Universal anchoring joint structure

Abstract

The utility model discloses a universal anchoring node structure, which relates to the technical field of connecting pieces and comprises a shell with an opening structure on one side; the cover plate is fixedly connected to the side, provided with the opening, of the shell, a cavity is defined by the cover plate and the shell, a through hole is formed in the cover plate, and the through hole communicates with the cavity; the sliding plate is arranged in the cavity in a sliding mode, a connecting column is arranged on the side, facing the cover plate, of the sliding plate, a threaded hole is formed in the connecting column, the connecting column is located in the through hole, the outer diameter of the connecting column is smaller than the minimum inner diameter of the through hole, and the diagonal length of the sliding plate is larger than the minimum inner diameter of the cavity. According to the universal anchoring node structure, the sliding plate is limited in the cavity, it is guaranteed that the sliding plate can slide in all directions in the cavity, the cavity can limit the sliding plate to rotate by 360 degrees, and therefore when the universal anchoring node structure is connected to the installation plate, the universal anchoring node structure can be fixed to the installation plate. When the mounting plate is mounted outside the wall, universal fine adjustment of the mounting position is achieved, and the mounting flexibility of the mounting plate is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of connecting pieces, and more specifically to a universal anchoring node structure. Background Art

[0002] At present, when installing autoclaved aerated concrete panels or other mounting panels outside a wall, a frame formed by angle steels is first fixed on the main structure, and connectors are provided on the autoclaved aerated concrete panels or other mounting panels. At the same time, bolts are installed on the angle steels. The bolts on the angle steels are threadedly connected with the connectors to fix the autoclaved aerated concrete panels or other mounting panels outside the wall. In the prior art, the connectors usually adopt a Halfen groove structure, but the Halfen groove can only achieve single-direction movement in the horizontal or vertical direction. Since the connectors of the autoclaved aerated concrete panels or other mounting panels are prefabricated and installed, they cannot be adjusted in the later installation process and have poor flexibility. When faced with a frame structure formed by angle steels, the connectors on the existing autoclaved aerated concrete panels or other mounting panels need to make way. The installation has certain limitations for the connectors, and they cannot be adjusted in multiple directions.

[0003] Therefore, how to provide a universal anchoring node structure that can improve the flexibility of the mounting plate is a problem that those skilled in the art urgently need to solve. Utility Model Content

[0004] In view of this, the utility model provides an anchoring node structure, aiming to solve the problems in the above-mentioned background technology and achieve the ability to adjust the installation position in multiple directions during the installation of the installation plate.

[0005] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0006] The utility model provides a universal anchoring node structure, comprising:

[0007] A shell, one side of which is an open structure;

[0008] A cover plate, the cover plate is fixedly connected to a side of the shell provided with an opening, the cover plate and the shell are enclosed to form a cavity, the cover plate has a through hole, and the through hole is connected to the cavity;

[0009] A sliding plate is slidably arranged in the cavity, a connecting column is arranged on the side of the sliding plate facing the cover plate, a threaded hole is arranged on the connecting column, the connecting column is located in the through hole, the outer diameter of the connecting column is smaller than the minimum inner diameter of the through hole, and the diagonal length of the sliding plate is larger than the minimum inner diameter of the cavity.

[0010] According to the universal anchoring node structure provided by the utility model, the four sides of the cover plate extend out of the edge of the shell.

[0011] According to the universal anchoring node structure provided by the utility model, it also includes a connecting steel bar, one end of which is connected to the shell or the cover plate, and the other end extends toward the shell away from the cover plate.

[0012] According to the universal anchoring node structure provided by the utility model, at least two connecting steel bars are provided, and the connecting steel bars are evenly distributed on the shell or the cover plate.

[0013] According to the universal anchoring node structure provided by the utility model, the connecting steel bar is provided with a hook on the side away from the cover plate.

[0014] According to the universal anchoring node structure provided by the utility model, the thickness of the sliding plate is smaller than the depth of the cavity.

[0015] According to the universal anchoring node structure provided by the utility model, the height of the connecting column is equal to the thickness of the cover plate.

[0016] According to the universal anchoring node structure provided by the utility model, the sum of the thickness of the sliding plate and the height of the connecting column is greater than the depth of the cavity.

[0017] According to the universal anchoring node structure provided by the utility model, the connecting steel bars are perpendicular to the cover plate.

[0018] It can be seen from the above technical solution that compared with the prior art, the utility model discloses a universal anchoring node structure, which restricts the sliding plate in a cavity enclosed by a shell and a cover plate, and ensures that the sliding plate can slide in all directions in the cavity, and the cavity can restrict the sliding plate to rotate 360°. When the universal anchoring node structure is connected to a mounting plate, when the mounting plate is installed outside the wall, the sliding plate can slide in all directions to achieve universal fine-tuning of the installation position, thereby improving the flexibility of the installation of the mounting plate. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings in the following description are only embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on the provided drawings without paying creative work.

