Soil nailing wall supporting structure

By using barbed fixing rods and reinforcements in the soil nail wall, the problem of weak bonding ability between the insert and concrete is solved, and the stability and floating resistance of the soil nail wall are improved.

CN223293072UActive Publication Date: 2025-09-02BEIJING DONGDI GEOTECHNICAL ENG CO LTD
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Patent Information

Application Number
CN202422746430.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-11-11
Publication Date
2025-09-02
Estimated Expiration
2034-11-11

AI Technical Summary

Technical Problem

The bonding ability of the insertion ribs and concrete in the existing soil nail wall is weak, which leads to the insertion ribs being easily moved and affects the structural stability.

Method used

A fixed rod with barbs is inserted into the soil slope and merged with the concrete after the concrete is poured. The reinforcement is automatically unfolded to enhance the resistance to tension and floating resistance. At the same time, the reinforcement mesh is used to enhance the stability of the concrete layer.

Benefits of technology

The overall stability and floating resistance of the soil nail wall support structure are improved, the fixed rods are prevented from squirting, and the structural strength and stability of the concrete layer are enhanced.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a soil nailing wall supporting structure, which comprises a soil slope body, a plurality of rows of mounting holes, a plurality of soil nailing wall supporting structures and a plurality of soil nailing wall supporting structures, wherein the slope surface of the soil slope body is provided with a plurality of rows of mounting holes; the fixing rod is arranged in the mounting hole in an inserted mode, a plurality of layers of barbs are arranged on the side wall of the fixing rod, and the barbs are obliquely arranged in the direction facing the end of the fixing rod; the end head is in threaded connection with the fixing rod and presses the slope surface of the soil slope body; and the concrete layer is arranged on the slope surface of the soil slope body. The soil nailing wall supporting structure has the advantages that the fixing rod with the barbs is arranged to penetrate into the soil slope body, the fixing rod can be integrated with concrete after concrete pouring is completed, meanwhile, the anti-drawing force in the reverse direction of the fixing rod can be increased, the fixing rod is prevented from moving, and meanwhile the stability of the whole soil nailing wall supporting structure is improved.
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Description

Technical Field

[0001] The utility model relates to the field of building construction, in particular to a soil nail wall supporting structure. Background Art

[0002] The soil nail wall is formed by reinforcing the natural soil in situ through the soil nail wall and combining it with the sprayed concrete panel to form a gravity retaining wall to resist the soil pressure behind the wall, thereby maintaining the stability of the excavation surface. This soil retaining wall is called a soil nail wall.

[0003] Soil nail walls are built by drilling, inserting rebars and grouting. However, in actual work, after the rebars are poured, the bonding ability between the rebars and the concrete is relatively weak, which causes the rebars to easily move, affecting the stability of the entire structure and needs to be improved. Utility Model Content

[0004] In view of the deficiencies in the prior art, the purpose of the present invention is to provide a soil nail wall support structure which has the effect of improving structural stability.

[0005] The above technical objectives of the present invention are achieved through the following technical solutions: A soil nail wall support structure, comprising:

[0006] The slope body has a plurality of rows of mounting holes on its slope surface;

[0007] A fixing rod is inserted into the mounting hole, and a side wall of the fixing rod is provided with multiple layers of barbs, and the barbs are arranged obliquely toward the end of the fixing rod;

[0008] An end head is threadedly connected to the fixing rod and presses the slope surface of the soil slope body;

[0009] The concrete layer is arranged on the slope surface of the soil slope body.

[0010] In a preferred example, the present invention can be further configured as follows: the outer wall of the fixing rod is provided with multiple circles of reinforcement rings, and the reinforcement rings are fixed to the barbs of each layer.

[0011] In a preferred example, the present invention can be further configured as follows: a reinforcement piece is provided at the tail end of the fixing rod.

[0012] In a preferred example, the present invention can be further configured as follows: the reinforcement includes a tube body, a plate body and a driving mechanism, the tube body is threadedly connected to the lower end of the fixing rod body, the upper end of the plate body is rotatably connected to the lower end of the tube body, and the driving mechanism is used to control the lower end of the plate body to flip outward.

[0013] In a preferred example, the present invention can be further configured as follows: the driving mechanism includes a driving rod, a driving tube and a push rod, the driving rod is vertically arranged in the tube body, the driving tube is vertically slidably connected to the driving rod, and the lower end is lower than the lower end of the plate body, one end of the push rod is rotatably connected to the outer wall of the driving tube, and the other end is tilted upward and rotatably connected to the inner wall of the lower end of the plate body.

