Connecting joint of ALC wallboard and steel beam

Abstract

The utility model discloses a connecting node of an ALC wallboard and a steel beam, which comprises an I-shaped steel beam, the upper end of the steel beam is fixedly connected with an upper wallboard through an upper bonding mortar layer, and the lower end of the steel beam is fixedly connected with a lower wallboard through a lower bonding mortar layer. The outer protection structure has the beneficial effects that the outer protection structure consisting of the lining steel wire mesh, the hooks and the hanging columns is arranged, so that the ALC wall plate can shield the left wall plate and the right wall plate which are mounted on the two sides of the steel beam through the outer protection structure in the mounting period, and the left wall plate and the right wall plate can be firmly mounted on the side wall of the steel beam; the left wall plate and the right wall plate can be stably protected, the stability of the connecting effect of the left wall plate and the right wall plate is ensured, deviation is not prone to occurring, and the left wall plate and the right wall plate can provide the stable carrying effect for follow-up mortar leveling layer laying and follow-up indoor decoration construction according to the structural connecting stability of the left wall plate and the right wall plate.

Description

Technical Field

[0001] The utility model relates to the field of construction engineering, in particular to a connection node between an ALC wall panel and a steel beam. Background Art

[0002] Autoclaved lightweight aerated concrete partition panels, or ALC panels for short, offer advantages such as lightweight, excellent fire and sound insulation, environmental friendliness, cost-effectiveness, and convenient construction. Made primarily from silica sand, cement, and lime, these porous concrete products are reinforced with rust-resistant steel bars and cured under high temperature, high pressure, and steam. They offer excellent sound insulation and absorption, as well as excellent thermal insulation. Their lightweight specific gravity of 0.5 is one-quarter that of ordinary concrete, significantly reducing the wall's weight and lowering the building's foundation costs. Products include exterior wall panels, interior wall panels, floor panels, and roof panels.

[0003] During the installation of existing ALC wall panels, cement mortar is usually used to build walls. In the connection nodes with building steel beams, bonding mortar is usually used for bonding effect. In the connection operation of I-shaped steel beams, the two sides of the steel beams are mostly embedded in the depressions of the side walls of the steel beams using convex ALC wall panels, and a mortar leveling layer is laid on the outer wall of the ALC wall panel to facilitate subsequent interior decoration construction. Although this connection method can meet the installation and connection requirements of conventional ALC wall panels and steel beams, the stability of its connection effect is not ideal. During the subsequent construction period or the use period after construction, when the ALC wall panels are accidentally bumped or the wall skin ages and falls off, the ALC wall panels are prone to displacement, resulting in deviations in the overall connection effect. Utility Model Content

[0004] The technical problem to be solved by the present invention is to provide a connection node between an ALC wall panel and a steel beam with an external protective structure to provide a layer of stable protection for the ALC wall panel to ensure its installation stability, in response to the current status of the existing technology.

[0005] The present invention is achieved through the following technical solution: The present invention proposes a connection node between an ALC wall panel and a steel beam, comprising a steel beam, wherein the steel beam is I-shaped, the upper end of the steel beam is fixedly connected to the upper wall panel via an upper bonding mortar layer, the lower end of the steel beam is fixedly connected to the lower wall panel via a lower bonding mortar layer, the left side of the steel beam is fixedly connected to the left wall panel via a left bonding mortar layer, and the right side of the steel beam is fixedly connected to the right wall panel via a right bonding mortar layer, and is characterized in that an external protective structure is arranged on the outer side of the left wall panel and the right wall panel, and a mortar leveling layer is bonded to the outer side wall of the external protective structure.

[0006] By adopting the above technical solution, the outer protective structure can provide a stable protective effect for the installation and connection effect of the left wall panel and the right wall panel.

[0007] Furthermore, the outer protective structure is a lining steel wire mesh arranged on the outer sides of the left wall panel and the right wall panel, and the lining steel wire mesh is hollow.

[0008] By adopting the above technical solution, the leak-shaped lining steel wire mesh can not only provide additional stable installation effect for the left wall panel and the right wall panel, but also increase the bonding effect of the mortar leveling layer on its surface, ensuring the overall stability of the mortar leveling layer and the subsequent wall painting.

[0009] Furthermore, the outer protective structure also includes hanging columns formed on the upper and lower end surfaces of the steel beam, and hooks are formed on the upper and lower ends of the lining steel wire mesh, and the hooks are bent toward the hanging columns, and the lining steel wire mesh is hung on the hanging columns through the hooks.

[0010] By adopting the above technical solution, the hanging column can be used for mounting and connecting the lining steel mesh, ensuring the installation stability of the lining steel mesh, and at the same time ensuring the stable protection effect of the lining steel mesh on the left wall panel and the right wall panel.

