Anti-overturning and anti-sliding structure for surrounding wall of basement

By setting up stretch beams between the fence retaining wall and the basement structure, especially upturned stretch beams, and connecting them through oblique planting reinforcement, the tensile resistance of concrete components is enhanced, and the problems of overturning and anti-slip caused by the limitation of the construction space of the fence around the basement are solved, and the stability of the structure is achieved.

CN223163919UActive Publication Date: 2025-07-29ZHEJIANG QINGMO ENG SURVEY & DESIGN CO LTD
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Patent Information

Application Number
CN202421991105.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-16
Publication Date
2025-07-29
Estimated Expiration
2034-08-16

AI Technical Summary

Technical Problem

During the construction of the surrounding fences around the basement, due to the limitation of construction space, the length of the inner side of the strip foundation of the surrounding fence is limited, which cannot meet the requirements of anti-capsulation and anti-slip.

Method used

A stretch beam is arranged between the fence retaining wall and the basement structure, especially the upturned pull beam, and the basement roof panel is connected by obliquely grafting reinforcement to enhance the tensile resistance at the junction of new and old concrete components.

Benefits of technology

It effectively avoids overturning and slipping of the retaining walls, meets the design requirements of anti-overturning and anti-slip, and solves the problem of limited construction space.

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Abstract

The utility model discloses an anti-overturning and anti-sliding structure for a surrounding wall of a basement, which comprises a basement structure and a wall retaining wall, and a straining beam is arranged between the wall retaining wall and the basement structure for connection. The straining beam is arranged between the enclosing wall retaining wall and the basement structure, so that the enclosing wall retaining wall is prevented from overturning and sliding. The problems that the construction space, close to the basement outer wall side, of the enclosing wall lower strip-shaped foundation is limited, the length of the inner side overhanging edge of the surrounding enclosing wall strip-shaped foundation is limited, and the overturning resistance and the sliding resistance of the surrounding enclosing wall retaining wall cannot meet the requirements can be avoided.
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Description

Technical Field

[0001] The utility model relates to the technical field of building structures, and particularly relates to an anti-overturning and anti-sliding structure for the perimeter wall of a basement. Background Art

[0002] In some building projects with basement structures, when the perimeter wall of the basement is constructed later, due to the limited construction space on the side of the strip foundation under the wall close to the basement exterior wall, the length of the overhanging edge on the inner side of the strip foundation of the perimeter wall is limited, resulting in the inability to meet the requirements for anti-overturning and anti-sliding of the perimeter wall retaining wall. Summary of the Utility Model

[0003] The purpose of the utility model is to overcome the defects of the prior art and provide an anti-overturning and anti-sliding structure for the perimeter wall of a basement.

[0004] To achieve the above purpose, the utility model adopts the following technical solutions:

[0005] An anti-overturning and anti-sliding structure for the perimeter wall of a basement, comprising a basement structure and a perimeter wall retaining wall, characterized in that a tie beam is arranged between the perimeter wall retaining wall and the basement structure for connection.

[0006] In the utility model, a tie beam is arranged between the perimeter wall retaining wall and the basement structure to prevent the perimeter wall retaining wall from overturning and sliding.

[0007] Preferably, the tie beam is an upward-turning tie beam. In the utility model, the upward-turning tie beam is adopted as the structural form to connect the perimeter wall retaining wall and the basement structure.

[0008] Preferably, the basement structure includes a basement top slab, and one end of the upward-turning tie beam is located at the elevation of the basement top slab. In the utility model, by arranging the upward-turning tie beam at the elevation of the already constructed basement top slab, the effect of effectively ensuring that the tie beam and the basement jointly resist the overturning and sliding of the retaining wall is achieved.

[0009] Preferably, the basement top slab and the upward-turning tie beam are connected by inclined bar planting. The upward-turning tie beam and the already constructed basement top slab are connected by the inclined bar planting process, which enhances the tensile capacity at the junction of the new and old concrete components, thereby playing a better role in anti-overturning and anti-sliding, and realizing the effect that the tie beam and the already constructed basement jointly resist the overturning and sliding of the retaining wall.

