Building wall with reinforcing structure

By setting up steel beams, steel columns and V-beams in the support layer of the building wall and adding steel mesh, the problem of insufficient load-bearing capacity of the existing non-load-bearing walls has been solved, and the structure has been significantly strengthened and the bearing capacity has been improved.

CN223017922UActive Publication Date: 2025-06-24HENGTENG CONSTR TECH CO LTD
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Patent Information

Application Number
CN202422207832.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-10
Publication Date
2025-06-24
Estimated Expiration
2034-09-10

AI Technical Summary

Technical Problem

The existing non-load-bearing wall structure is simple, with insufficient load-bearing capacity, and is prone to deformation and cracking when carrying gravity, resulting in the need to strengthen the structure in the later stage.

Method used

A building wall with a reinforced structure is designed, including a support layer, an insulation layer and a waterproof layer. The support layer is composed of two vertically placed steel columns, two horizontally placed steel beams and two obliquely placed steel frames. The steel mesh reinforces the support layer structure and improves the bearing capacity.

Benefits of technology

By setting up steel beams, steel columns and V-shaped beams, the bearing capacity and structural strength of the building wall are significantly improved. The reinforcement of the steel mesh further improves the bearing capacity, and the insulation layer and waterproof layer meet the functional requirements of the wall.

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Abstract

The utility model relates to a building wall with a reinforcing structure, and relates to the field of building engineering, the building wall comprises a supporting layer, a heat preservation layer and a waterproof layer, two vertically placed steel columns and two horizontally placed steel beams are arranged in the supporting layer, two obliquely placed steel frames are arranged between the steel columns and the steel beams, and the steel frames and the steel beams form a triangle; the supporting layer is provided with reinforcing meshes which are located on the two sides of the steel columns and the steel beams. The heat preservation layers are located on the two sides of the supporting layer; the waterproof layers are located on the two sides of the heat preservation layer. Due to the arrangement of the reinforcing structure formed by the steel columns and the steel beams, the strength of the building wall body is enhanced, and the safety and durability of the building wall body are improved.
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Description

Technical Field

[0001] The present application relates to the technical field of construction engineering, and in particular to a building wall with a reinforced structure. Background Art

[0002] Building walls mainly include load-bearing walls and non-load-bearing walls. Non-load-bearing walls refer to walls that play a secondary load-bearing role in the building. They are important supporting parts of load-bearing walls and usually need to have functions such as thermal insulation and waterproofing.

[0003] Regarding the above-mentioned related technologies, some occasions where non-load-bearing walls are used also require a certain bearing capacity. However, the current non-load-bearing wall structure is relatively simple, with insufficient bearing capacity and no targeted design. Some occasions that need to bear a certain gravity are prone to deformation and cracking, which leads to the need for later reinforcement of the wall, which needs to be improved. Utility Model Content

[0004] The purpose of the present application is to provide a building wall with a reinforced structure to improve the problem of insufficient bearing capacity of non-load-bearing walls.

[0005] The application provides a building wall with a reinforced structure using the following technical solution:

[0006] A building wall with a reinforced structure, comprising a supporting layer, and both sides of the supporting layer are sequentially provided with an insulation layer and a waterproof layer, characterized in that: the supporting layer comprises two vertically placed steel columns and two horizontally placed steel beams, two obliquely placed steel frames are arranged between the steel columns and the steel beams, and the steel frames form a V-shaped beam; the supporting layer comprises a steel mesh located on both sides of the steel beam.

[0007] By adopting the above technical solution, the support layer has steel columns and steel beams, so its load-bearing capacity will be significantly improved compared to the wall with only steel bars; an inclined V-shaped beam is set between the steel beams and steel columns to further enhance the bearing capacity of the wall; at the same time, a steel mesh is set to reinforce the support layer structure concrete, thereby improving the bearing capacity; the setting of the insulation layer and the waterproof layer meets the functional requirements of the wall.

[0008] Preferably, the steel beam is provided with a positioning groove, and the end surfaces at both ends of the V-shaped beam that are in contact with the steel beam are provided with positioning protrusions corresponding to the positioning groove.

[0009] By adopting the above technical solution, the V-shaped beam can be quickly positioned when installed, and the positioning groove and the positioning protrusion can make the connection between the V-shaped beam and the steel beam more firmly, thereby making the supporting layer structure more stable.

[0010] Preferably, a threaded hole 1 is provided on one side of the steel beam away from the positioning groove, the threaded hole 1 passes through the steel beam to the positioning groove and extends downward into the positioning protrusion, and a screw 1 is provided in the threaded hole 1.

