10).

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