[0014] In a preferred example, the present invention can be further configured as follows: a steel mesh is provided in the concrete layer, the upper end of the steel mesh is bent and extended to the upper end surface of the slope body, and the upper end of the concrete layer covers the upper end of the steel mesh.

[0015] In a preferred example, the present invention can be further configured as follows: the upper end of the steel mesh is vertically and spaced apart with a plurality of inserted bars inserted into the soil slope body.

[0016] In a preferred example, the present invention can be further configured as follows: the lower end of the inserted reinforcement is bent to be provided with a hook for hooking the fixing rod of the uppermost layer.

[0017] In summary, the present invention has the following beneficial effects:

[0018] 1. By setting a fixing rod with barbs and piercing it into the soil slope, after the concrete pouring is completed, it can be integrated with the concrete, and at the same time, it can increase the reverse tensile strength of the fixing rod, prevent the fixing rod from moving, and at the same time increase the stability of the entire soil nail wall support structure;

[0019] 2. By providing an automatically expanding reinforcement member, it can automatically expand after the anti-floating fixing rod is installed, thereby increasing the anti-shearing performance of the anti-floating fixing rod and ensuring the structural strength and operational stability of the anti-floating fixing rod;

[0020] 3. Fix the steel mesh by setting dowel bars to increase the stability of the steel mesh and ensure the structural strength and stability of the concrete layer. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a structural diagram of an embodiment;

[0022] Figure 2 1 is a schematic diagram of the internal structure of an embodiment;

[0023] Figure 3 is a structural schematic diagram of a fixing rod of an embodiment;

[0024] Figure 4 is a schematic structural diagram of a reinforcement member of an embodiment;

[0025] Figure 5 It is a structural diagram of the dowel of the embodiment.

[0026] Figure numerals: 1. Slope body; 2. Fixing rod; 21. Barb; 22. Reinforcement ring; 3. End; 4. Concrete layer; 5. Mounting hole; 6. Reinforcement member; 61. Tube body; 62. Plate body; 63. Driving mechanism; 64. Driving rod; 65. Driving tube; 66. Push rod; 7. Steel mesh; 8. Inserted rebar; 81. Hook. DETAILED DESCRIPTION

[0027] The present invention will be described in further detail below with reference to the accompanying drawings.

[0028] like Figure 1 、 Figure 2 As shown, a soil nail wall support structure includes a soil slope body 1, a fixing rod 2, an end 3 and a concrete layer 4.

[0029] like Figure 1 、 Figure 2 As shown, the slope surface of the earth slope body 1 is provided with multiple rows of mounting holes 5, and the fixing rods 2 are inserted into the mounting holes 5. The end 3 is threadedly connected to the fixing rod 2 and presses the slope surface of the earth slope body 1. The concrete layer 4 is provided on the slope surface of the earth slope body 1.

[0030] like Figure 2 、 Figure 3 As shown, the side wall of the fixing rod 2 is provided with multiple layers of barbs 21, which are inclined toward the end of the fixing rod 2, and the outer wall of the fixing rod 2 is provided with multiple circles of reinforcement rings 22, which are fixed to each layer of barbs 21.

[0031] Therefore, by setting a fixing rod 2 with barbs 21 to penetrate into the soil slope body 1, after the concrete pouring is completed, it can be integrated with the concrete, and at the same time, the reverse tensile force of the fixing rod 2 can be increased to prevent the fixing rod 2 from moving, and at the same time increase the stability of the entire soil nail wall support structure.

[0032] like Figure 3 、 Figure 4 As shown, a reinforcement 6 is provided at the tail end of the fixing rod 2, and the reinforcement 6 includes a tube body 61, a plate body 62 and a driving mechanism 63. The tube body 61 is threadedly connected to the lower end of the rod body of the fixing rod 2, and the upper end of the plate body 62 is rotatably connected to the lower end of the tube body 61. The driving mechanism 63 is used to control the lower end of the plate body 62 to flip outward.

[0033] like Figure 3 、 Figure 4As shown, the driving mechanism 63 includes a driving rod 64, a driving tube 65 and a push rod 66. The driving rod 64 is vertically arranged in the tube body 61, and the driving tube 65 is vertically slidably connected to the driving rod 64, and the lower end is lower than the lower end of the plate body 62. One end of the push rod 66 is rotatably connected to the outer wall of the driving tube 65, and the other end is tilted upward and rotatably connected to the inner wall of the lower end of the plate body 62.

