Monitoring pile for geological disasters

Abstract

The geological disaster monitoring pile comprises a pile body, the interior of the pile body is designed to be hollow, the bottom end of the pile body is fixedly connected with an insertion pile, the bottom end of the insertion pile is designed to be pointed, a reinforcing assembly is arranged in the pile body, and a driving assembly for driving the reinforcing assembly to move is arranged at the top end of the outer side wall of the pile body. The top end of the pile body is provided with a monitoring assembly, and the bottom end of the outer side wall of the pile body is connected with a plurality of anti-inclination assemblies. The pile body, the inserting pile, the reinforcing assembly, the driving assembly and the monitoring assembly are arranged, the inserting pile is fixed to the bottom of the pile body through threads, the pile body can be preliminarily fixed by inserting the inserting pile into the ground, then the driving assembly is adopted to drive an inserting rod of the reinforcing assembly to be inserted into soil, and the stability of the pile body can be further improved; the driving assembly adopts a pinion to drive a bull gear to rotate to increase torque, so that more labor is saved when the reinforcing assembly is adjusted.

Description

Technical Field

[0001] The utility model relates to the technical field of geological monitoring, in particular to a monitoring pile for geological disasters. Background Art

[0002] Geological disaster monitoring is the work of measuring and monitoring geological disaster activities and the dynamic changes of various inducing factors using various technologies and methods. It is an important basis for predicting and forecasting geological disasters, and therefore an important part of disaster reduction and prevention. At present, when monitoring geological disasters, monitoring piles are generally set up at the monitoring site for monitoring.

[0003] The patent with publication number CN219160015U discloses a monitoring pile for geological disasters. After the pile body is drilled into the soil ground by using a handle and a spiral blade, a grouting pipe is driven out of the pile body and inserted into the soil by a driving mechanism, and then the pressure hose is connected to a high-pressure grouting machine. The grouting pipe can be used to inject cement mortar underground. After the cement mortar solidifies, the soil at the bottom of the pile body can form a whole, thereby ensuring the installation strength of the pile body.

[0004] However, when installing the monitoring pile, cement mortar concrete is still needed to fix the pile body, which makes the construction more troublesome, cannot be directly installed, and cannot be recycled. Secondly, the pile body does not have a lateral support structure after installation, and the pile body is easy to fall over when encountering a collision, so further improvement is needed. Utility Model Content

[0005] The utility model aims to solve the shortcomings in the prior art and proposes a monitoring pile for geological disasters.

[0006] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a monitoring pile for geological disasters, including a pile body, the interior of the pile body is hollow, and a pile is fixedly connected to the bottom end of the pile body, the bottom end of the pile is pointed, a reinforcement component is provided inside the pile body, a driving component for driving the reinforcement component to move is provided at the top end of the outer wall of the pile body, a monitoring component is installed at the top end of the pile body, a plurality of anti-tilt components are connected to the bottom end of the outer wall of the pile body, and a limiting plate is fixed to the outer wall of the pile body and below the plurality of anti-tilt components.

[0007] Furthermore, the inner wall at the top end of the inserted pile and the outer wall at the bottom end of the pile body are both provided with threads, and the inserted pile is fixed to the bottom end of the pile body by means of the threads.

[0008] Furthermore, the reinforcement component includes a cross bar fixed to the top and bottom ends of the pile body, and two symmetrical vertical plates are slidably connected to the surfaces of the two cross bars. The bottom ends of the two vertical plates and the sides away from each other are fixedly connected with insertion rods, and the side wall of the pile body is provided with a through hole for passing the insertion rod. The reinforcement component also includes a bidirectional screw that is rotatably connected to the inner wall of the pile body through a bearing, and the bidirectional screw is located at the top of the pile body, and the bidirectional screw passes through the two vertical plates and is threadedly connected to the two vertical plates.

[0009] Furthermore, the driving assembly includes a shell fixed to the outer wall of the pile body, the shell penetrates the side wall away from the pile body and is rotatably connected to a driving shaft, one end of the driving shaft located inside the shell is fixedly connected to a pinion, and the other end of the driving shaft is fixedly connected to a handwheel, and the end of the bidirectional screw close to the shell extends to the inside of the shell and is fixedly connected to a large gear, and the large gear is meshed with the small gear.

