Steel structure wall panel and spliced ​​wall

By adopting a double-ear groove overlap structure and traction sleeve design on the steel structure wall panel, the wind pressure and earthquake resistance of the steel structure wall panel are improved, while maintaining the assembly convenience, solving the problem of insufficient convenience of traditional wall panels.

CN222701323UActive Publication Date: 2025-04-01SHENZHEN RUIXIN STEEL STRUCTURE ENG CO LTD
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Patent Information

Application Number
CN202420806833.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-17
Publication Date
2025-04-01
Estimated Expiration
2034-04-17

AI Technical Summary

Technical Problem

Traditional steel structure wall panels have insufficient convenience during splicing and installation, and their performance in wind pressure and earthquake resistance is difficult to take into account.

Method used

The double-ear groove lap structure and traction sleeve design are adopted. Through the double lap connection in the first and second directions, the partition top cover is closely connected in multiple directions, while using a wire rope to pass through the traction sleeve to provide additional connection means.

Benefits of technology

The wind pressure and earthquake resistance of steel structure wall panels are improved, and the goal of maintaining assembly convenience while improving wind pressure and earthquake resistance is achieved.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a steel structure wall panel, which comprises: a partition top cover, a plurality of partition top covers are arranged in an array to form a splicing wall; a first ear groove is formed on one side of the partition top cover, and is overlapped with an external steel beam; a second ear groove is formed symmetrically with the first ear groove on the other side of the partition top cover, and is overlapped with another external steel beam; a traction sleeve is arranged in the partition top cover and extends along a first direction, the first ear groove and the second ear groove extend along a second direction, the first direction is perpendicular to the second direction, and the two adjacent partition top covers along the first direction are spliced ​​in the first direction by passing a steel wire rope through the traction sleeve; the setting of the traction sleeve and the passing of the steel wire rope ensure the firm connection of the splicing wall in the first direction by providing an additional connection means. Thereby simplifying the installation process and ensuring sufficient installation strength.
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Description

Technical Field

[0001] The utility model relates to a steel structure wall panel, in particular to a steel structure wall panel and a spliced ​​wall. Background Art

[0002] Steel structure wall panels are a common construction material in the field of construction, used to construct walls, partitions and other structures. In the splicing of traditional wall panels, bolts, welding and other methods are often required, which causes some inconveniences in the production, transportation and installation process. In addition, for large buildings, the requirements for wind pressure resistance and earthquake resistance are increasing, but the stability of the wall is often improved at the expense of the convenience of assembly, and vice versa. Therefore, it is necessary to provide a steel structure wall panel and splicing wall that take into account both splicing strength and assembly convenience. Utility Model Content

[0003] The utility model aims to provide a steel structure wall panel and a spliced ​​wall which have both splicing strength and assembly convenience.

[0004] According to one aspect of the utility model, a steel structure wall panel is provided, the steel structure wall panel comprising:

[0005] A partition top cover, wherein a plurality of partition top covers are arranged along an array to form a spliced ​​wall;

[0006] A first ear groove is formed on one side of the partition top cover and overlaps with the external steel beam;

[0007] A second ear groove is formed symmetrically with the first ear groove on the other side of the partition top cover and is overlapped with another external steel beam;

[0008] A traction sleeve is arranged in the partition top cover and extends along the first direction. The grooves of the first ear groove and the second ear groove extend along the second direction. The first direction is perpendicular to the second direction. The two partition top covers adjacent to each other along the first direction are spliced ​​in the first direction by a steel wire rope passing through the traction sleeve; the two partition top covers adjacent to each other along the second direction are spliced ​​in the second direction by overlapping the external steel beam with the first ear groove and the second ear groove.

[0009] More preferably, the partition top cover comprises:

[0010] Main board, which is laid flat to form the wall surface of the splicing wall;

[0011] The first welding groove is formed by extending inward along the first direction from both sides of the main board. The direction perpendicular to the board surface is recorded as the third direction. The third direction is perpendicular to the first direction and the second direction respectively. The first ear groove and the second ear groove extend along the third direction to form a first welding foot plugged into the first welding groove. The first welding foot is inserted into the first welding groove along the third direction and is welded and fixed to the first welding groove.

[0012] More preferably, the partition top cover also includes:

[0013] The first support portion is formed by extending outward from both sides of the main board along the first direction, and both sides of the first support portion extend inward along the first direction to form a second welding groove. The first ear groove and the second ear groove extend along a third direction to form a second welding foot that is plugged into the second welding groove. The second welding foot is inserted into the second welding groove along the third direction and is welded and fixed to the second welding groove.