[0011] Furthermore, the left wall panel, the right wall panel, the upper wall panel and the lower wall panel are all formed with an internal connection structure on the inner side wall adjacent to the steel beam.

[0012] By adopting the above technical solution, the internal connection structure can further enhance the connection stability between the left wall panel, the right wall panel, the upper wall panel and the lower wall panel and the steel beam.

[0013] Furthermore, the internal connection structure is a side wall socket formed on the inner side walls of the left wall panel and the right wall panel, and an end socket formed on the inner side walls of the upper wall panel and the lower wall panel;

[0014] The internal connection structure also includes plug-in grooves opened on the outer walls of the upper and lower ends of the steel beam corresponding to the side wall plug-in sockets and the end plug-in sockets, and the side wall plug-in sockets and the end plug-in sockets are alternately plugged into the plug-in grooves in sequence.

[0015] By adopting the above technical solution, the side wall socket and the end socket can improve the insertion of the socket slot into the interior of the steel beam, thereby enhancing the connection stability of the left wall panel, the right wall panel, the upper wall panel and the lower wall panel with the steel beam.

[0016] Furthermore, the internal connection structure also includes a plug-in board that sequentially passes through the plug-in slot, the side wall plug-in socket and the end plug-in socket.

[0017] By adopting the above technical solution, the plug-in plate can penetrate and connect the side wall socket and the end socket that have been inserted into the plug-in slot, ensuring the stability of the connection effect between the side wall socket and the end socket and the steel beam.

[0018] Compared with the prior art, the present invention has the following beneficial effects:

[0019] The utility model provides a group of external protective structures composed of an inner lining steel wire mesh, hooks and hanging columns, so that the ALC wall panels can use the external protective structure to shield the left wall panels and the right wall panels installed on both sides of the steel beam during installation, so that the left wall panels and the right wall panels can be firmly installed on the side walls of the steel beam, and provide a stable protective effect for the left wall panels and the right wall panels, ensuring the stability of their connection effect and not easily deviating, so that the left wall panels and the right wall panels can provide a stable carrying effect for the subsequent laying of the mortar leveling layer and the subsequent interior decoration construction based on their own structural connection stability. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 This is a structural diagram of a connection node between an ALC wall panel and a steel beam according to the present invention;

[0021] Figure 2 This is a structural diagram of the separation of the upper wall panel and the lower wall panel in the connection node between the ALC wall panel and the steel beam described in the present invention;

[0022] Figure 3 This is a structural diagram of the separation of the upper wall panel and the mortar leveling layer in the connection node between the ALC wall panel and the steel beam described in the utility model;

[0023] Figure 4 It is a structural explosion diagram of a connection node between an ALC wall panel and a steel beam described in the present invention.

[0024] The following are the descriptions of the reference numerals:

[0025] 1. Steel beam; 2. Upper wall panel; 201. Upper bonding mortar layer; 3. Lower wall panel; 301. Lower bonding mortar layer; 4. Left wall panel; 401. Left bonding mortar layer; 5. Right wall panel; 501. Right bonding mortar layer; 6. Lining wire mesh; 601. Hook; 602. Hanging column; 7. Mortar leveling layer; 8. Plug slot; 9. Plug plate; 10. Side wall socket; 11. End socket. DETAILED DESCRIPTION

[0026] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.

[0027] like Figure 1 、 Figure 3 and Figure 4 As shown, a connection node between an ALC wall panel and a steel beam in this embodiment includes a steel beam 1, which is in an I-shape. The upper end of the steel beam 1 is fixedly connected to the upper wall panel 2 through an upper bonding mortar layer 201, the lower end of the steel beam 1 is fixedly connected to the lower wall panel 3 through a lower bonding mortar layer 301, the left side of the steel beam 1 is fixedly connected to the left wall panel 4 through a left bonding mortar layer 401, and the right side of the steel beam 1 is fixedly connected to the right wall panel 5 through a right bonding mortar layer 501. It is characterized in that an external protective structure is arranged on the outer side of the left wall panel 4 and the right wall panel 5, and a mortar leveling layer 7 is bonded to the outer side wall of the external protective structure.

[0028] The embodiment of the present application solves the problem in the prior art that the vibration range of the vibrating device is relatively single and cannot be adaptively adjusted according to the pier body steel cage with different diameters by providing a connection node between the ALC wall panel and the steel beam with an external protective structure that provides a layer of stable protection for the ALC wall panel to ensure its installation stability. The overall idea of this embodiment to solve the above problem is: by setting a group of external protective structures composed of an inner lining steel wire mesh 6, a hook 601 and a hanging column 602, the ALC wall panel can be used to shield the left wall panel 4 and the right wall panel 5 installed on both sides of the steel beam through the external protective structure during installation, so that the left wall panel 4 and the right wall panel 5 can be firmly installed on the side wall of the steel beam 1, and provide a stable protection effect for the left wall panel 4 and the right wall panel 5, ensuring the stability of the connection effect and not easily deviating, so that the left wall panel 4 and the right wall panel 5 can provide a stable carrying effect for the subsequent laying of the mortar leveling layer 7 and the subsequent interior decoration construction based on their own structural connection stability.

