Building service foundation reinforcing structure

Abstract

The utility model discloses a building service foundation reinforcing structure, belongs to the technical field of soft foundation reinforcement, and solves the problems that the limiting effect of an existing device on a reinforcing pipe is poor, the position of the reinforcing pipe is easy to deviate due to the fact that the reinforcing pipe is impacted by concrete during grouting, and follow-up engineering is affected. Ground nails are fixedly mounted on the bottom surfaces of the reinforcing pipes; convex edges are arranged in the middles of the four side walls of the outer surface of the reinforcing pipe, threaded holes distributed in a linear array mode are formed in the middles of the four side walls of the outer surface of the reinforcing pipe, rectangular grooves communicated with the threaded holes are formed in the side walls of the convex edges, a limiting assembly is arranged in the reinforcing pipe, and limiting nails are inserted into a foundation. And then the reinforcing pipe is limited, the purpose of efficiently limiting the reinforcing pipe is achieved, the situation that the position of the reinforcing pipe deviates in the grouting process is avoided, and the safety quality of a project can be improved.

Description

Technical Field

[0001] This utility model relates to the field of soft soil foundation reinforcement technology, specifically a building service foundation reinforcement structure. Background Technology

[0002] Soft foundations are mainly composed of silt, silty soil, fill, miscellaneous fill, or other highly compressible soil layers. Soft foundations are characterized by high water content, high compressibility, and low strength, which can easily lead to large and uneven settlement of buildings.

[0003] A search revealed that patent application number 202320371643.1 discloses a soft foundation reinforcement structure, including a foundation body, with multiple reinforcing ground nails fixedly installed inside the foundation body, and a drainage and grouting mechanism for draining the foundation body while facilitating grouting; the drainage and grouting mechanism is located on one side of the reinforcing ground nails, and includes a reinforcement component located on one side of the reinforcing ground nails;

[0004] Although this soft soil foundation reinforcement structure improves reinforcement efficiency by driving reinforcement nails and pipes into the ground and leaving one side of the pipes protruding from the foundation surface to facilitate water drainage, and then injecting grout through high-pressure grouting pipes, with the grout extending into the foundation through flow holes, the structure has poor positioning of the reinforcement pipes. During grouting, the high-pressure injected concrete generates a strong impact force, which can easily cause the reinforcement pipes to shift, leading to problems such as grouting range deviation and uneven reinforcement. This can not only weaken the overall structural stability and increase subsequent repair costs, but also delay the construction period and create safety hazards, failing to meet the stringent requirements of modern engineering for construction precision and quality control.

[0005] Therefore, we propose a building service foundation reinforcement structure. Utility Model Content

[0006] In view of the shortcomings of the existing technology, this utility model provides a building service foundation reinforcement structure, which solves the problem that the existing device has a poor limiting effect on the reinforcement pipe. During grouting, the reinforcement pipe is subjected to the impact of concrete, and its position is easy to shift, thus affecting the subsequent project.

[0007] To achieve the above objectives, this utility model is implemented through the following technical solution: a building service foundation reinforcement structure, comprising a square and hollow reinforcement pipe, wherein ground nails are fixedly installed on the bottom surface of the reinforcement pipe;

[0008] The four side walls on the outer surface of the reinforcing pipe are provided with protruding ridges in the middle, and the four side walls on the outer surface of the reinforcing pipe are provided with threaded holes arranged in a linear array in the middle. The side walls of the protruding ridges are provided with rectangular grooves that communicate with the threaded holes. The reinforcing pipe is provided with a limit component inside. The four side walls on the outer surface of the reinforcing pipe are provided with slurry discharge holes arranged in a linear array on the left and right sides.

[0009] The limiting component includes a rotating rod disposed inside the reinforcing tube. The bottom end of the rotating rod is rotatably mounted on the center of the top surface of the ground nail via a bearing ring. A first bevel gear, arranged in a linear array and corresponding one-to-one with the position and number of threaded holes, is fixedly fitted on the outer surface of the rotating rod. A threaded rod is threadedly fitted inside the threaded hole. A second bevel gear, meshing with the first bevel gear, is fixedly installed at the end of the threaded rod near the rotating rod. The end of the threaded rod away from the rotating rod is flush with the side of the convex ridge away from the reinforcing tube. A slider threadedly fitted on the outer surface of the threaded rod is slidably fitted inside the rectangular groove. Limiting pins are fixedly installed at the four corners of the slider on the side away from the rotating rod.

[0010] Preferably, the limiting pin and the slider are integrally formed, and the reinforcing tube and the protruding ridge are integrally formed. The integrally formed structure has no splicing or assembly interface, the overall structure is more continuous and complete, can distribute stress more evenly, reduce stress concentration, and thus improve the strength and stability of the structure.