[0014] More preferably, the partition top cover also includes:

[0015] The second support portion is formed by extending from the outer side of the first support portion along the third direction, and the traction sleeve is arranged at a corner where the second support portion is perpendicular to the first support portion.

[0016] More preferably, the first ear groove and the second ear groove both include:

[0017] The main body, fitted with the external steel beams;

[0018] A first extension portion is formed by extending from a side of the main body close to the partition top cover along a third direction;

[0019] The second extension portion is formed by extending from a side of the main body away from the partition top cover along a third direction and is parallel to the first extension portion.

[0020] More preferably, when viewed along the second direction, the height of the first extension portion is denoted as h1, and the height of the second extension portion is denoted as h2, satisfying the relationship:

[0021] h1>h2.

[0022] More preferably, the first welding foot is formed on the first extending portion, and the second welding foot is formed on the second extending portion.

[0023] More preferably, when viewed along the second direction, the first ear groove and the second ear groove are U-shaped.

[0024] More preferably, the steel structure wall panel further comprises:

[0025] The reinforcing rib extends along the first direction and is disposed on the partition top cover and is respectively in contact with the first ear groove and the second ear groove.

[0026] A spliced ​​wall comprises the steel structure wall panel.

[0027] The utility model has the following beneficial effects:

[0028] Through double overlap along the first direction and the second direction, the adjacent partition top covers can be tightly connected in multiple directions, improving the overall wind pressure resistance and earthquake resistance. The layout of the first direction and the second direction perpendicular to each other helps to achieve uniform force distribution in different directions and improve the overall performance of the structure. This also enables the effective transmission of loads and response to external forces in both the vertical and horizontal directions. The setting of the traction sleeve and the passage of the wire rope ensure the firm connection of the splicing wall in the first direction by providing additional connection means. This simplifies the installation process and ensures sufficient installation strength. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] In order to more clearly illustrate the implementation methods of the utility model or the technical solutions in the prior art, the drawings required for use in the implementation methods or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some implementation methods of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0030] Figure 1 This is a schematic diagram of the three-dimensional structure of a steel structure wall panel according to an embodiment of the utility model;

[0031] Figure 2 A top view of a steel structure wall panel according to an embodiment of the utility model;

[0032] Figure 3 A side view of a steel structure wall panel according to an embodiment of the utility model;

[0033] Figure 4 It is a front view of a steel structure wall panel according to an embodiment of the utility model;

[0034] Figure 5 This is a schematic diagram of the three-dimensional structure of the partition top cover according to one embodiment of the utility model;

[0035] Figure 6 A top view of a partition top cover according to an embodiment of the utility model;

[0036] Figure 7 It is a front view of the partition top cover according to one embodiment of the utility model;

[0037] Figure 8 It is a rear view of the partition top cover according to one embodiment of the utility model;

[0038] Fig. 9 It is a schematic diagram of the three-dimensional structure of the first ear groove and the second ear groove according to one embodiment of the utility model;

[0039] Fig.10It is a left side view of the first ear groove and the second ear groove according to one embodiment of the utility model;

[0040] Fig.11 It is a right side view of the first ear groove and the second ear groove according to one embodiment of the utility model;

[0041] Fig.12 A top view of the first ear groove and the second ear groove according to an embodiment of the utility model;

[0042] Fig.13 A front view of the first ear groove and the second ear groove according to an embodiment of the utility model;

[0043] Fig.14 This is a structural schematic diagram of a splicing wall according to an embodiment of the utility model;

[0044] Explanation of the accompanying drawings: 100, steel structure wall panel; 10, partition top cover; 200, splicing wall; 20, first ear groove; 300, external steel beam; 30, second ear groove; 40, traction sleeve; F1, first direction; F2, second direction; 11, main board; 12, first welding groove; F3, third direction; 21, first welding leg; 13, first supporting part; 14, second welding groove; 22, second welding leg; 15, second supporting part; 23, main body; 24, first extension part; 25, second extension part; 50, reinforcing rib. DETAILED DESCRIPTION

[0045] In order to facilitate the understanding of the present invention, the present invention will be described more comprehensively with reference to the relevant drawings. The drawings provide preferred embodiments of the present invention. However, the present invention can be implemented in many different forms and is not limited to the embodiments described herein. On the contrary, the purpose of providing these embodiments is to make the understanding of the disclosure of the present invention more thorough and comprehensive.

