Mine slope soil fixation structure
By designing a mine slope solid structure with extended anchor assembly and splicing assembly, the problem of installation instability caused by fixed anchor length is solved, and a higher solidification effect and convenient installation process is achieved.
Patent Information
- Application Number
- CN202421801627.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-29
- Publication Date
- 2025-04-29
- Estimated Expiration
- 2034-07-29
AI Technical Summary
When installing the existing mine slope solid soil structure, due to the fixed length of the anchor rod, it cannot be adjusted according to the actual site conditions, resulting in unstable installation and reducing the solid soil effect.
A mine slope solid structure including frame assembly, anchor assembly, extension assembly and splicing assembly was designed. The anchor assembly is equipped with an extension component, which can adjust the length of the anchor, and the frame assembly is equipped with ring blocks for planting green plants and strengthening the slope. The splicing component is used for splicing of multiple solid soil structures.
By extending the component to adjust the anchor length, the firmness and stability of the solid soil structure are enhanced, the solid soil effect is improved, and the convenience of use is improved, reducing the inconvenience of transportation and installation.
Smart Images

Figure CN222810047U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of mine slope repair, in particular to a mine slope soil consolidation structure. Background Art
[0002] The main reason for soil and water loss in mines is that in the process of mining resources exploitation, miners often use unscientific excavation and destructive excavation to reduce work costs, and the waste slag after mining is randomly piled up without any protective measures. The soil and water loss is serious, which makes the mine slopes very prone to landslides when encountering heavy rainfall. The landslide of the mine slope refers to the sliding of the slope along a specific shear surface within a large range. The general landslide is the phenomenon that cracks appear on the trailing edge of the sliding body before sliding, and then slowly slide or periodically change fast and slow, and finally suddenly slide to cause landslide disasters. When a landslide occurs in a mine, it will not only cause casualties and property losses, but also pose a serious threat to the surrounding road traffic. Therefore, it is necessary to use soil-fixing structures to repair the mine after mining.
[0003] During the installation of current soil-fixing structures, anchor rods are generally inserted through the outer frame and into the soil to install the soil-fixing structure on the slope. However, most anchor rods are integrally formed rods and do not have an extension function, which limits the length of the anchor rods and makes it impossible to adjust the length according to the actual site conditions, thereby causing the soil-fixing structure to be unstable and reducing the soil-fixing effect. Utility Model Content
[0004] The technical problem to be solved by the utility model is: to provide a mine slope soil consolidation structure in view of the above-mentioned existing problems.
[0005] The technical solution adopted by the utility model is: a mine slope soil consolidation structure, characterized in that it includes:
[0006] The frame assembly comprises a frame body and an outer frame, the inner circle of the outer frame is connected to the frame body, and a plurality of ring blocks for planting green plants are arranged inside the frame body;
[0007] An anchor rod assembly, arranged on the outer frame, used for anchoring into the slope soil and reinforcing it;
[0008] An extension assembly is arranged inside the anchor assembly and is used to adjust the extension length of the anchor assembly anchored in the slope soil;
[0009] The splicing assembly is arranged on the side wall of the outer frame and is used for splicing a plurality of soil-fixing structures.
[0010] Through the above-mentioned technical means, the outer frame is fixed on the mine slope by means of an anchor rod assembly, and a ring block is provided inside the frame body of the outer frame, in which green plants can be planted to stabilize the soil on the slope, and an extension assembly is provided inside the anchor rod assembly. According to the actual situation of the slope, the extension assembly is used to adjust the length of the anchor rod assembly extending into the soil of the slope, thereby enhancing the firmness of the soil-fixing structure installed on the slope and improving the soil-fixing effect.
[0011] In some embodiments, the anchor rod assembly includes a top block, a fixing rod and a tip block, the top of the fixing rod is connected to the top block, the bottom of the fixing rod is connected to the tip block, and the outer frame is provided with a hole groove for the fixing rod to pass through.
[0012] In some embodiments, the extension assembly includes a rod groove, an extension rod, an embedding groove, a threaded rod, a connecting block and a handle; the rod groove is provided at the inner bottom of the fixed rod, the inner wall of the rod groove is provided with a guide groove along the axial direction, the extension rod is slidably connected to the rod groove, the outer wall of the extension rod is provided with guide stripes matched with the guide groove, the inner top of the extension rod is provided with the embedding groove, the bottom of the extension rod is connected to the tip block, the threaded rod is slidably connected in the embedding groove, the top of the threaded rod passes through the top block and is connected to the handle, the outer wall of the threaded rod is threadedly connected to the connecting block, and the outer wall of the connecting block is connected to the top inner wall of the embedding groove.
