A micro-space side-hanging unit anti-jump structure

Abstract

The invention discloses an anti-jumping structure for a micro-space side-hanging unit body, comprising two anti-jumping hooks spaced opposite to each other, wherein the upper end of each anti-jumping hook is respectively provided with a threaded section, the threaded sections of the two anti-jumping hooks are penetrated with an anti-jumping steel plate, and the two threaded sections above the anti-jumping steel plate are matched with a gasket and a nut respectively. During installation, the anti-jumping hook and the anti-jumping steel plate are first preliminarily combined by nuts without being locked, and the anti-jumping hook is rotated to be in a horizontal state with the anti-jumping steel plate, so that the anti-jumping hook can be inserted between an aluminum alloy hanging weight and a π-shaped weight from a micro-space. After the anti-jumping structure is inserted into place, the anti-jumping hook is rotated 90 degrees to hook the aluminum alloy shoulder pole, the anti-jumping steel plate presses the aluminum alloy hanging weight, and then the anti-jumping hook and the anti-jumping steel plate are locked by nuts, so that the aluminum alloy hanging weight can be prevented from jumping out of the aluminum alloy shoulder pole.

Description

Technical Field

[0001] The invention relates to a micro space side hanging unit body anti-jump structure. Background Art

[0002] Most of the existing large-space side-mounted anti-jumping solutions rely on the unit plate's own weight or machine nails for anti-jumping design. The vertical wind pressure that can be withstood is relatively small, and sufficient installation and operation space is required. Under high wind pressure, the large horizontal decorative strips of the side-mounted unit will be subjected to upward force, and the side-mounted unit is easy to fall off, causing danger. In the case of micro-space side-mounted units, the horizontal distance D (50-70mm) between the concrete side facade and the top crossbeam is small, and the height difference (the vertical distance between the concrete top surface and the hanging code is 400-600) is large. The operating space formed by this is narrow and deep, so it is difficult for mechanical tools to enter and install. At present, there is no better anti-jumping method, and the promotion of micro-space side-mounted units is greatly restricted. Summary of the invention

[0003] The purpose of the present invention is to provide a micro-space side-mounted single body anti-jump structure, which effectively solves the danger that the unit body is prone to cause under the action of high wind pressure.

[0004] In order to achieve the above object, the present invention adopts the following technical solutions:

[0005] A micro-space side-hanging unit anti-jumping structure comprises two anti-jumping hooks spaced opposite to each other, the upper end of each anti-jumping hook is respectively provided with a threaded section, the threaded sections of the two anti-jumping hooks are penetrated with an anti-jumping steel plate, the two threaded sections above the anti-jumping steel plate are matched with a gasket and a nut respectively, during installation, the anti-jumping hook and the anti-jumping steel plate are first preliminarily combined by nuts without locking, and the anti-jumping hook is rotated to be in a horizontal state with the anti-jumping steel plate, so that it can be inserted between an aluminum alloy hanging weight and a π-shaped weight from a micro-space, after the anti-jumping structure is inserted into place, the anti-jumping hook is rotated 90 degrees to hook the aluminum alloy shoulder pole, the anti-jumping steel plate presses the aluminum alloy hanging weight, and then the anti-jumping hook and the anti-jumping steel plate are locked by nuts, so that the aluminum alloy hanging weight can be prevented from jumping out of the aluminum alloy shoulder pole.

[0006] The outer diameter of the anti-jump hook is 8mm.

[0007] The side hanging unit comprises a π-type code, an aluminum alloy shoulder pole, an aluminum hanging code, a male column, a female column, a top crossbeam, a bottom crossbeam and a beam decorative wing. The π-type code is connected to an embedded part by bolts, and the embedded part is inserted into the side facade of the concrete. The aluminum alloy shoulder pole is inserted between the two vertical plates of the π-type code through a double-headed stud assembly. The aluminum hanging codes respectively connected to the two sides of the inserted male and female columns are hung on the aluminum alloy shoulder pole. The top crossbeam is connected between the tops of the male column and the female column, and the bottoms are connected between the bottoms. A beam decorative wing is arranged between the top crossbeam and the bottom crossbeam, and the two sides of the beam decorative wing are correspondingly connected to the male column and the female column. The horizontal distance D between the side facade of the concrete and the top crossbeam is 50-70mm, and the vertical height difference distance H between the top surface of the concrete and the hanging code is 400-600.