[0046] It should be noted that when an element is referred to as being "fixed to" another element, it may be directly on the other element or there may be a central element. When an element is considered to be "connected to" another element, it may be directly connected to the other element or there may be a central element at the same time. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are for illustrative purposes only.

[0047] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as those commonly understood by those skilled in the art in the technical field of the present invention. The terms used herein in the specification of the present invention are only for the purpose of describing specific embodiments and are not intended to limit the present invention. The term "and / or" used herein includes any and all combinations of one or more related listed items.

[0048] Please refer to Figure 1 - Fig.14 In one embodiment of the utility model, a steel structure wall panel 100 is provided. The steel structure wall panel 100 includes: a partition top cover 10, a first ear groove 20, a second ear groove 30 and a traction sleeve 40.

[0049] Among them, multiple partition top covers 10 are arranged along an array to form a splicing wall 200. The first ear groove 20 is formed on one side of the partition top cover 10, and is overlapped with the external steel beam 300. The second ear groove 30 is symmetrically formed on the other side of the partition top cover 10 with the first ear groove 20, and is overlapped with another external steel beam. The traction sleeve 40 is arranged in the partition top cover 10 and extends along the first direction F1. The grooves of the first ear groove 20 and the second ear groove 30 extend along the second direction F2. The first direction F1 is perpendicular to the second direction F2. The two adjacent partition top covers 10 along the first direction F1 are spliced ​​in the first direction F1 by passing the steel wire rope through the traction sleeve 40; the two adjacent partition top covers 10 along the second direction F2 are spliced ​​in the second direction F2 by overlapping the external steel beam 300 with the first ear groove 20 and the second ear groove 30.

[0050] Among them, the symmetrical arrangement of the first ear groove 20 and the second ear groove 30, as well as the overlap with the external steel beam 300, help to enhance the stability of the entire structure. Through the double overlap along the first direction F1 and the second direction F2, the adjacent partition top covers 10 can be tightly connected in multiple directions, thereby improving the overall wind pressure resistance and earthquake resistance. The layout of the first direction F1 and the second direction F2 being perpendicular to each other helps to achieve uniform force distribution in different directions, thereby improving the overall performance of the structure. This also enables the load to be effectively transferred and external forces to be dealt with in both the vertical and horizontal directions. The setting of the traction sleeve 40 and the passage of the steel wire rope ensure the firm connection of the splicing wall 200 in the first direction F1 by providing additional connection means. This method can also simplify the installation process, making the structural assembly more convenient and improving engineering efficiency.

[0051] The external steel beam 300 further consolidates the connection in the second direction F2 by overlapping with the first ear groove 20 and the second ear groove 30, thereby enhancing the overall structural rigidity.

[0052] More preferably, the partition top cover 10 includes: a main board 11 and a first welding groove 12 .

[0053] The main board 11 is laid flat to form the wall surface of the splicing wall 200. The first welding groove 12 is formed by extending inward from both sides of the main board 11 along the first direction F1, and the direction perpendicular to the board surface is recorded as the third direction F3, and the third direction F3 is perpendicular to the first direction F1 and the second direction F2 respectively. The first ear groove 20 and the second ear groove 30 extend along the third direction F3 to form a first welding leg 21 plugged into the first welding groove 12, and the first welding leg 21 is inserted into the first welding groove 12 along the third direction F3 and is welded and fixed to the first welding groove 12.

[0054] Among them, the main board 11 is the main body 23 of the wall, which is laid flat to form the wall board surface, providing overall support and bearing functions. The first welding groove 12 extends inward from both sides of the main board 11 along the first direction F1 to form a groove structure. Such a setting provides suitable space and structural support for subsequent welding, ensuring the feasibility of the welding operation. The introduction of the third direction F3 perpendicular to the board surface is helpful for the layout and connection of the structure in different directions. The third direction F3 is perpendicular to the first direction F1 and the second direction F2. This setting helps to achieve uniform distribution of force in multiple directions of the structure and improve the overall compressive and bending strength. The first ear groove 20 and the first welding groove 12 are extended along the third direction F3, so that the connection point has a larger contact area in the vertical direction, which enhances the stability of the connection. The first welding foot 21 is inserted into the first welding groove 12 and fixed by welding, forming a reliable structural connection method.

[0055] More preferably, the partition top cover 10 further includes: a first supporting portion 13 .