[0011] Preferably, a horizontal plate is fixedly installed at the top of the inner wall of the reinforcing pipe, and the top of the rotating rod is rotatably fitted into the middle of the horizontal plate through a bearing ring, so as to support the top of the rotating rod through the horizontal plate.

[0012] Preferably, a handwheel is fixedly installed on the top surface of the rotating rod, wherein the rotating rod is easily rotated by means of the handwheel.

[0013] Preferably, a support plate is fixedly fitted at the top of the outer surface of the reinforcing pipe, and the top surface of the support plate is flush with the top surface of the reinforcing pipe. The support plate can support the reinforcing pipe by contacting the surface of the foundation, thus preventing the reinforcing pipe from sinking.

[0014] This utility model provides a foundation reinforcement structure for building services. It has the following beneficial effects:

[0015] This building service foundation reinforcement structure uses a handwheel to drive a rotating rod and a first bevel gear to rotate. The meshing of the first and second bevel gears allows the threaded rod to rotate inside the threaded hole, causing a slider to move along the inner wall of a rectangular groove. The slider pushes a limiting pin into the foundation, thus limiting the position of the reinforcement pipe. Furthermore, the support plate, in contact with the foundation surface, supports the reinforcement pipe, preventing it from sinking. This achieves efficient positioning of the reinforcement pipe, preventing displacement during grouting and improving project safety and quality. It also solves the problem of existing devices having poor positioning performance for reinforcement pipes, which can easily shift the pipe's position during grouting due to the impact of concrete, thus affecting subsequent work. Attached Figure Description

[0016] Figure 1 This is a schematic diagram of the structure of this utility model;

[0017] Figure 2 This is a schematic cross-sectional view of the reinforced pipe of this utility model;

[0018] Figure 3 This is a schematic diagram of the limiting component structure of this utility model;

[0019] Figure 4 This is a schematic diagram of the slider and threaded rod structure of this utility model.

[0020] In the diagram: 1. Reinforcing pipe; 11. Raised ridge; 12. Rectangular groove; 13. Threaded hole; 14. Grout discharge hole; 2. Ground nail; 3. Limiting component; 31. Rotating rod; 32. First bevel gear; 33. Second bevel gear; 34. Threaded rod; 35. Slider; 36. Limiting nail; 37. Horizontal plate; 38. Handwheel; 4. Support plate. Detailed Implementation

[0021] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0022] Example 1:

[0023] like Figure 1-4 As shown: It includes a square-shaped, hollow reinforcing tube 1, with a ground nail 2 fixedly installed on the bottom surface of the reinforcing tube 1;

[0024] The four side walls of the outer surface of the reinforcing pipe 1 are provided with protruding ribs 11 in the middle, and the four side walls of the outer surface of the reinforcing pipe 1 are provided with threaded holes 13 arranged in a linear array in the middle. The side walls of the protruding ribs 11 are provided with rectangular grooves 12 that communicate with the threaded holes 13. The interior of the reinforcing pipe 1 is provided with a limit component 3. The left and right sides of the four side walls of the outer surface of the reinforcing pipe 1 are provided with slurry discharge holes 14 arranged in a linear array.

[0025] The limiting component 3 includes a rotating rod 31 disposed inside the reinforcing tube 1. The bottom end of the rotating rod 31 is rotatably mounted in the middle of the top surface of the ground nail 2 via a bearing ring. A first bevel gear 32, arranged in a linear array and corresponding one-to-one with the position and number of threaded holes 13, is fixedly fitted on the outer surface of the rotating rod 31. A threaded rod 34 is threadedly fitted inside the threaded hole 13. A second bevel gear 33, which meshes with the first bevel gear 32, is fixedly installed at the end of the threaded rod 34 near the rotating rod 31. The end of the threaded rod 34 away from the rotating rod 31 is flush with the side of the convex ridge 11 away from the reinforcing tube 1. A slider 35, which is threadedly fitted on the outer surface of the threaded rod 34, is slidably fitted inside the rectangular groove 12. Limiting pins 36 are fixedly installed at the four corners of the slider 35 away from the rotating rod 31.

[0026] Furthermore, the limiting pin 36 and the slider 35 are integrally formed, and the reinforcing tube 1 and the protruding ridge 11 are integrally formed.

[0027] Among them, the one-piece molded structure has no splicing or assembly interfaces, the overall structure is more continuous and complete, and can distribute stress more evenly, reduce stress concentration, and thus improve the strength and stability of the structure.