[0029] like Figure 3 and Figure 4 As shown, the outer protective structure is a lining steel wire mesh 6 arranged on the outside of the left wall panel 4 and the right wall panel 5, and the lining steel wire mesh 6 is hollow;

[0030] As an embodiment, the lining steel wire mesh 6 can provide a shielding and protective effect for the left wall panel 4 and the right wall panel 5 inserted on the two side walls of the steel beam 1, ensuring the installation connection stability of the left wall panel 4 and the right wall panel 5 with the steel beam 1. At the same time, the hollow lining steel wire mesh 6 can provide a more stable mounting and bonding effect for the mortar leveling layer 7, thereby improving the bonding connection stability of the mortar leveling layer 7 and the overall stability of the subsequent wall painting.

[0031] like Figure 3 and Figure 4 As shown, the outer protective structure also includes hanging columns 602 formed on the upper and lower ends of the steel beam 1, and hooks 601 are formed on the upper and lower ends of the lining steel wire mesh 6. The hooks 601 are bent toward the hanging columns 602, and the lining steel wire mesh 6 is hung on the hanging columns 602 through the hooks 601;

[0032] As an embodiment, the hooks 601 formed at the upper and lower ends of the lining steel wire mesh 6 can be hung on the hanging columns 602 at the upper and lower ends of the steel beam 1 to ensure the installation and connection stability of the lining steel wire mesh 6 and the steel beam 1. At the same time, the stably installed lining steel wire mesh 6 can provide a stable shielding and protection effect for the left wall panel 4 and the right wall panel 5 inserted on the two side walls of the steel beam 1, thereby enhancing the installation and connection stability of the left wall panel 4 and the right wall panel 5.

[0033] like Figure 2-Figure 4 As shown, the left wall panel 4, the right wall panel 5, the upper wall panel 2 and the lower wall panel 3 are all formed with an internal connection structure on the inner side wall adjacent to the steel beam 1;

[0034] As an embodiment, the internal connection structure can further enhance the installation connection stability of the left wall panel 4 , the right wall panel 5 , the upper wall panel 2 , and the lower wall panel 3 with the steel beam 1 .

[0035] like Figure 2-Figure 4 As shown, the internal connection structure is a side wall socket 10 formed on the inner wall of the left wall panel 4 and the right wall panel 5, and an end socket 11 formed on the inner wall of the upper wall panel 2 and the lower wall panel 3;

[0036] The internal connection structure also includes plug-in slots 8 opened on the outer walls of the upper and lower ends of the steel beam 1 at positions corresponding to the side wall plug-in seats 10 and the end plug-in seats 11. The side wall plug-in seats 10 and the end plug-in seats 11 are alternately plugged into the plug-in slots 8 in sequence.

[0037] As an embodiment, the side wall socket 10 and the end socket 11 can establish a plug-in connection relationship with the steel beam 1 through the socket groove 8, and at the same time, the side wall socket 10 and the end socket 11 can establish a basic bonding connection effect with the steel beam 1 by applying cement mortar.

[0038] like Figure 2-Figure 4 As shown, the internal connection structure further includes a plug-in board 9 that sequentially passes through the plug-in slot 8, the side wall plug-in socket 10 and the end plug-in socket 11;

[0039] As an embodiment, the plug-in board 9 can pass through the plug-in slot 8, the side wall plug-in socket 10 and the end plug-in socket 11 in sequence, so that the side wall plug-in socket 10 and the end plug-in socket 11 can be firmly installed in the plug-in slot 8, so as to further ensure the installation connection stability of the left wall panel 4, the right wall panel 5, the upper wall panel 2 and the lower wall panel 3 with the steel beam 1.