[0013] In some embodiments, the outer wall of the fixing rod is formed with a groove.
[0014] In some embodiments, the splicing assembly includes a splicing card block and a splicing card slot. The splicing card block is provided on any side of the outer frame, and the splicing card slot is provided on the side opposite to the outer frame where the splicing card block is provided. The splicing card block is plugged into the splicing card slot.
[0015] In some embodiments, the splicing card block is provided with an injection assembly, and the injection assembly includes an empty slot, a box body, a short tube, a tube slot, an injection port and a plug block. The splicing card block is provided with an empty slot inside, and the side wall of the splicing card block is provided with a plurality of tube slots adapted to the short tube. The box body is arranged in the empty slot, and the top of the box body is provided with an injection port connected to its own interior. The top of the splicing card block is provided with a plug block corresponding to the position of the injection port, and the plug block is plugged into the injection port. The side walls at both ends of the box body are provided with a plurality of short tubes extending into the interior of the tube slot.
[0016] The beneficial effects of the utility model are:
[0017] 1. By setting an extension component in the anchor rod assembly, the anchor rod assembly has an extension function. The length of the anchor rod assembly can be adjusted by using the extension component according to the actual slope soil conditions. By extending the length of the anchor rod assembly, the depth of the anchor rod assembly inserted into the soil is increased. Compared with the traditional integrated anchor rod assembly with limited length, the use of the anchor rod assembly with an extended length not only enhances the firmness of the soil fixing structure installed on the slope, but also improves the soil fixing effect. At the same time, the length-adjustable anchor rod assembly can also improve the convenience of use and reduce the inconvenience of transportation and taking caused by the fixed length of the anchor rod assembly.
[0018] 2. Multiple soil-fixing structures can be spliced together through splicing components, and the joints of adjacent soil-fixing structures can be injected with liquid using injection components to enhance the firmness of the assembly of adjacent soil-fixing structures, ensure the stability of multiple soil-fixing structures on the slope after assembly, and improve the soil-fixing quality and effect of the soil-fixing structure on the slope. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] Figure 1 It is a structural diagram of the first perspective of this application.
[0020] Figure 2 It is a structural diagram of the second viewing angle of this application.
[0021] Figure 3 It is a schematic diagram of the cross-section structure of the fixing rod in this application.
[0022] Figure 4 It is a schematic diagram of the cutaway structure of the spliced card block in this application.
[0023] Description of reference numerals:
[0024] 1. Frame; 2. Ring block; 3. Outer frame; 4. Fixed rod; 5. Tip block; 6. Top block; 7. Extension assembly; 8. Splicing card block; 9. Splicing card slot; 10. Filling assembly; 11. Groove; 71. Rod slot; 72. Extension rod; 73. Embedded slot; 74. Threaded rod; 75. Connecting block; 76. Handle; 101. Empty slot; 102. Box body; 103. Short tube; 104. Tube slot; 105. Filling port; 106. Plug block.
[0025] This specification includes references to "one embodiment" or "an embodiment." The appearance of the phrase "in one embodiment" or "in an embodiment" does not necessarily refer to the same embodiment. The particular features, structures or characteristics may be combined in any suitable manner consistent with the present disclosure.
[0026] The term "comprising" is open ended. As used in the appended claims, the term does not exclude additional structures or steps. DETAILED DESCRIPTION
[0027] In order to enable those skilled in the art to better understand the technical solution of the present utility model, the technical solution of the present utility model is further described below in conjunction with specific embodiments.
[0028] Combination Figures 1 to 4 As shown, this embodiment is a mine slope soil consolidation structure, including a frame assembly, an anchor assembly, an extension assembly 7 and a splicing assembly. The frame assembly includes a frame body 1 and an outer frame 3. The inner circle of the outer frame 3 is connected to the frame body 1. The interior of the frame body 1 is provided with a plurality of ring blocks 2 for planting green plants. The outer frame 3 is provided with an anchor assembly, and the anchor assembly is used to anchor into the slope soil and reinforce it. The anchor assembly is provided with an extension assembly 7, and the extension assembly 7 is used to adjust the extension length of the anchor assembly anchored into the slope soil. The side wall of the outer frame 3 is provided with a splicing assembly, and the splicing assembly is used to splice a plurality of soil consolidation structures.