[0008] The aluminum hanging weight includes a square vertical plate body, an L-shaped notch is cut out from the rear lower corner of the vertical plate body, a protrusion is convexly arranged on the upper part of the vertical notch of the L-shaped notch, the protrusion is provided with a vertical screw hole for screwing an adjusting bolt into, an L-shaped groove is arranged at the front part of the plate body on the protrusion side, and vertically spaced circular holes are arranged on the bottom plate of the L-shaped groove, bolts are passed through the circular holes and the through holes of the male and female columns on the corresponding sides, and the inserted male and female columns are stuck in the corresponding grooves.

[0009] The aluminum alloy shoulder pole comprises a square tube body, on the outer wall of the rear plate of the square tube body a baffle is protruded, and the baffle is provided with two sockets corresponding to two aluminum hanging weights respectively.

[0010] The beneficial effects of the invention are as follows: the invention can adapt to small spaces and is simple and convenient to install. It is mainly used for preventing the side-hanging unit panels in small spaces, large wind pressures, and large decorative strips from jumping. It has the advantages of simple construction process, beautiful appearance, low cost, etc., and is easy and convenient to construct. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] In order to more clearly illustrate the embodiment of the present invention, the embodiment will be described below with reference to the accompanying drawings.

[0012] Figure 1 It is a schematic diagram of the main structure after installation of the present invention.

[0013] Figure 2 It is a schematic diagram of the top structure of the present invention.

[0014] Figure 3 This is a three-dimensional structural schematic diagram of some components after the anti-jump structure is installed.

[0015] Figures 4 to 7 It is a structural schematic diagram of the installation process of the anti-jump structure of the present invention.

[0016] Figure 8 yes Figure 6 Schematic diagram of the local enlarged structure at point A in the middle.

[0017] Fig. 9 It is a structural diagram of the aluminum hanging code.

[0018] Fig.10 It is a structural schematic diagram of an aluminum alloy shoulder pole. DETAILED DESCRIPTION

[0019] The following examples are merely used to illustrate possible implementations of the present invention, but are not intended to limit the scope of the present invention, so it is necessary to explain them first.

[0020] like Figures 1 to 3 As shown, a micro space side hanging unit anti-jump structure of the present invention comprises two anti-jump hooks 1 spaced opposite to each other, the outer diameter of the anti-jump hooks is 8 mm, a threaded section 11 is provided at the upper end of each anti-jump hook 1, an anti-jump steel plate 2 is passed through the threaded sections 11 of the two anti-jump hooks 1, and the two threaded sections above the anti-jump steel plate 2 are matched with a gasket 3 and a nut 4 respectively.

[0021] like Figures 4 to 8 As shown, when installing the anti-jump structure, firstly, the anti-jump hook and the anti-jump steel plate are preliminarily assembled by gaskets and nuts without locking, and the anti-jump hook is rotated to be in a horizontal state with the anti-jump steel plate, so that it can be inserted between the aluminum alloy hanging weight and the π-shaped weight from the micro space. After the anti-jump structure is inserted into place, the anti-jump hook is rotated 90° to hook the aluminum alloy shoulder pole 20, and the anti-jump steel plate presses the aluminum alloy hanging weight 30, and then the anti-jump hook and the anti-jump steel plate are locked by nuts, so that the aluminum alloy hanging weight 40 can be prevented from jumping out of the aluminum alloy shoulder pole 20. This structure can realize the anti-jump design of the unit body in a small space operation and a high wind pressure area, and the installation is simple and convenient, thereby realizing the anti-jump design of the side-mounted unit body in a micro space.

[0022] The micro space side hanging unit body includes a π-type code 1A, an aluminum alloy shoulder pole 2A, two aluminum hanging codes 3A, a male column 4A, a female column 4B, a top crossbeam 5A, a bottom crossbeam 5B and a crossbeam decorative wing 6A. The π-type code 1A is connected to the embedded part 8A by bolts, and the embedded part is inserted into the side elevation of the concrete. The aluminum alloy shoulder pole 2A is inserted between the two vertical plates of the π-type code 1A, and then connected through the stud assembly 9A. The two aluminum hanging codes 3A connected to the male and female columns on both sides are hung on the aluminum alloy shoulder pole 2A, the top crossbeam is connected to the top of the male and female columns, and the bottom crossbeam is connected to the bottom of the male and female columns. The horizontal distance D between the concrete side elevation and the top crossbeam is 50-70mm, and the vertical height difference distance H between the concrete top surface and the hanging code is 400-600. The distance between the two side vertical plates of the π-type code is 160mm, the length of the anti-jump steel plate is 154mm, and the distance between the aluminum alloy hanging code and the side vertical plate of the π-type code on the corresponding side is 18-20mm.