[0010] Furthermore, the monitoring component includes a top plate fixed to the top of the pile body, and a monitor is fixed to the middle of the upper surface of the top plate, a vertical rod is fixed to the side of the upper surface of the top plate, a solar panel is fixed to the top of the vertical rod, and the solar panel is electrically connected to the monitor.

[0011] Furthermore, the anti-tilt assembly includes a side rod rotatably hinged to the outer side wall of the pile body, a reserved hole is provided at the other end of the side rod, a through nail is inserted into the reserved hole, a bolt passes through and is threadedly connected to one end of the side rod close to the pile body, and a screw hole for screwing in the bolt is provided on the upper surface of the limit plate.

[0012] Beneficial effects of the utility model:

[0013] 1. When the utility model is in use, the monitoring pile for geological disasters is provided with a pile body, a pile insert, a reinforcement component, a driving component and a monitoring component. The pile insert is fixed to the bottom of the pile body by placing a thread. The pile body can be initially fixed by inserting the pile insert into the ground. Then, the driving component is used to drive the rod of the reinforcement component to be inserted into the soil, which can further increase the stability of the pile body. In addition, the driving component uses a small gear to drive a large gear to rotate to increase the torque, making it easier to adjust the reinforcement component. Each time it is recycled, the pile insert can also be unscrewed from the bottom of the pile body to facilitate cleaning of the soil inside the pile body.

[0014] 2. When the utility model is in use, the monitoring pile for geological disasters is provided with an anti-tilt assembly. After the pile body is reinforced by the reinforcement assembly, the anti-tilt assembly is used to support the pile body from the side to prevent the pile body from tipping over to the side, thereby further increasing the stability of the pile body. In addition, when the monitoring pile is transported, the side rod of the anti-tilt assembly can be rotated to fit the pile body, thereby reducing the volume of the monitoring pile and making transportation more convenient. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the technical solution of the present invention, the drawings required for use in the description of the specific implementation methods will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0016] Figure 1 : The overall stereogram of the utility model;

[0017] Figure 2 : An overall cross-sectional view of the utility model;

[0018] Figure 3 :The utility model Figure 2 Enlarged view of point A in the middle;

[0019] Figure 4 :The utility model Figure 2 Enlarged view of point B in the middle.

[0020] The reference numerals are as follows:

[0021] 1. Pile body; 101. Perforation; 2. Piling; 3. Reinforcement assembly; 31. Crossbar; 32. Vertical plate; 33. Inserting rod; 34. Bidirectional screw; 4. Driving assembly; 41. Housing; 42. Large gear; 43. Active shaft; 44. Small gear; 45. Handwheel; 5. Monitoring assembly; 51. Top plate; 52. Monitoring instrument; 53. Vertical rod; 54. Solar panel; 6. Anti-tilt assembly; 61. Side rod; 62. Reserved hole; 63. Nail; 7. Limit plate. DETAILED DESCRIPTION

[0022] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0023] like Figure 1-Figure 4 As shown, it relates to a monitoring pile for geological disasters, including a pile body 1, the interior of the pile body 1 is hollow, and a pile 2 is fixedly connected to the bottom end of the pile body 1, the bottom end of the pile 2 is pointed, a reinforcement component 3 is provided inside the pile body 1, a driving component 4 for driving the reinforcement component 3 to move is provided at the top of the outer wall of the pile body 1, a monitoring component 5 is installed at the top of the pile body 1, a plurality of anti-tilt components 6 are connected to the bottom end of the outer wall of the pile body 1, and a limiting plate 7 is fixed to the outer wall of the pile body 1 and below the plurality of anti-tilt components 6.

[0024] like Figure 1 As shown, the inner wall at the top end of the pile 2 and the outer wall at the bottom end of the pile body 1 are both provided with threads, and the pile 2 is fixed to the bottom end of the pile body 1 through the threads.

