A ground anti-subsidence reinforcement structure for heavy equipment

Abstract

The utility model relates to the technical field related to building construction, and in particular to a heavy equipment ground anti-settlement reinforcement structure, comprising a gravel layer, a soil layer and a concrete layer arranged in sequence from bottom to top, a plurality of arched support castings are arranged in the soil layer, a horizontal support plate is arranged on the surface of the soil layer, a plug-in column is arranged on the top of the arched support casting, and a plug-in hole corresponding to the plug-in column is opened on the horizontal support plate; the utility model provides a heavy equipment ground anti-settlement reinforcement structure composed of an arched support casting and a horizontal support plate, and through the arched structure of the arched support casting, the stress on the horizontal support plate is effectively transferred to the deep part of the foundation, so as to avoid stress concentration near the surface and reduce the risk of ground settlement, and at the same time, the arched support casting can reinforce the foundation, improve the bearing capacity and stability of the foundation, and further prevent ground settlement.

Description

Technical Field

[0001] The utility model relates to the technical field related to building construction, and more precisely to a ground anti-settlement reinforcement structure for heavy equipment. Background Art

[0002] Heavy equipment refers to extra-large equipment designed specifically for executing production processes. Heavy equipment is usually composed of an execution system, traction system, structural system, power transmission system, control system and information system. However, due to the large size and weight of heavy equipment, and the strong mechanical vibrations it generates during operation, the installation ground of heavy equipment in many mechanical processing plants has experienced subsidence, thus affecting the normal operation of heavy equipment. Utility Model Content

[0003] The purpose of the utility model is to provide a heavy equipment ground anti-settlement reinforcement structure to prevent the installation ground of the heavy equipment from settling.

[0004] In order to achieve the above purpose, the technical solution of the utility model is as follows:

[0005] A heavy equipment ground anti-subsidence reinforcement structure includes a gravel layer, a soil layer and a concrete layer arranged in sequence from bottom to top, a plurality of arched support castings are provided in the soil layer, a horizontal support plate is provided on the surface of the soil layer, a plug-in column is provided on the top of the arched support casting, and a socket corresponding to the plug-in column is opened on the horizontal support plate.

[0006] Furthermore, two adjacent arched support castings are arranged perpendicular to each other.

[0007] Furthermore, the concrete layer is cast on the upper surface of the soil layer, the arched support casting is pre-buried in the soil layer, and the horizontal support plate is pre-buried in the concrete layer.

[0008] Furthermore, the bottom of the arched supporting casting is connected to the gravel layer.

[0009] Furthermore, a casting cavity is provided in the arched support casting piece, the casting cavity is connected to the bottom of the arched support casting piece, and a casting port connected to the casting cavity is provided on the plug-in column.

[0010] Compared with the prior art, the present invention has the following beneficial effects:

[0011] By setting up a heavy equipment ground anti-subsidence reinforcement structure composed of an arch support casting and a horizontal support plate, the arch structure of the arch support casting can effectively transfer the stress on the horizontal support plate to the deep ground, avoiding stress concentration near the surface and reducing the risk of ground subsidence. At the same time, the arch support casting can reinforce the foundation, improve the bearing capacity and stability of the foundation, and further prevent ground subsidence. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 This is the structure of the present utility model.

[0013] 1. Gravel layer; 2. Soil layer; 3. Concrete layer; 4. Arch support casting; 401. Casting cavity; 5. Horizontal support plate; 6. Connecting column; 601. Casting port. DETAILED DESCRIPTION

[0014] like Figure 1 As shown, a heavy equipment ground anti-subsidence reinforcement structure includes a gravel layer 1, a soil layer 2 and a concrete layer 3 arranged in sequence from bottom to top, a plurality of arched support castings 4 are provided in the soil layer 2, a horizontal support plate 5 is provided on the surface of the soil layer 2, a plug-in column 6 is provided on the top of the arched support casting 4, and a socket corresponding to the plug-in column 6 is opened on the horizontal support plate 5.

[0015] The two adjacent arch support castings 4 are arranged perpendicular to each other; the vertical arrangement allows the bottoms of the two adjacent arch support castings 4 to be dispersed, avoiding stress transfer concentrated at one point, and also allows the arch support castings 4 to be arranged more densely, thereby reinforcing the foundation.

[0016] The concrete layer 3 is cast on the upper surface of the soil layer 2 , the arched support casting 4 is pre-buried in the soil layer 2 , and the horizontal support plate 5 is pre-buried in the concrete layer 3 .

[0017] The bottom of the arched support casting 4 is connected to the gravel layer 1.

[0018] A casting cavity 401 is defined in the arched support casting piece 4 , and the casting cavity 401 is connected to the bottom of the arched support casting piece 4 . A casting port 601 connected to the casting cavity 401 is defined on the plug-in column 6 .

[0019] Working principle:

[0020] By setting up a heavy equipment ground anti-subsidence reinforcement structure composed of an arch support casting 4 and a horizontal support plate 5, the stress on the horizontal support plate 5 is effectively transferred to the deep ground through the arch structure of the arch support casting 4, avoiding stress concentration near the surface and reducing the risk of ground subsidence. At the same time, the arch support casting 4 can reinforce the foundation, improve the bearing capacity and stability of the foundation, and further prevent ground subsidence; when high-pressure grouting is performed through the casting port 601 and the casting cavity 401, cement slurry can penetrate into the gravel layer 1, so that the gravel layer 1 and the arch support casting 4 can form a whole, thereby further ensuring the overall strength of its structure.

[0021] The above shows and describes the basic principles, main features, and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The above embodiments and descriptions are merely preferred examples of the present invention and are not intended to limit the present invention. Various changes and improvements may be made to the present invention without departing from the spirit and scope of the present invention, and such changes and improvements fall within the scope of the present invention. The scope of protection claimed in the present invention is defined by the appended claims and their equivalents.

Claims

1. A heavy equipment ground anti-settlement reinforcement structure, characterized by: The invention comprises a crushed stone layer (1), a soil layer (2) and a concrete layer (3) which are arranged in sequence from bottom to top; a plurality of arched support castings (4) are arranged in the soil layer (2); a horizontal support plate (5) is arranged on the surface of the soil layer (2); a plug-in column (6) is arranged on the top of the arched support casting (4); and a plug-in hole corresponding to the plug-in column (6) is opened on the horizontal support plate (5).

2. The heavy equipment ground anti-settlement reinforcement structure according to claim 1, characterized in that: Two adjacent arched supporting castings (4) are arranged perpendicular to each other.

3. The heavy equipment ground anti-settlement reinforcement structure according to claim 1, characterized in that: The concrete layer (3) is cast on the upper surface of the soil layer (2), the arched support casting (4) is pre-buried in the soil layer (2), and the horizontal support plate (5) is pre-buried in the concrete layer (3).

4. The heavy equipment ground anti-settlement reinforcement structure according to claim 3, characterized in that: The bottom of the arched supporting cast part (4) is connected to the crushed stone layer (1).

5. The heavy equipment ground anti-settlement reinforcement structure according to claim 4, characterized in that: A casting cavity (401) is provided in the arched support casting (4), the casting cavity (401) is connected to the bottom of the arched support casting (4), and a casting port (601) connected to the casting cavity (401) is provided on the plug-in column (6).

Images