[0020] Figure 1 A structural schematic diagram of a universal anchoring node structure provided by the utility model;

[0021] Figure 2A three-dimensional diagram of the universal anchoring node structure provided by the utility model;

[0022] Figure 3 A schematic diagram of the structure of the universal anchoring node structure provided by the utility model from another perspective;

[0023] Figure 4 The utility model provides Figure 3 Sectional view in the AA direction;

[0024] Figure 5 A schematic diagram of the structure of the universal anchoring node structure provided by the utility model when it is applied to a mounting plate;

[0025] Figure 6 The utility model provides Figure 5 A partial enlarged view of B in the middle;

[0026] Figure 7 A schematic diagram of the structure of the universal anchoring node structure provided by the utility model connected to the steel cage in the mounting plate;

[0027] Figure 8 The utility model provides Figure 7 A partial enlarged view of C in the middle.

[0028] Among them: 1 is the shell; 2 is the cover plate; 3 is the sliding plate; 4 is the cavity; 5 is the through hole; 6 is the connecting column; 7 is the threaded hole; 8 is the connecting steel bar; 9 is the bent hook; 10 is the mounting plate; 11 is the steel cage. DETAILED DESCRIPTION

[0029] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0030] See also Figure 1-8 The embodiment of the utility model discloses a universal anchoring node structure, including: a shell 1, a cover plate 2 and a sliding plate 3.

[0031] One side of the shell 1 is an opening structure; preferably, the shell 1 is a rectangular shell structure, and the opening is arranged on the side of the shell 1 with a larger area.

[0032] The cover plate 2 is fixedly connected to a side of the shell 1 where an opening is provided. The cover plate 2 and the shell 1 enclose a cavity 4. The cover plate 2 has a through hole 5, which is connected to the cavity 4; that is, the cavity 4 is a rectangular structure, and the through hole 5 is preferably a strip hole structure, and the through hole 5 is arranged at the center position of the cover plate 2.

[0033] The sliding plate 3 is slidably arranged in the cavity 4. A connecting column 6 is arranged on the side of the sliding plate 3 facing the cover plate 2. A threaded hole 7 is arranged on the connecting column 6. The connecting column 6 is located in the through hole 5. The outer diameter of the connecting column 6 is smaller than the minimum inner diameter of the through hole 5. The diagonal length of the sliding plate 3 is larger than the minimum inner diameter of the cavity 4. The threaded hole 7 is arranged on the axis of the connecting column 6. When the sliding plate 3 slides in the cavity 4, the connecting column 6 can also slide in the strip hole. Since the diagonal length of the sliding plate 3 is larger than the minimum inner diameter of the cavity 4, the cavity 4 can limit the sliding plate 3 to rotate 360 ​​degrees, so that during the rotation of the sliding plate 3, the cavity 4 can limit the sliding plate 3 to achieve the locking and loosening of the bolts.

[0034] It should be noted that the utility model restricts the sliding plate 3 within the cavity 4 formed by the shell 1 and the cover plate 2, and ensures that the sliding plate 3 can slide in all directions in the cavity 4, and the cavity 4 can restrict the sliding plate 3 from rotating 360°, so that when the universal anchoring node structure is connected to the mounting plate 10, when the mounting plate 10 is installed outside the wall, the bolts on the frame built by angle steel outside the wall are connected to the threaded holes 7 on the connecting column 6 to achieve the installation, and then the sliding plate 3 can slide in all directions to achieve universal fine-tuning of the installation position, thereby improving the flexibility of the installation of the mounting plate 10.

[0035] In a further embodiment, the four sides of the cover plate 2 extend out of the edge of the shell 1. With such a configuration, when the universal anchor node structure is installed on the mounting plate 10, the cover plate 2 is stuck on the surface of the mounting plate 10. Preferably, the mounting plate 10 is an autoclaved aerated concrete plate, and the universal anchor node structure is preset on the surface of the autoclaved aerated concrete plate. Specifically, the shell 1 or the cover plate 2 can be connected to the steel cage 11 or steel mesh in the autoclaved aerated concrete plate. In other embodiments, the mounting plate 10 can also be a lightweight aggregate concrete plate, a foamed concrete plate, a ceramsite lightweight concrete plate, or a polystyrene particle lightweight concrete plate.

[0036] In a further embodiment, a connecting steel bar 8 is further included, one end of which is connected to the shell 1 or the cover plate 2, and the other end of which extends toward the shell 1 away from the cover plate 2. By setting the connecting steel bar 8, the connecting steel bar 8 is first welded to the steel cage 11 or steel mesh required for making the autoclaved aerated concrete slab, and then the autoclaved aerated concrete slab is formed by foaming, so that the surface of the cover plate 2 away from the shell 1 is flush with the surface of the autoclaved aerated concrete slab formed by foaming.