[0029] In some embodiments, the anchor assembly includes a top block 6, a fixing rod 4 and a tip block 5, the top of the fixing rod 4 is connected to the top block 6, the bottom of the fixing rod 4 is connected to the tip block 5, and a hole groove is reserved on the outer frame 3 for the fixing rod 4 to pass through. Specifically, the outer wall of the fixing rod 4 is provided with a groove 11, and the groove 11 can enhance the friction between the fixing rod 4 and the soil, and enhance the firmness after insertion.
[0030] Further, such as Figure 3 As shown, the extension assembly 7 includes a rod groove 71, an extension rod 72, an embedding groove 73, a threaded rod 74, a connection block 75 and a handle 76. The bottom of the fixed rod 4 is provided with a rod groove 71, the inner wall of the rod groove 71 is provided with a guide groove along the axial direction, the extension rod 72 is slidably connected in the rod groove 71, and the outer wall of the extension rod 72 is provided with a guide stripe adapted to the guide groove. Under the cooperation of the guide groove and the guide stripe, the extension rod 72 will not produce a circular rotation, and the extension rod 72 can slide and extend along its own axial direction in the rod groove 71. The inner top of the extension rod 72 is provided with an embedding groove 73, the bottom of the extension rod 72 is connected with a tip block 5, the threaded rod 74 is slidably connected in the embedding groove 73, the top of the threaded rod 74 passes through the top block 6 and is connected with a handle 76, the outer wall of the threaded rod 74 is threadedly connected with a connection block 75, and the outer wall of the connection block 75 is connected to the inner wall of the top end of the embedding groove 73.
[0031] When the frame assembly is placed on the mine slope, the staff inserts the tip block 5 through the hole groove on the outer frame 3 and into the soil, then holds the top block 6 and rotates it, and the top block 6 drives the fixed rod 4 to rotate, and the fixed rod 4 is inserted into the soil while rotating. According to the actual situation of the mine slope, the staff holds the handle 76 and rotates it, and the handle 76 drives the threaded rod 74 to rotate. Since the threaded rod 74 is threadedly connected to the connecting block 75, and there is a guide match between the extension rod 72 and the rod groove 71, the rotation of the threaded rod 74 causes the connecting block 75 to drive the extension rod 72 to slide out of the rod groove 71 until the extension rod 72 slides and extends into the soil, extending the length of the anchor rod assembly, increasing the depth of insertion into the soil, and enhancing the firmness of the soil-fixing structure installed on the slope, solving the problem that most anchor rod assemblies are formed in one piece, resulting in the limitation of the length of the anchor rod assembly and the unstable installation of the soil-fixing structure, and improving the soil-fixing effect. In addition, the length of the anchor rod assembly can also be adjusted according to the actual situation, avoiding the situation that the anchor rod length cannot be adjusted and the length is too long, which makes it inconvenient to take.
[0032] In some embodiments, the splicing assembly includes a splicing block 8 and a splicing slot 9. A splicing block 8 is provided on any side of the outer frame 3, and a splicing slot 9 is provided on the side opposite to the splicing block 8 of the outer frame 3. The splicing block 8 and the splicing slot 9 are plugged into each other to achieve splicing of adjacent soil-fixing structures.
[0033] Further, such as Figure 4 As shown, the splicing block 8 is provided with a liquid injection assembly 10, which includes an empty slot 101, a box body 102, a short tube 103, a tube slot 104, a liquid injection port 105 and a plug 106. The splicing block 8 is provided with an empty slot 101 inside, and the side wall of the splicing block 8 is provided with a plurality of tube slots 104 adapted to the short tubes 103. The box body 102 is arranged in the empty slot 101, and the top of the box body 102 is provided with a liquid injection port 105 connected to the inside of the box body 102, and the side walls of the box body 102 at both ends are provided with a plurality of short tubes 103 extending to the inside of the tube slot 104. The top of the splicing block 8 is provided with a plug 106 corresponding to the position of the liquid injection port 105, and the plug 106 can be plugged and matched with the liquid injection port 105.