[0011] By adopting the above technical solution, the connection between the steel beam and the V-shaped beam is further strengthened, thereby enhancing the bearing capacity of the support layer.

[0012] Preferably, a counterbore is provided in the first threaded hole.

[0013] By adopting the above technical solution, since the first threaded hole is relatively deep, the counterbore is provided to shorten the screwing-in distance of the screw, facilitating the installation of the screw.

[0014] Preferably, a fixing groove is provided on the inner wall of the counterbore.

[0015] By adopting the above technical solution, when pouring concrete, the concrete will enter the counterbore and the fixing groove, and the solidified concrete makes it more difficult for the screw to loosen, enhancing the connection strength between the steel beam and the V-shaped beam.

[0016] Preferably, on the end faces of the two ends of the steel beam in contact with the steel column, fixing protrusions are provided, and on the outer side wall of the steel column, fixing holes corresponding to the fixing protrusions are provided.

[0017] By adopting the above technical solution, it is more convenient to install the steel column and the steel beam, and the installed structure is also more stable.

[0018] Preferably, on the outer side wall of the steel column, on the side away from the fixing hole, a second threaded hole is provided, the second threaded hole penetrates through the steel column to the fixing hole and extends downward into the fixing protrusion, and a second screw is provided in the second threaded hole.

[0019] By adopting the above technical solution, the connection between the steel column and the steel beam is further strengthened, thereby enhancing the stability and durability of the support layer.

[0020] Preferably, the steel beam is provided with a plurality of through holes one in the vertical direction, the steel column is provided with a plurality of through holes two in the horizontal direction, and the V-shaped beam is provided with a plurality of through holes three perpendicular to the inclined direction of the V-shaped beam.

[0021] By adopting the above technical solution, when pouring concrete, it is possible to avoid insufficient concrete pouring caused by the obstruction of the steel column, the steel beam and the V-shaped beam, and at the same time, the efficiency of pouring concrete can also be improved.

[0022] In summary, the present application includes at least one of the following beneficial technical effects:

[0023] The steel beam and the steel column are provided, effectively enhancing the bearing capacity of the building wall, and by providing the V-shaped beam inside the steel beam and the steel column, the structural strength is strengthened; on this basis, a steel mesh is provided, and compared with the building wall with only a steel mesh, the bearing capacity is significantly improved;

[0024] The connections between the steel columns, steel beams and V-shaped beams are all designed to facilitate positioning and enhance the connection strength, and screws are used to further strengthen the connection strength, thereby improving the stability of the support layer structure;

[0025] Through holes are provided on the steel columns, steel beams and V-shaped beams, allowing the concrete to quickly fill through the through holes, avoiding insufficient filling and also improving the pouring efficiency. Brief Description of the Drawings

[0026] Figure 1 is a schematic diagram of the overall structure of a building wall with a strengthening structure in the present application.

[0027] Figure 2 is a cross-sectional schematic diagram for showing the internal structure of the support layer.

[0028] Figure 3 is Figure 2 the enlarged view of part A in

[0029] In the figure, 1, support layer; 11, steel mesh; 12, steel beam; 121 positioning groove; 122, threaded hole one; 1221, screw one; 1222, counterbore; 12221, fixing groove; 123, embedded projection; 124, through hole one; 13, steel column; 131, embedded hole; 132, threaded hole two; 1321, screw two; 133, through hole two; 14, V-shaped beam; 141, positioning projection; 142, through hole three; 2, insulation layer; 3, waterproof layer. Detailed Description of the Preferred Embodiments

[0030] The following will Figure 1 - with reference to the Figure 3 drawings, a further detailed description of the present application will be given.

[0031] A building wall with a strengthening structure, referring to Figure 1 the drawings, includes a support layer 1, an insulation layer 2, and a waterproof layer 3. The insulation layer 2 is located on both sides of the support layer 1, and the waterproof layer 3 is located on both sides of the insulation layer 2.

[0032] Referring to Figure 2 and Figure 3, when installing the support layer 1, insert the fixing protrusions 123 at both ends of the steel beam 12 into the corresponding fixing holes 131 on the side of the steel column 13, with two steel beams 12 and two steel columns 13; install the V-shaped beam 14 in the space formed inside the combined steel beam 12 and steel column 13. The V-shaped beam 14 is composed of two oppositely inclined steel frames. Positioning protrusions 141 are provided at both ends of the V-shaped beam 14. When installing, insert them into the corresponding positioning grooves 121 on the side of the steel beam 12, and the quick positioning and installation of the V-shaped beam 14 can be realized; after installing the V-shaped beam 14, insert the second screw 1321 into the second threaded hole 132 at the connection of the steel beam 12 and the steel column 13 and tighten it; insert the first screw 1221 into the first threaded hole 122 at the connection of the steel beam 12 and the V-shaped beam 14 and tighten it. At this time, the steel beam 12, the steel column 13, and the V-shaped beam 14 are firmly fitted together.