[0037] In a further embodiment, at least two connecting steel bars 8 are provided, and the connecting steel bars 8 are evenly distributed on the shell 1 or the cover plate 2. In this embodiment, preferably, the four sides of the cover plate 2 extend out of the four sides of the shell 1, and one end of the connecting steel bar 8 is welded to the portion where the cover plate 2 extends out of the shell 1.

[0038] In a further embodiment, the connecting steel bar 8 is provided with a hook 9 on the side away from the cover plate 2. By providing the hook 9 at the end of the connecting steel bar 8 away from the cover plate 2, the hook 9 is used to clamp with the steel cage 11 or steel mesh required for making the autoclaved aerated concrete slab, and the connecting steel bar 8 is welded to the skeleton structure in the steel cage 11 or the steel mesh, thereby improving the connection strength between the connecting steel bar 8 and the steel cage 11 or the steel mesh.

[0039] In a further embodiment, the thickness of the sliding plate 3 is less than the depth of the cavity 4. This arrangement can ensure the smoothness of the sliding plate 3 sliding in the cavity 4, while enabling the sliding plate 3 to slide along the depth direction of the cavity 4, further improving the flexibility of connecting the mounting plate 10 using the universal anchoring node structure.

[0040] In a further embodiment, the height of the connecting column 6 is equal to the thickness of the cover plate 2. With this arrangement, after the mounting plate 10 is fixed by bolts fixed to the angle steel outside the wall, the surface of the connecting column 6 is ensured to be flush with the surface of the cover plate 2, ensuring the flatness requirement of the mounting plate 10.

[0041] In a further embodiment, the sum of the thickness of the sliding plate 3 and the height of the connecting column 6 is greater than the depth of the cavity 4. This arrangement prevents the connecting column 6 from sliding inside the cavity 4 when the universal anchoring node structure is not in use, and prevents the connecting column 6 from being located in the through hole 5 during the subsequent installation process. When adjusting the position of the connecting column 6, installation time is wasted, affecting installation efficiency.

[0042] In a further embodiment, the connecting steel bar 8 is perpendicular to the cover plate 2. The vertical arrangement of the connecting steel bar 8 can maximize the force of connecting the cover plate 2 or the shell 1 with the steel cage 11 or steel mesh required for making the autoclaved aerated concrete slab.

[0043] In this specification, each embodiment is described in a progressive manner, and each embodiment focuses on the differences from other embodiments. The same or similar parts between the embodiments can be referred to each other. For the device disclosed in the embodiment, since it corresponds to the method disclosed in the embodiment, the description is relatively simple, and the relevant parts can be referred to the method part.

[0044] The above description of the disclosed embodiments enables those skilled in the art to implement or use the present invention. Various modifications to these embodiments will be apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention will not be limited to the embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A universal anchoring node structure, characterized in that: include: A shell, one side of which is an open structure; A cover plate, the cover plate is fixedly connected to a side of the shell provided with an opening, the cover plate and the shell are enclosed to form a cavity, the cover plate has a through hole, and the through hole is connected to the cavity; A sliding plate is slidably arranged in the cavity, a connecting column is arranged on the side of the sliding plate facing the cover plate, a threaded hole is arranged on the connecting column, the connecting column is located in the through hole, the outer diameter of the connecting column is smaller than the minimum inner diameter of the through hole, and the diagonal length of the sliding plate is larger than the minimum inner diameter of the cavity.

2. The universal anchoring node structure according to claim 1, characterized in that: The four sides of the cover plate extend out of the edge of the shell.

3. The universal anchoring node structure according to claim 1 or 2, characterized in that: It also includes a connecting steel bar, one end of which is connected to the shell or the cover plate, and the other end of which extends toward the shell and away from the cover plate.

4. The universal anchoring node structure according to claim 3, characterized in that: At least two connecting steel bars are provided, and the connecting steel bars are evenly distributed on the shell or the cover plate.

5. The universal anchoring node structure according to claim 3, characterized in that: The connecting steel bar is provided with a hook on a side away from the cover plate.

6. The universal anchoring node structure according to claim 1, characterized in that: The thickness of the sliding plate is smaller than the depth of the cavity.

7. The universal anchoring node structure according to claim 1, characterized in that: The height of the connecting column is equal to the thickness of the cover plate.

8. The universal anchoring node structure according to claim 1, characterized in that: The sum of the thickness of the sliding plate and the height of the connecting column is greater than the depth of the cavity.

9. The universal anchoring node structure according to claim 3, characterized in that: The connecting steel bars are perpendicular to the cover plate.

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