[0034] After the two soil-fixing structures are spliced together through the splicing block 8 and the splicing slot 9, the plug 106 is first pulled out, and then the adhesive liquid is injected into the box body 102 through the injection port 105. The adhesive liquid in the box body 102 flows through the short tube 103 to the gap where the splicing block 8 and the splicing slot 9 are connected, thereby enhancing the firmness of the two soil-fixing structures after assembly, ensuring the stability of the two soil-fixing structures on the slope after assembly, and improving the soil-fixing effect on the slope. In addition, it also reduces the risk of a single soil-fixing structure slipping due to loose soil at a certain point on the slope caused by plug-in connection, so as to ensure the quality of the soil and the stability of the slope.
[0035] The above are all preferred embodiments of the present utility model, and are not intended to limit the protection scope of the present utility model. Therefore, any equivalent changes made based on the structure, shape, and principle of the present utility model should be included in the protection scope of the present utility model.
Claims
1. A mine slope soil consolidation structure, characterized in that: include: A frame assembly comprises a frame body (1) and an outer frame (3), wherein the inner ring of the outer frame (3) is connected to the frame body (1), and a plurality of ring blocks (2) for planting green plants are arranged inside the frame body (1); An anchor rod assembly, arranged on the outer frame (3), used for anchoring into the slope soil and reinforcing it; An extension assembly (7) is arranged inside the anchor assembly and is used to adjust the extension length of the anchor assembly anchored in the slope soil; A splicing assembly is arranged on the side wall of the outer frame (3) and is used for splicing a plurality of soil-fixing structures.
2. A mine slope soil consolidation structure according to claim 1, characterized in that: The anchor rod assembly comprises a top block (6), a fixing rod (4) and a tip block (5); the top of the fixing rod (4) is connected to the top block (6), the bottom of the fixing rod (4) is connected to the tip block (5), and the outer frame (3) is provided with a hole groove through which the fixing rod (4) can pass.
3. A mine slope soil consolidation structure according to claim 2, characterized in that: The extension assembly (7) comprises a rod groove (71), an extension rod (72), an embedding groove (73), a threaded rod (74), a connecting block (75) and a handle (76). The inner bottom of the fixed rod (4) is provided with the rod groove (71), the inner wall of the rod groove (71) is provided with a guide groove along the axial direction, the extension rod (72) is slidably connected in the rod groove (71), the outer wall of the extension rod (72) is provided with a guide stripe matched with the guide groove, the inner top of the extension rod (72) is provided with the embedding groove (73), the bottom of the extension rod (72) is connected with the tip block (5), the threaded rod (74) is slidably connected in the embedding groove (73), the top of the threaded rod (74) passes through the top block (6) and is connected with the handle (76), the outer wall of the threaded rod (74) is threadedly connected with the connecting block (75), and the outer wall of the connecting block (75) is connected to the inner wall of the top end of the embedding groove (73).
4. A mine slope soil consolidation structure according to claim 2, characterized in that: The outer wall of the fixing rod (4) is formed with a groove (11).
5. The mine slope soil consolidation structure according to claim 1, characterized in that: The splicing assembly comprises a splicing card block (8) and a splicing card slot (9); the splicing card block (8) is provided on any side of the outer frame (3); the splicing card slot (9) is provided on the side opposite to the side of the outer frame (3) where the splicing card block (8) is provided; the splicing card block (8) and the splicing card slot (9) are plugged into and matched with each other.
6. A mine slope soil consolidation structure according to claim 5, characterized in that: The splicing block (8) is provided with a liquid injection assembly (10), the liquid injection assembly (10) comprising an empty slot (101), a box body (102), a short tube (103), a tube slot (104), a liquid injection port (105) and a plug (106); the splicing block (8) is provided with an empty slot (101) inside, the side wall of the splicing block (8) is provided with a plurality of tube slots (104) adapted to the short tube (103), the box body (102) is provided with a plurality of tube slots (104) adapted to the short tube (103), and the ) is arranged in the empty groove (101), the top of the box body (102) is provided with a liquid injection port (105) connected to the interior of the box body (102), the top of the splicing block (8) is provided with a plug block (106) corresponding to the position of the liquid injection port (105), the plug block (106) is plugged into and matched with the liquid injection port (105), and the side walls at both ends of the box body (102) are provided with a plurality of short tubes (103) extending into the interior of the tube groove (104).