Anti-seismic plain brick wall in wine cellar

Abstract

The utility model belongs to the technical field of plain brick walls, and discloses an anti-seismic plain brick wall in a wine cellar, which comprises a foundation ring beam, the constructional column is poured in the middle of the upper surface of the foundation ring beam, and the left side and the right side of the constructional column are each of a concave-convex structure; the anti-seismic plain brick wall in the wine cellar comprises a foundation ring beam, a constructional column and brick walls, the brick walls are built on the left side and the right side of the constructional column, ring beam steel bars are arranged in the foundation ring beam and are transversely arranged, constructional column steel bars are arranged in the constructional column, and the constructional column steel bars are longitudinally arranged. A constructional column is poured on the upper surface of a foundation ring beam, the constructional column and the foundation ring beam form a closed framework together, the shock resistance of the masonry structure is improved, concave-convex structures are adopted on the left side and the right side of the constructional column, and in order to keep the integrity and stability of the masonry, especially when a wall and the constructional column are combined, the structure is simple. The firmness of the structure and the anti-seismic property can be improved, so that the overall anti-seismic property of the bare brick wall is improved.

Description

Technical Field

[0001] The utility model belongs to the technical field of fair - faced brick walls, and particularly relates to an earthquake - resistant fair - faced brick wall in a wine cellar. Background Art

[0002] A fair - faced wall is a wall where, after the outer wall of the brick wall is built, only jointing is required to become a finished product, without the need for external wall decoration. The quality requirements for bricklaying are high, the mortar is full, and the brick joints are regular and beautiful. Compared with a rendered wall, its appearance quality is much higher, while the strength requirements are the same. A fair - faced wall is a wall that is not plastered or faced after masonry to show the texture of the masonry itself. For a fair - faced wall made of clay bricks, it is required to be laid flat, and the mortar joints should be flat, straight, uniform, and the outward part should be smooth. Higher requirements are imposed on the grade of bricks, and jointing is required.

[0003] In the existing technology, the fair - faced brick wall generally does not have an earthquake - resistant structure, resulting in easy collapse when affected by vibration. To solve the above problems, an earthquake - resistant fair - faced brick wall in a wine cellar is proposed. Content of the Utility Model

[0004] The purpose of the utility model is to provide an earthquake - resistant fair - faced brick wall in a wine cellar to solve the above problems.

[0005] The technical scheme adopted by the utility model is as follows: An earthquake - resistant fair - faced brick wall in a wine cellar includes:

[0006] A foundation ring beam;

[0007] A construction column, which is poured on the middle part of the upper surface of the foundation ring beam, and both the left and right sides of the construction column are concave - convex structures;

[0008] A brick wall, which is built on both the left and right sides of the construction column.

[0009] Through the above - mentioned technical scheme, by pouring a construction column on the upper surface of the foundation ring beam, the construction column and the foundation ring beam together form a closed framework, improving the earthquake - resistant ability of the masonry structure. The left and right sides of the construction column adopt concave - convex structures to maintain the integrity and stability of the masonry. Especially when the wall and the construction column are combined, the firmness of the structure can be increased and the earthquake - resistant performance can be improved, thereby improving the overall earthquake - resistant performance of the fair - faced brick wall.

[0010] In a preferred embodiment, the foundation ring beam is internally provided with ring beam steel bars, and the ring beam steel bars are arranged horizontally.

[0011] Through the above - mentioned technical scheme, the overall strength of the foundation ring beam is improved by arranging ring beam steel bars inside the foundation ring beam.

[0012] In a preferred embodiment, the construction column is internally provided with construction column steel bars, and the construction column steel bars are arranged longitudinally.

[0013] Through the above technical solution, the overall strength of the structural column is improved by arranging structural column steel bars inside the structural column.

[0014] In a preferred embodiment, the ring beam steel bars pass through the inside of the structural column steel bars.

[0015] Through the above technical solution, it is ensured that the structural column steel bars penetrate up and down.

[0016] In a preferred embodiment, an earthquake-resistant joint is provided in the middle of the brick wall.

[0017] Through the above technical solution, by providing an earthquake-resistant joint, a possible displacement space is provided to absorb and relieve seismic energy, reduce the stress on the structure, and prevent the building from cracking or being damaged due to the shear force generated by the earthquake.

[0018] In a preferred embodiment, the height of the foundation ring beam is not less than 180 mm.

[0019] In summary, due to the adoption of the above technical solution, the beneficial effect of the present utility model is: the present utility model provides an earthquake-resistant fair-faced brick wall in a wine cellar.