[0010] Preferably, the elevation of the basement top slab is between the high ground elevation and the low ground elevation.

[0011] The beneficial effects of the utility model compared with the prior art are:

[0012] In the present utility model, a tie beam is provided between the perimeter wall retaining wall and the basement structure to prevent the perimeter wall retaining wall from overturning and slipping. This can avoid the situation where the length of the overhanging edge on the inner side of the strip foundation under the perimeter wall is limited due to the restricted construction space on the side of the strip foundation under the perimeter wall close to the exterior wall of the basement, resulting in the anti-overturning and anti-sliding of the perimeter wall retaining wall not meeting the requirements.

[0013] The following further describes the present utility model in conjunction with the accompanying drawings and specific embodiments. Description of the Drawings

[0014] To more clearly illustrate the technical solutions of the embodiments of the present utility model, the following briefly introduces the accompanying drawings required for the description of the embodiments. Obviously, the accompanying drawings in the following description are some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other accompanying drawings can also be obtained based on these drawings.

[0015] Figure 1 A schematic structural diagram of a structure for preventing the overturning and sliding of a perimeter wall around a basement in the present utility model.

[0016] Reference Numerals:

[0017] 1, perimeter wall retaining wall; 2, basement structure; 3, strip foundation under the wall; 4, up-turned tie beam; 5, inclined implanted steel bars. Detailed Embodiments

[0018] The following will clearly and completely describe the technical solutions in the embodiments of the present utility model in conjunction with the accompanying drawings in 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 fall within the protection scope of the present utility model.

[0019] As Figure 1 shown, this embodiment is a structure for preventing the overturning and sliding of a perimeter wall around a basement, including a basement structure and a perimeter wall retaining wall 1, and a tie beam is provided between the perimeter wall retaining wall 1 and the basement structure 2 for connection.

[0020] In this embodiment, a tie beam is provided between the perimeter wall retaining wall and the basement structure to prevent the perimeter wall retaining wall from overturning and slipping.

[0021] In one embodiment, the tie beam is an up-turned tie beam 4. In this embodiment, the up-turned tie beam structure form is adopted to connect the perimeter wall retaining wall 1 and the basement structure 2.

[0022] In one embodiment, the basement structure includes a basement top slab, and the up-turned tie beam is located at one end of the basement structure at the elevation of the basement top slab. In this embodiment, by arranging the up-turned tie beam at the elevation of the already constructed basement top slab, the effect of the tie beam and the basement jointly resisting the overturning and sliding of the retaining wall is effectively ensured.

[0023] In one embodiment, the basement top slab and the up-turned tie beam are connected by obliquely-planted steel bars 5. The up-turned tie beam and the already constructed basement top slab are connected by the obliquely-planted steel bar process, which enhances the tensile capacity at the junction of the new and old concrete members, thereby playing a better role in resisting overturning and sliding, and realizing the effect of the tie beam and the already constructed basement jointly resisting the overturning and sliding of the retaining wall.

[0024] In one embodiment, the elevation of the basement top slab is between the high ground elevation and the low ground elevation.

[0025] As described above, the above are only the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art within the technical scope disclosed by the present invention can easily think of various equivalent modifications or substitutions, and these modifications or substitutions should all be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims

1. An anti-overturning and anti-sliding structure for the perimeter wall of a basement, comprising a basement structure and a retaining wall of the perimeter wall, characterized in that, A tie beam is provided for connecting the retaining wall and the basement structure.

2. The anti-overturning and anti-sliding structure for the perimeter wall of the basement according to claim 1, wherein The tie beam is an upward-turning tie beam.

3. The anti-overturning and anti-sliding structure for the perimeter wall of the basement according to claim 2, characterized in that, The basement structure includes a basement top slab, and one end of the upward-turning tie beam is located at the elevation of the basement top slab.

4. The anti-overturning and anti-sliding structure for the perimeter wall of the basement according to claim 3, characterized in that, The basement top slab and the upward-turning tie beam are connected by inclined embedded bars.

5. The anti-overturning and anti-sliding structure for the perimeter wall of the basement according to claim 4, characterized in that, The elevation of the basement top slab is between the high ground elevation and the low ground elevation.