[0056] Among them, the first support part 13 is formed by extending outward from both sides of the main board 11 along the first direction F1, and the two sides of the first support part 13 are extended inward along the first direction F1 to form a second welding groove 14. The first ear groove 20 and the second ear groove 30 extend along the third direction F3 to form a second welding foot 22 that is plugged into the second welding groove 14. The second welding foot 22 is inserted into the second welding groove 14 along the third direction F3 and is welded and fixed to the second welding groove 14.

[0057] Among them, the first support part 13 extends outward from both sides of the main plate 11 along the first direction F1 to form a support structure. Such a design provides additional support points, which helps to increase the stability of the wall structure in the first direction F1, especially when subjected to external forces in the vertical and horizontal directions. Both sides of the first support part 13 extend inward along the first direction F1 to form a second welding groove 14, which provides additional welding points for subsequent welding. Such a design provides more structural connection options and helps to enhance the strength and rigidity of the overall structure. The second ear groove 30 is formed by extending from the second welding groove 14 along the third direction F3, so that the connection point has a larger contact area in the vertical direction. The second welding foot 22 is inserted into the second welding groove 14 and fixed by welding to form a second firm connection point.

[0058] More preferably, the partition top cover 10 further includes: a second supporting portion 15 .

[0059] The second support portion 15 is extended from the outer side of the first support portion 13 along the third direction F3, and the traction sleeve 40 is disposed at a corner where the second support portion 15 and the first support portion 13 are perpendicular to each other.

[0060] Among them, the introduction of the second support part 15 further increases the support points of the structure in the third direction F3, which helps to improve the stability of the overall structure. The traction sleeve 40 is arranged at the corner where the second support part 15 is perpendicular to the first support part 13, providing additional support for the structure and increasing the overall resistance. The traction sleeve 40 is generally used to increase the firmness of the structure by connecting additional elements, such as wire ropes, to further strengthen the connection of the structure. The traction sleeve 40 is arranged at the corner where the second support part 15 is perpendicular to the first support part 13 in order to conveniently and effectively guide the wire rope or other connecting elements and ensure the firmness of the connection. When the building needs to face external forces such as wind loads and earthquakes, increasing the support and connection points can improve the overall wind pressure resistance and earthquake resistance of the structure. The setting of the traction sleeve 40 can also further strengthen the structure by traction of additional connecting elements to adapt to external forces in different directions. The traction sleeve 40 is arranged at the corner where the second support part 15 is perpendicular to the first support part 13, making the guidance of the connecting elements more convenient, thereby simplifying the installation process of the entire wall panel.

[0061] More preferably, the first ear groove 20 and the second ear groove 30 both include: a main body 23 , a first extending portion 24 and a second extending portion 25 .

[0062] The main body 23 is fitted with the external steel beam 300. The first extension portion 24 is formed by extending from the side of the main body 23 close to the partition top cover 10 along the third direction F3. The second extension portion 25 is formed by extending from the side of the main body 23 away from the partition top cover 10 along the third direction F3 and is parallel to the first extension portion 24.

[0063] Among them, the main body 23 fits with the external steel beam 300, ensuring the coordination and tightness between the main body 23 and the surrounding structure. This fitting design helps to improve the overall stability of the structure and can more effectively transfer and disperse external loads when subjected to force. The first extension portion 24 extends along the third direction F3 from the side of the main body 23 close to the partition top cover 10 in order to provide a connection point and increase the contact area of ​​the connection in the vertical direction. Such a design can strengthen the connection and ensure a firm connection in the vertical direction, thereby improving the stability of the overall structure. The second extension portion 25 extends from the side of the main body 23 away from the partition top cover 10 along the third direction F3 and is parallel to the first extension portion 24, which helps to provide additional structural support. The parallel design of the second extension portion 25 is used to maintain the symmetry of the structure, which helps to evenly distribute external forces and improve the overall performance of the structure.

[0064] More preferably, when viewed along the second direction F2, the height of the first extension portion 24 is denoted as h1, and the height of the second extension portion 25 is denoted as h2, satisfying the relationship: h1>h2.

[0065] More preferably, the first welding leg 21 is formed on the first extending portion 24 , and the second welding leg 22 is formed on the second extending portion 25 .

[0066] More preferably, when viewed along the second direction F2, the first ear groove 20 and the second ear groove 30 are U-shaped.

[0067] More preferably, the steel structure wall panel 100 further includes: a reinforcing rib 50 .