[0020] By pouring a structural column on the upper surface of the foundation ring beam, the structural column and the foundation ring beam together form a closed skeleton, improving the earthquake resistance of the masonry structure. The left and right sides of the structural column adopt a concave-convex structure. In order to maintain the integrity and stability of the masonry, especially when the wall and the structural column are combined, the firmness of the structure can be increased and the earthquake resistance performance can be improved, thereby improving the overall earthquake resistance performance of the fair-faced brick wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a structural schematic diagram of the present utility model;

[0022] Figure 2 It is a connection state diagram of the foundation ring beam and the structural column in the present utility model.

[0023] Markings in the figure: 1 - foundation ring beam; 11 - ring beam steel bars; 2 - structural column; 21 - structural column steel bars; 3 - brick wall; 31 - earthquake-resistant joint. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0024] To make the objectives, technical solutions, and advantages of the embodiments of the present utility model clearer, the technical solutions in the embodiments of the present utility model will be clearly and completely described below in conjunction with the embodiments of the present utility model. Obviously, the described embodiments are some, but not all, of the embodiments of the present utility model. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0025] The following will be combined withFigure 1-2 A detailed description is given to a seismic fair - faced brick wall in a wine cellar according to an embodiment of the present utility model.

[0026] Embodiment:

[0027] A seismic fair - faced brick wall in a wine cellar includes:

[0028] A foundation ring beam 1, the height of the foundation ring beam 1 is not less than 180 mm;

[0029] A construction column 2, which is cast on the middle part of the upper surface of the foundation ring beam 1. Both the left and right sides of the construction column 2 are concave - convex structures. By casting the construction column 2 on the upper surface of the foundation ring beam 1, the construction column 2 and the foundation ring beam 1 together form a closed framework, improving the seismic resistance of the masonry structure. The left and right sides of the construction column 2 adopt concave - convex structures. In order to maintain the integrity and stability of the masonry, especially when the wall and the construction column are combined, the firmness of the structure can be increased and the seismic performance can be improved, thus improving the overall seismic performance of the fair - faced brick wall;

[0030] The foundation ring beam 1 is internally provided with ring beam steel bars 11, and the ring beam steel bars 11 are arranged horizontally. By arranging the ring beam steel bars 11 inside the foundation ring beam 1, the overall strength of the foundation ring beam 1 is improved. The construction column 2 is internally provided with construction column steel bars 21, and the construction column steel bars 21 are arranged longitudinally. By arranging the construction column steel bars 21 inside the construction column 2, the overall strength of the construction column 2 is improved. The ring beam steel bars 11 pass through the inner side of the construction column steel bars 21 to ensure that the construction column steel bars 21 are vertically continuous;

[0031] A brick wall 3, which is built on both the left and right sides of the construction column 2. An anti - seismic joint 31 is arranged in the middle of the brick wall 3. By arranging the anti - seismic joint 31, a possible displacement space is provided to absorb and relieve seismic energy, reduce the stress on the structure, and prevent the building from cracking or being damaged due to the shear force generated by an earthquake.

[0032] Working principle:

[0033] By casting the construction column 2 on the upper surface of the foundation ring beam 1, the construction column 2 and the foundation ring beam 1 together form a closed framework, improving the seismic resistance of the masonry structure. The left and right sides of the construction column 2 adopt concave - convex structures. In order to maintain the integrity and stability of the masonry, especially when the wall and the construction column are combined, the firmness of the structure can be increased and the seismic performance can be improved, thus improving the overall seismic performance of the fair - faced brick wall.

[0034] The above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements on some of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the present invention.

Claims

1. An earthquake-resistant plain brick wall in a wine cellar, characterized by: include: Foundation ring beam (1); A structural column (2) is cast in the middle of the upper surface of the foundation ring beam (1), and both left and right sides of the structural column (2) are concave-convex structures; Brick walls (3) are built on the left and right sides of the structural column (2).

2. The earthquake-resistant plain brick wall in a wine cellar according to claim 1, characterized in that: Ring beam reinforcement (11) is arranged inside the foundation ring beam (1), and the ring beam reinforcement (11) is arranged transversely.

3. The earthquake-resistant plain brick wall in a wine cellar according to claim 1, characterized in that: A structural column steel bar (21) is arranged inside the structural column (2), and the structural column steel bar (21) is arranged longitudinally.

4. The earthquake-resistant plain brick wall in a wine cellar as claimed in claim 2, characterized in that: The ring beam reinforcement (11) passes through the inner side of the structural column reinforcement (21).

5. The earthquake-resistant plain brick wall in a wine cellar according to claim 1, characterized in that: An anti-seismic joint (31) is provided in the middle of the brick wall (3).

6. The earthquake-resistant exposed brick wall in a wine cellar according to claim 1, characterized in that: The height of the foundation ring beam (1) is not less than 180 mm.

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