[0023] like Fig. 9As shown, the aluminum hanging weight 3A includes a square vertical plate body, an L-shaped notch 31 is cut out from the rear lower corner of the vertical plate body, a protrusion 32 is convexly provided on the upper part of one side wall of the plate body of the vertical notch, and the protrusion is provided with a vertical screw hole 33 for screwing in the adjusting bolt, and an L-shaped groove 34 is provided at the front part of the plate body on the protruding side, and the bottom plate of the L-shaped groove is provided with vertically spaced circular holes, and bolts are passed through the circular holes and the through holes of the male and female columns, and the male and female columns are clamped in the corresponding grooves. Specifically, as Fig.10 As shown, the aluminum alloy shoulder pole 2A comprises a square tube body 21, a baffle 22 is provided on the outer wall of the rear plate of the square tube body 21, and the baffle 22 is provided with two sockets 23 corresponding to the aluminum hanging weight.

[0024] The present invention provides a micro-space side-hanging unit anti-jump design for the construction industry, solving the problems of large operating space and low wind pressure in the existing side-hanging anti-jump solution. The present invention has the advantages of simple construction process, beautiful appearance, low cost, simple and convenient construction, strong adaptability, and can be used as a universal product for side-hanging unit panels in small spaces, large wind pressures, and large decorative strips. The construction is simple and convenient, which improves construction efficiency, improves quality, and reduces costs.

Claims

1. An anti-jump structure for a micro-space side-hanging unit, characterized in that: The utility model comprises two anti-jumping hooks which are spaced opposite to each other, and each anti-jumping hook has a threaded section at its upper end, and the threaded sections of the two anti-jumping hooks are penetrated by an anti-jumping steel plate, and the two threaded sections above the anti-jumping steel plate are matched with gaskets and nuts respectively. During installation, the anti-jumping hook and the anti-jumping steel plate are first preliminarily combined with nuts without being locked, and the anti-jumping hook is rotated to be horizontal with the anti-jumping steel plate, so that it can be inserted into the space between the aluminum alloy hanging weight and the π-shaped weight from the micro space. After the anti-jumping structure is inserted into place, the anti-jumping hook is rotated 90 degrees to hook the aluminum alloy shoulder pole, and the anti-jumping steel plate presses the aluminum alloy hanging weight, and then the anti-jumping hook and the anti-jumping steel plate are locked with nuts, so that the aluminum alloy hanging weight can be prevented from jumping out of the aluminum alloy shoulder pole.

2. The anti-jump structure of the micro-space side-hanging unit according to claim 1, characterized in that: The outer diameter of the anti-jump hook is 8mm.

3. The anti-jump structure of the micro-space side-hanging unit according to claim 1, characterized in that: The side hanging unit comprises a π-type code, an aluminum alloy shoulder pole, an aluminum hanging code, a male column, a female column, a top crossbeam, a bottom crossbeam and a beam decorative wing. The π-type code is connected to an embedded part by bolts, and the embedded part is inserted into the side facade of the concrete. The aluminum alloy shoulder pole is inserted between the two vertical plates of the π-type code through a double-headed stud assembly. The aluminum hanging codes respectively connected to the two sides of the inserted male and female columns are hung on the aluminum alloy shoulder pole. The top crossbeam is connected between the tops of the male column and the female column, and the bottoms are connected between the bottoms. A beam decorative wing is arranged between the top crossbeam and the bottom crossbeam, and the two sides of the beam decorative wing are correspondingly connected to the male column and the female column. The horizontal distance D between the side facade of the concrete and the top crossbeam is 50-70mm, and the vertical height difference distance H between the top surface of the concrete and the hanging code is 400-600.

4. The anti-jump structure of the micro-space side-hanging unit according to claim 3, characterized in that: The aluminum hanging weight includes a square vertical plate body, an L-shaped notch is cut out from the rear lower corner of the vertical plate body, a protrusion is convexly arranged on the upper part of the vertical notch of the L-shaped notch, the protrusion is provided with a vertical screw hole for screwing an adjusting bolt into, an L-shaped groove is arranged at the front part of the plate body on the protrusion side, and vertically spaced circular holes are arranged on the bottom plate of the L-shaped groove, bolts are passed through the circular holes and the through holes of the male and female columns on the corresponding sides, and the inserted male and female columns are stuck in the corresponding grooves.

5. The anti-jump structure of the micro-space side-hanging unit according to claim 4, characterized in that: The aluminum alloy shoulder pole comprises a square tube body, on the outer wall of the rear plate of the square tube body a baffle is protruded, and the baffle is provided with two sockets corresponding to the aluminum hanging weights respectively.

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