[0025] Therefore, the pile 2 can be twisted off from the bottom of the pile body 1. When soil enters the pile body 1, the pile 2 can be twisted off to clean the inside of the pile body 1.

[0026] like Figure 1-Figure 4 As shown, the reinforcement component 3 includes a cross bar 31 fixed to the top and bottom ends of the pile body 1, and two symmetrical vertical plates 32 are slidably connected to the surfaces of the two cross bars 31. The bottom ends of the two vertical plates 32 and the sides away from each other are fixedly connected with insertion rods 33. The side wall of the pile body 1 is provided with a through hole 101 for passing the insertion rod 33. The reinforcement component 3 also includes a bidirectional screw 34 rotatably connected to the inner wall of the pile body 1 through a bearing, and the bidirectional screw 34 is located at the top of the pile body 1. The bidirectional screw 34 passes through the two vertical plates 32 and is threadedly connected to the two vertical plates 32.

[0027] When the bidirectional screw 34 rotates forward or backward, the bidirectional screw 34 drives the two vertical plates 32 to move along the crossbar 31, so that the vertical plates 32 can drive the insertion rod 33 to move along the through hole 101. When the bottom of the pile body 1 is inserted into the ground, the insertion rod 33 can be inserted into the soil along the through hole 101 to increase the stability of the pile body 1.

[0028] The driving assembly 4 includes a shell 41 fixed to the outer wall of the pile body 1, and a driving shaft 43 penetrates and is rotatably connected to the side wall of the shell 41 away from the pile body 1. One end of the driving shaft 43 located inside the shell 41 is fixedly connected to a small gear 44, and the other end of the driving shaft 43 is fixedly connected to a handwheel 45. The end of the bidirectional screw 34 close to the shell 41 extends to the inside of the shell 41 and is fixedly connected to a large gear 42, which meshes with the small gear 44.

[0029] By rotating the hand wheel 45, the small gear 44 can be driven to rotate, and then the small gear 44 can drive the large gear 42 to rotate, and finally the two-way screw 34 can be rotated. Since the resistance of the insertion rod 33 when inserted into the soil is relatively large, in this embodiment, the torque can be increased by driving the large gear 42 to rotate by the small gear 44, and the installer can save more effort when driving the two-way screw 34 to rotate through the drive assembly 4.

[0030] like Figure 1-Figure 2 As shown, the monitoring assembly 5 includes a top plate 51 fixed to the top of the pile body 1, and a monitoring instrument 52 is fixed to the middle of the upper surface of the top plate 51, a vertical rod 53 is fixed to the side of the upper surface of the top plate 51, and a solar panel 54 is fixedly connected to the top of the vertical rod 53, and the solar panel 54 is electrically connected to the monitoring instrument 52.

[0031] The monitor 52 can detect geological changes in real time. The specific working principle is the same as that of the existing geological monitors, and the solar panel 54 can provide the monitor 52 with electrical energy during operation.

[0032] like Figure 1-Figure 3 As shown, the anti-tilt assembly 6 includes a side rod 61 rotatably hinged to the outer wall of the pile body 1, a reserved hole 62 is provided at the other end of the side rod 61, a through nail 63 is inserted into the reserved hole 62, a bolt passes through and is threadedly connected to one end of the side rod 61 close to the pile body 1, and a screw hole for screwing in the bolt is provided on the upper surface of the limit plate 7.

[0033] When transporting the pile body 1, the side rod 61 can be rotated to fit the surface of the pile body 1, thereby reducing the volume of the monitoring pile. When installing the pile body 1, the side rod 61 can be rotated to contact the ground, and then the through nail 63 is driven into the ground after passing through the reserved hole 62. Finally, the bolt on the side rod 61 is screwed into the screw hole on the limit plate 7, and the side rod 61 is used to support the pile body 1 laterally to prevent the pile body 1 from tilting.