[0033] Refer to Figure 1 , install the steel mesh 11 on both sides of the installed steel beam 12, steel column 13, and V-shaped beam 14 to complete the structural combination of the support layer 1; install the insulation layer 2 on both sides of the support layer 1, and then install the waterproof layer 3 on both sides of the insulation layer 2 to realize the necessary functions of the wall.

[0034] Refer to Figure 1 And Figure 2 , when pouring concrete into the support layer 1, utilize the through hole one 124 on the steel beam 12, the through hole two 133 on the steel column 13, and the through hole three 142 on the V-shaped beam 14 to enable the concrete to be fully filled and improve the filling efficiency; the first threaded hole 122 on the steel beam 12 is provided with a counterbore 1222, and the inner side wall of the counterbore 1222 is provided with a fixing groove 12221. After the concrete enters the fixing groove 12221 and solidifies, it further prevents the loosening of the first screw 1221, thereby strengthening the structural stability and improving the bearing capacity.

[0035] The implementation principle of the embodiment of this application is as follows:

[0036] By adding the steel beam 12, the steel column 13, and the V-shaped beam 14 into the support layer 1, the bearing capacity of the building wall is improved. The fixing protrusion 123 and the fixing hole 131 are used for the cooperation between the steel beam 12 and the steel column 13, and the positioning groove 121 and the positioning protrusion 141 are used for the cooperation between the steel beam 12 and the V-shaped steel 14, which can not only quickly position the installation position but also strengthen the cooperation strength; screws are used for reinforcement at the joints of the steel beam 12, the steel column 13, and the V-shaped steel 14 to further improve the structural stability; through hole one 124, through hole two 133, and through hole three 142 are respectively provided on the steel beam 12, the steel column 13, and the V-shaped steel 14 to improve the efficiency of pouring concrete and make the concrete pouring sufficient.

[0037] The embodiments of this specific implementation manner are all preferred embodiments of this application, and do not limit the protection scope of this application accordingly. Identical components are denoted by the same reference numerals. Therefore, all equivalent changes made according to the structure, shape, and principle of this application shall be covered within the protection scope of this application.

Claims

1. A building wall with a reinforced structure, comprising a support layer (1), and both sides of the support layer are sequentially provided with a thermal insulation layer (2) and a waterproof layer (3), characterized in that: The support layer (1) comprises two vertically placed steel columns (13) and two horizontally placed steel beams (12); two obliquely placed steel frames are arranged between the steel columns (13) and the steel beams (12); the steel frames form a V-shaped beam (14); and the support layer (1) comprises steel meshes (11) located on both sides of the steel beams (12).

2. A building wall with a reinforced structure according to claim 1, characterized in that: The steel beam (12) is provided with a positioning groove (121), and the end surfaces at both ends of the V-shaped beam (14) that are in contact with the steel beam (12) are provided with positioning protrusions (141) corresponding to the positioning groove (121).

3. A building wall with a reinforced structure according to claim 2, characterized in that: A threaded hole (122) is provided on a side of the outer wall of the steel beam (12) away from the positioning groove (121); the threaded hole (122) penetrates the steel beam to the positioning groove (121) and extends downward into the positioning protrusion (141); and the threaded hole (122) is provided with a screw (1221).

4. The building wall with a reinforced structure according to claim 3, characterized in that: The threaded hole 1 (122) is provided with a countersunk hole (1222).

5. The building wall with a reinforced structure according to claim 4, characterized in that: The inner side wall of the countersunk hole (1222) is provided with a fixing groove (12221).

6. The building wall with a reinforced structure according to claim 1, characterized in that: The end surfaces of both ends of the steel beam (12) that are in contact with the steel column (13) are provided with embedding protrusions (123), and the outer side wall of the steel column (13) is provided with embedding holes (131) corresponding to the embedding protrusions (123).

7. The building wall with a reinforced structure according to claim 6, characterized in that: A second threaded hole (132) is provided on the side of the outer wall of the steel column (13) away from the embedding hole (131). The second threaded hole (132) passes through the steel column (13) to the embedding hole (131) and extends downward to the embedding protrusion (123). A second screw (1321) is provided in the second threaded hole (132).

8. The building wall with a reinforced structure according to claim 1, characterized in that: The steel beam (12) is provided with a plurality of vertical through holes (124), the steel column (13) is provided with a plurality of horizontal through holes (133), and the V-shaped beam (14) is provided with a plurality of vertical through holes (142).