[0028] Furthermore, a horizontal plate 37 is fixedly installed at the top of the inner wall of the reinforcing pipe 1, and the top of the rotating rod 31 is rotatably fitted onto the middle of the horizontal plate 37 via a bearing ring.

[0029] This allows the top of the rotating rod 31 to be supported by the cross plate 37.

[0030] Furthermore, a handwheel 38 is fixedly installed on the top surface of the rotating rod 31, which facilitates the rotation of the rotating rod 31.

[0031] Furthermore, a support plate 4 is fixedly fitted to the top of the outer surface of the reinforcing pipe 1, and the top surface of the support plate 4 is flush with the top surface of the reinforcing pipe 1.

[0032] Among them, by having the support plate 4 contact the surface of the foundation, the reinforcement pipe 1 can be supported, thus preventing the reinforcement pipe 1 from sinking.

[0033] The working principle and usage process of this utility model: This building service foundation reinforcement structure, when in use, first drive the ground nail 2 and the reinforcement pipe 1 into the foundation, then the bottom surface of the support plate 4 contacts the top surface of the foundation, the water inside the foundation enters the interior of the reinforcement pipe 1 through the grout drain hole 14, then the water inside the reinforcement pipe 1 is pumped out using an external water pipe, then the handwheel 38 drives the rotating rod 31 and the first bevel gear 32 to rotate, through the meshing of the first bevel gear 32 and the second bevel gear 33, the threaded rod 34 can rotate inside the threaded hole 13, then the slider 35 moves along the inner wall of the rectangular groove 12, the slider 35 pushes the limiting nail 36 into the foundation, then limits the reinforcement pipe 1, then the high-pressure grouting pipe is connected to the reinforcement pipe 1, then the concrete flows through the grout drain hole 14 inside the foundation, and then the foundation is reinforced.

[0034] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. It will be apparent to those skilled in the art that this utility model is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or basic characteristics of this utility model. Therefore, the embodiments should be considered exemplary and non-limiting in all respects. The scope of this utility model is defined by the appended claims rather than the foregoing description, and thus all variations falling within the meaning and scope of equivalents of the claims are intended to be included within this utility model. No reference numerals in the claims should be construed as limiting the scope of the claims.

[0035] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A building service foundation reinforcement structure, comprising a square and hollow reinforcement pipe (1), wherein ground nails (2) are fixedly installed on the bottom surface of the reinforcement pipe (1); characterized in that The four side walls of the outer surface of the reinforcing pipe (1) are provided with protruding ridges (11) in the middle. The four side walls of the outer surface of the reinforcing pipe (1) are provided with threaded holes (13) arranged in a linear array in the middle. The side wall of the protruding ridge (11) is provided with a rectangular groove (12) that communicates with the threaded holes (13). The interior of the reinforcing pipe (1) is provided with a limiting component (3). The left and right sides of the four side walls of the outer surface of the reinforcing pipe (1) are provided with slurry discharge holes (14) arranged in a linear array. The limiting component (3) includes a rotating rod (31) disposed inside the reinforcing tube (1). The bottom end of the rotating rod (31) is rotatably mounted on the middle of the top surface of the ground nail (2) via a bearing ring. The outer surface of the rotating rod (31) is fixedly fitted with a first bevel gear (32) arranged in a linear array and corresponding one-to-one with the position and number of the threaded holes (13). The threaded hole (13) is threadedly fitted with a threaded rod (34). The end of the threaded rod (34) near the rotating rod (31) is fixedly fitted with a second bevel gear (33) that meshes with the first bevel gear (32). The end of the threaded rod (34) away from the rotating rod (31) is flush with the side of the convex ridge (11) away from the reinforcing tube (1). The rectangular groove (12) is slidably fitted with a slider (35) threadedly fitted on the outer surface of the threaded rod (34). Limiting pins (36) are fixedly installed at the four corners of the slider (35) away from the rotating rod (31).

2. A building service foundation reinforcement structure according to claim 1, wherein: The limiting pin (36) and the slider (35) are integrally formed, and the reinforcing tube (1) and the protruding ridge (11) are integrally formed.

3. A building service foundation reinforcement structure according to claim 1, wherein: A horizontal plate (37) is fixedly installed at the top of the inner wall of the reinforcing pipe (1), and the top of the rotating rod (31) is rotatably fitted onto the middle of the horizontal plate (37) through a bearing ring.

4. A building service foundation reinforcement structure according to claim 1, wherein: A handwheel (38) is fixedly installed on the top surface of the rotating rod (31).

5. A building service foundation reinforcement structure according to claim 1, wherein: A support plate (4) is fixedly fitted on the top of the outer surface of the reinforcing pipe (1), and the top surface of the support plate (4) is flush with the top surface of the reinforcing pipe (1).

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