[0034] When installing the fixing rod 2, as the fixing rod 2 gradually extends downward, the driving tube 65 will contact the bottom wall of the mounting hole 5, and during the continuous descent of the fixing rod 2, the driving tube 65 will slide upward and control the push rod 66 to move synchronously. At this time, the push rod 66 drives the lower end of the plate body 62 to automatically flip outward, thereby realizing the automatic opening of the reinforcement 6.

[0035] Therefore, after pouring, the outward-expanded plate 62 can form an anti-floating node in the opposite direction at the bottom position of the fixed rod 2 to resist the buoyancy and surge force of the groundwater, increase the overall structural strength and anti-floating ability of the fixed rod 2, and ensure the stability of the structure.

[0036] like Figure 2 、 Figure 5 As shown, a steel mesh 7 is provided in the concrete layer 4, and the upper end of the steel mesh 7 is bent and extended to the upper end surface of the slope body 1. The upper end of the concrete layer 4 covers the upper end of the steel mesh 7 to increase the stability of the concrete layer 4 and prevent the concrete layer 4 from cracking.

[0037] like Figure 2 、 Figure 5 As shown, the upper end of the steel mesh 7 is vertically and spaced apart with a plurality of dowel bars 8 inserted into the slope body 1, which increases the stability of the steel mesh 7 and ensures the structural strength and stability of the concrete layer 4. The lower end of the dowel bar 8 is bent and provided with a hook 81 for hooking the uppermost fixing rod 2, so as to be mutually tied with the fixing rod 2 to increase the structural strength and stability.

[0038] The specific embodiments are merely explanations of the present invention and are not limitations of the present invention. After reading this specification, those skilled in the art may make non-creative modifications to the embodiments as needed. However, as long as they are within the scope of the claims of the present invention, they are protected by patent law.

Claims

1. A soil nail wall support structure, characterized by: include: A soil slope body (1), wherein the slope surface of the soil slope body (1) is provided with multiple rows of mounting holes (5); A fixing rod (2) is inserted into the mounting hole (5), and a side wall of the fixing rod (2) is provided with multiple layers of barbs (21), and the barbs (21) are arranged obliquely toward the end of the fixing rod (2); The end head (3) is threadedly connected to the fixing rod (2) and presses the slope surface of the soil slope body (1); A concrete layer (4) is provided on the slope surface of the soil slope body (1).

2. The soil nail wall support structure according to claim 1, characterized in that: The outer wall of the fixing rod (2) is provided with a plurality of reinforcing rings (22), and the reinforcing rings (22) are fixed to the barbs (21) of each layer.

3. The soil nail wall support structure according to claim 2, characterized in that: A reinforcement piece (6) is provided at the tail end of the fixing rod (2).

4. The soil nail wall support structure according to claim 3, characterized in that: The reinforcing member (6) comprises a tube body (61), a plate body (62) and a driving mechanism (63); the tube body (61) is threadedly connected to the lower end of the rod body of the fixing rod (2); the upper end of the plate body (62) is rotatably connected to the lower end of the tube body (61); and the driving mechanism (63) is used to control the lower end of the plate body (62) to flip outward.

5. The soil nail wall support structure according to claim 4, characterized in that: The driving mechanism (63) includes a driving rod (64), a driving tube (65) and a push rod (66), wherein the driving rod (64) is vertically arranged in the tube body (61), the driving tube (65) is vertically slidably connected to the driving rod (64), and the lower end of the driving tube (65) is lower than the lower end of the plate body (62), one end of the push rod (66) is rotatably connected to the outer wall of the driving tube (65), and the other end is tilted upward and rotatably connected to the inner wall of the lower end of the plate body (62).

6. The soil nail wall support structure according to claim 1, characterized in that: A steel mesh (7) is provided in the concrete layer (4), the upper end of the steel mesh (7) is bent and extended to the upper end surface of the soil slope body (1), and the upper end of the concrete layer (4) covers the upper end of the steel mesh (7).

7. The soil nail wall support structure according to claim 6, characterized in that: The upper end of the steel mesh (7) is vertically and spaced apart with a plurality of inserted steel bars (8) inserted into the soil slope body (1).

8. The soil nail wall support structure according to claim 7, characterized in that: The lower end of the inserted rib (8) is bent and provided with a hook (81) for hooking the uppermost fixing rod (2).