[0040] The specific implementation process of this embodiment is as follows: during operation, first apply the left bonding mortar layer 401 and the right bonding mortar layer 501 to the concave parts on both sides of the steel beam 1 in sequence, then insert the left wall panel 4 and the right wall panel 5 into the concave parts on both sides of the steel beam 1 in sequence, and use the left bonding mortar layer 401 and the right bonding mortar layer 501 to enable the left wall panel 4 and the right wall panel 5 to establish a basic bonding connection effect with the steel beam 1, and then attach the lining steel wire mesh 6 to the outer walls of the left wall panel 4 and the right wall panel 5, and hang its hooks 601 on the hanging columns 602 in sequence so that the lining steel wire mesh 6 can be It is stably installed and connected to the steel beam 1. At the same time, the lining steel wire mesh 6 can provide a stable shielding and protection effect for the left wall panel 4 and the right wall panel 5, so as to ensure that the installation and connection effect of the left wall panel 4 and the right wall panel 5 and the steel beam 1 is stable, and at the same time, it can prevent the left wall panel 4 and the right wall panel 5 from being knocked by unexpected external forces, and ensure that the left wall panel 4 and the right wall panel 5 are not easy to deviate. Then, a mortar leveling layer 7 is applied on the outer wall of the lining steel wire mesh 6 to ensure the flatness of the wall, which is beneficial to the subsequent decoration and renovation work. The lining steel wire mesh 6 can improve the bonding stability effect of the mortar leveling layer 7;

[0041] In addition, side wall sockets 10 are formed on the inner walls of the left wall panel 4 and the right wall panel 5, and end sockets 11 are formed on the inner walls of the upper wall panel 2 and the lower wall panel 3. The side wall sockets 10 and the end sockets 11 can be inserted into the socket grooves 8 on the steel beam 1 to increase the contact area between the left wall panel 4, the right wall panel 5, the upper wall panel 2 and the lower wall panel 3 and the steel beam 1, and cement mortar can be applied on their connection contact surfaces to increase their basic connection effect. At the same time, the socket plate 9 can pass through the socket groove 8, the side wall socket 10 and the end socket 11 in sequence, so that the side wall socket 10 and the end socket 11 can be firmly installed in the socket groove 8 to further ensure the installation and connection stability of the left wall panel 4, the right wall panel 5, the upper wall panel 2 and the lower wall panel 3 with the steel beam 1.

[0042] The above description of the disclosed embodiments will enable one skilled in the art to implement or use the present invention. Various modifications to these embodiments will be readily apparent to one 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 is not limited to the embodiments shown herein but is intended to conform to the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A connection node between an ALC wall panel and a steel beam, comprising a steel beam (1), wherein the steel beam (1) is in an I-shape, the upper end of the steel beam (1) is fixedly connected to an upper wall panel (2) via an upper bonding mortar layer (201), the lower end of the steel beam (1) is fixedly connected to a lower wall panel (3) via a lower bonding mortar layer (301), the left side of the steel beam (1) is fixedly connected to a left wall panel (4) via a left bonding mortar layer (401), and the right side of the steel beam (1) is fixedly connected to a right wall panel (5) via a right bonding mortar layer (501), characterized in that: An outer protective structure is arranged on the outer sides of the left wall panel (4) and the right wall panel (5), and a mortar leveling layer (7) is bonded to the outer side walls of the outer protective structure.

2. The connection node between an ALC wall panel and a steel beam according to claim 1, characterized in that: The outer protective structure is an inner lining steel wire mesh (6) arranged on the outer sides of the left wall panel (4) and the right wall panel (5), and the inner lining steel wire mesh (6) is hollow.

3. The connection node between an ALC wall panel and a steel beam according to claim 2, characterized in that: The outer protective structure further comprises hanging columns (602) formed on the upper and lower end surfaces of the steel beam (1), and hooks (601) are formed on the upper and lower ends of the lining steel wire mesh (6), and the hooks (601) are bent toward the hanging columns (602), and the lining steel wire mesh (6) is hung on the hanging columns (602) through the hooks (601).

4. The connection node between an ALC wall panel and a steel beam according to claim 1, characterized in that: The left wall panel (4), the right wall panel (5), the upper wall panel (2), and the lower wall panel (3) are all formed with an internal connection structure on the inner side wall adjacent to the steel beam (1).

5. The connection node between an ALC wall panel and a steel beam according to claim 4, characterized in that: The internal connection structure is a side wall socket (10) formed on the inner side walls of the left wall panel (4) and the right wall panel (5), and an end socket (11) formed on the inner side walls of the upper wall panel (2) and the lower wall panel (3).

6. The connection node between an ALC wall panel and a steel beam according to claim 5, characterized in that: The internal connection structure also includes plug-in slots (8) provided on the outer side walls at the upper and lower ends of the steel beam (1) at locations corresponding to the side wall plug-in seat (10) and the end plug-in seat (11), and the side wall plug-in seat (10) and the end plug-in seat (11) are alternately plugged into the plug-in slots (8) in sequence.

7. The connection node between an ALC wall panel and a steel beam according to claim 6, characterized in that: The internal connection structure further comprises a plug-in plate (9) which sequentially passes through the plug-in slot (8), the side wall plug-in seat (10) and the end plug-in seat (11).

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