[0034] Working principle: When installing the monitoring pile, first insert the pile 2 into the ground, so that the bottom of the pile body 1 is also inserted into the ground until the limit plate 7 is in contact with the ground, and then drive the rod 33 of the reinforcement component 3 into the soil by rotating the hand wheel 45 of the driving component 4, and then rotate the side rod 61 to contact the ground, and then drive the nail 63 through the reserved hole 62 and into the ground, and then screw the bolt on the side rod 61 into the screw hole on the limit plate 7 to achieve the installation of the monitoring pile. The monitoring pile does not need to be poured with cement mortar during installation, and the installation is simpler and more convenient, and the lateral tilt of the pile body 1 can be effectively prevented by the anti-tilt component 6.

[0035] The preferred embodiments of the utility model disclosed above are only used to help explain the utility model. The preferred embodiments do not describe all the details in detail, nor do they limit the utility model to only specific implementation methods. Obviously, many modifications and changes can be made according to the content of this specification. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the utility model, so that technicians in the relevant technical field can well understand and use the utility model. The utility model is limited only by the claims and their full scope and equivalents.

Claims

1. A monitoring pile for geological disasters, comprising a pile body (1), characterized in that: The interior of the pile body (1) is hollow in design, and a plug pile (2) is fixedly connected to the bottom end of the pile body (1), the bottom end of the plug pile (2) is pointed in design, a reinforcement component (3) is provided inside the pile body (1), a driving component (4) for driving the reinforcement component (3) to move is provided at the top end of the outer wall of the pile body (1), a monitoring component (5) is installed at the top end of the pile body (1), a plurality of anti-tilt components (6) are connected to the bottom end of the outer wall of the pile body (1), and a limiting plate (7) is fixed to the outer wall of the pile body (1) and below the plurality of anti-tilt components (6).

2. A monitoring pile for geological disasters according to claim 1, characterized in that: The inner wall at the top end of the plug pile (2) and the outer wall at the bottom end of the pile body (1) are both provided with threads, and the plug pile (2) is fixed to the bottom end of the pile body (1) via the threads.

3. A monitoring pile for geological disasters according to claim 1, characterized in that: The reinforcement component (3) comprises a cross bar (31) fixed to the top and bottom of the pile body (1); two symmetrical vertical plates (32) are slidably connected to the surfaces of the two cross bars (31); a plug rod (33) is fixedly connected to the bottom ends of the two vertical plates (32) and one side away from each other; a through hole (101) for passing the plug rod (33) is provided on the side wall of the pile body (1); the reinforcement component (3) further comprises a bidirectional screw (34) rotatably connected to the inner side wall of the pile body (1) via a bearing; the bidirectional screw (34) is located at the top of the pile body (1); the bidirectional screw (34) passes through the two vertical plates (32) and is threadedly connected to the two vertical plates (32).

4. A monitoring pile for geological disasters according to claim 3, characterized in that: The driving assembly (4) comprises a shell (41) fixed to the outer wall of the pile body (1); a driving shaft (43) penetrates through the side wall of the shell (41) away from the pile body (1) and is rotatably connected; one end of the driving shaft (43) located inside the shell (41) is fixedly connected to a pinion gear (44); the other end of the driving shaft (43) is fixedly connected to a hand wheel (45); one end of the bidirectional screw (34) close to the shell (41) extends into the inside of the shell (41) and is fixedly connected to a large gear (42); the large gear (42) is meshed with the small gear (44).

5. A monitoring pile for geological disasters according to claim 1, characterized in that: The monitoring assembly (5) comprises a top plate (51) fixed to the top of the pile body (1), a monitoring instrument (52) being fixed to the middle of the upper surface of the top plate (51), a vertical rod (53) being fixed to the side of the upper surface of the top plate (51), a solar panel (54) being fixedly connected to the top of the vertical rod (53), and the solar panel (54) being electrically connected to the monitoring instrument (52).

6. A monitoring pile for geological disasters according to claim 1, characterized in that: The anti-tilt assembly (6) comprises a side rod (61) rotatably hinged to the outer wall of the pile body (1); a reserved hole (62) is provided at the other end of the side rod (61); a through nail (63) is inserted into the reserved hole (62); a bolt is passed through and threadedly connected to one end of the side rod (61) close to the pile body (1); and a screw hole for screwing in the bolt is provided on the upper surface of the limit plate (7).

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