[0068] The reinforcing rib 50 extends along the first direction F1 and is disposed on the partition top cover 10 , and is respectively in contact with the first ear groove 20 and the second ear groove 30 .

[0069] This specific embodiment also provides a spliced ​​wall 200 , including the steel structure wall panel 100 .

[0070] Thus, by double overlap along the first direction F1 and the second direction F2, the adjacent partition top covers 10 can be tightly connected in multiple directions, thereby improving the overall wind pressure resistance and earthquake resistance. The layout of the first direction F1 and the second direction F2 being perpendicular to each other helps to achieve uniform force distribution in different directions, thereby improving the overall performance of the structure. This also enables the load to be effectively transferred and external forces to be dealt with in both the vertical and horizontal directions. The setting of the traction sleeve 40 and the passing of the steel wire rope ensure the firm connection of the splicing wall 200 in the first direction F1 by providing an additional connection means. This simplifies the installation process and ensures sufficient installation strength.

[0071] The above-mentioned embodiments only express several embodiments of the present invention, and the description is relatively specific and detailed, but it cannot be understood as limiting the scope of the patent application. It should be pointed out that for ordinary technicians in this field, several modifications and improvements can be made without departing from the concept of the present invention, which all belong to the protection scope of the present invention. Therefore, the protection scope of the present utility model patent shall be based on the attached claims.

Claims

1. A steel structure wall panel, characterized in that: The steel structure wall panel comprises: A partition top cover, wherein a plurality of partition top covers are arranged along an array to form a spliced ​​wall; A first ear groove is formed on one side of the partition top cover and overlaps with the external steel beam; A second ear groove is formed symmetrically with the first ear groove on the other side of the partition top cover and is overlapped with another external steel beam; A traction sleeve is arranged in the partition top cover and extends along the first direction. The grooves of the first ear groove and the second ear groove extend along the second direction. The first direction is perpendicular to the second direction. The two partition top covers adjacent to each other along the first direction are spliced ​​in the first direction by a steel wire rope passing through the traction sleeve; the two partition top covers adjacent to each other along the second direction are spliced ​​in the second direction by overlapping the external steel beam with the first ear groove and the second ear groove.

2. The steel structure wall panel according to claim 1, characterized in that: The partition top cover comprises: Main board, which is laid flat to form the wall surface of the splicing wall; The first welding groove is formed by extending inward along the first direction from both sides of the main board. The direction perpendicular to the board surface is recorded as the third direction. The third direction is perpendicular to the first direction and the second direction respectively. The first ear groove and the second ear groove extend along the third direction to form a first welding foot plugged into the first welding groove. The first welding foot is inserted into the first welding groove along the third direction and is welded and fixed to the first welding groove.

3. The steel structure wall panel according to claim 2, characterized in that: The partition top cover also includes: The first support portion is formed by extending outward from both sides of the main board along the first direction, and both sides of the first support portion extend inward along the first direction to form a second welding groove. The first ear groove and the second ear groove extend along a third direction to form a second welding foot that is plugged into the second welding groove. The second welding foot is inserted into the second welding groove along the third direction and is welded and fixed to the second welding groove.

4. The steel structure wall panel according to claim 3, characterized in that: The partition top cover also includes: The second support portion is formed by extending from the outer side of the first support portion along the third direction, and the traction sleeve is arranged at a corner where the second support portion is perpendicular to the first support portion.

5. The steel structure wall panel according to claim 4, characterized in that: The first ear groove and the second ear groove both include: The main body, fitted with the external steel beams; A first extension portion is formed by extending from a side of the main body close to the partition top cover along a third direction; The second extension portion is formed by extending from a side of the main body away from the partition top cover along a third direction and is parallel to the first extension portion.

6. The steel structure wall panel according to claim 5, characterized in that: When viewed along the second direction, the height of the first extension portion is recorded as h1, and the height of the second extension portion is recorded as h2, satisfying the relationship: h1>h2.

7. The steel structure wall panel according to claim 6, characterized in that: The first welding foot is formed on the first extending portion, and the second welding foot is formed on the second extending portion.

8. The steel structure wall panel according to claim 7, characterized in that: When viewed along the second direction, the first ear groove and the second ear groove are U-shaped.

9. The steel structure wall panel according to claim 8, characterized in that: The steel structure wall panel also includes: The reinforcing rib extends along the first direction and is disposed on the partition top cover and is respectively in contact with the first ear groove and the second ear groove.

10. A spliced ​​wall, characterized in that: It comprises the steel structure wall panel described in any one of claims 1-9.