Geotechnical engineering slope protective net connecting structure
By combining buffer nets with reinforcement components, the problem of easy damage to existing geotechnical engineering slope protection net connection structures under external forces is solved, and the load is effectively distributed and transferred, improving the stability and adaptability of the protection net.
Patent Information
- Application Number
- CN202423228498.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-26
- Publication Date
- 2025-11-21
- Estimated Expiration
- 2034-12-26
AI Technical Summary
The existing connection structure of slope protection nets in geotechnical engineering has a simple interface design when subjected to large external forces, which makes the connecting parts easy to be damaged, making it difficult to effectively transfer and distribute the load, thus affecting the overall function of the protection net.
The structure employs a combination of buffer netting and reinforcement components, including connecting blocks, rolling balls, rubber elastic rings, anchor bolts, and reinforcement blocks. Through the buffering and shock absorption of the rolling balls and rubber elastic rings, and the reinforcement effect of the anchor bolts, the load is effectively distributed and transferred.
It improves the stability and adaptability of the protective net, enhances its adaptability to complex slope environments and construction efficiency, and ensures the effective protection of the protective net under complex working conditions.
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Figure CN223577140U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of slope protection, especially to the geotechnical engineering slope protection net connecting structure. BACKGROUND
[0002] The geotechnical engineering slope refers to the slope surface with certain inclination angle formed in the rock-soil body due to the change of topography and geomorphology, which is the product of natural or artificial reformation of terrain, such as natural mountain slope in mountainous area, artificial slope formed by road construction, etc. The slope is mainly composed of rock-soil body, and its stability is influenced by many factors, such as rock-soil property (such as rock type, soil particle size, etc.), underground water condition, slope structure (such as whether there is fault, fissure, etc.), and external load (such as earthquake force, vehicle load, etc.). The geotechnical engineering slope is an important object of geotechnical engineering research, and the stability analysis, protection design and treatment of the slope are the key links to ensure the safety of engineering and prevent geological disasters such as landslide. The protection net is a facility specially used for the protection of geotechnical engineering slope, which is usually woven by high-strength metal wire or synthetic fiber, etc. It has certain flexibility and strength, can adapt to irregular terrain of the slope, intercept and block the falling soil and rock, etc. on the slope, effectively reduce the force borne by a single point by dispersing the impact force to a larger area, so as to protect the buildings, roads, personnel, etc. under the slope from the damage of collapse, rockfall, etc. The protection net can be divided into active protection net and passive protection net. The active protection net can actively cover and reinforce the slope surface, and inhibit the weathering and peeling, collapse, etc. of the rock-soil body on the slope surface. The passive protection net is mainly set at a specific position under the slope to block the rolling objects.
[0003] The geotechnical engineering slope protection net connecting structure is a structure for tightly connecting the components of the protection net (such as support rope, anchor rod, pressure relief ring, steel column, etc.), mainly including rope clamp, bolt, stitched rope, etc. connecting elements, which ensures that the protection net forms a stable whole, and transmits the rockfall impact or rock-soil body pressure received by the protection net to the anchor rod and stable slope rock-soil body through the connecting structure. For example, when the rockfall hits the protection net, the impact force is conducted through the connected support rope, so that the anchor rod bears the tension and disperses the force to the surrounding rock-soil body. At the same time, the connecting structure can also work with the components of the protection net, such as the pressure relief ring connected to the support rope through the connecting structure, which deforms to absorb energy when subjected to large impact force, so as to ensure the effective protection of the slope safety by the protection net under complex working conditions.
[0004] In the prior art, part of the rock-soil engineering slope protection net connecting structure is simple in interface design, such as only adopting a simple hook or a clamping groove, when a larger external force (such as an impact force generated by slope rock-soil body sliding, a strong wind load, etc.) is borne, the hook is deformed and falls off, the clamping groove is broken, and it is difficult to effectively transfer and disperse the load, thereby causing the connecting component to be easily damaged, and it is difficult to effectively transfer and disperse the load, resulting in connection failure, affecting the overall function of the protection net, and the rock-soil engineering slope protection net connecting structure is proposed to solve the above problems. Content of the utility model
[0005] In order to make up for the above shortcomings, the rock-soil engineering slope protection net connecting structure is provided, and the purpose of improving the problem that the connecting component is easily damaged and difficult to effectively transfer and disperse the load in the prior art is achieved.
[0006] In order to achieve the above purpose, the utility model adopts the following technical scheme:
[0007] The rock-soil engineering slope protection net connecting structure, including the buffer net, the outside of the buffer net is fixedly connected with a plurality of connecting buckles, the inside of the connecting buckle, that is, the front side of the buffer net is fixedly connected with a plurality of supporting ropes, the outside of one supporting rope, that is, the right side of the buffer net is sleeved with a plurality of connecting blocks one, the inside of the connecting block one is provided with a sleeving opening one, the right side of the connecting block one is fixedly connected with a rolling ball, the outside of the rolling ball is sleeved with a rubber elastic ring, the outside of another supporting rope, that is, the left side of the buffer net is sleeved with a plurality of connecting blocks two, the inside of the connecting block two is provided with a sleeving opening two, the inside of the connecting block two is provided with a sliding groove, the sliding groove is slidably connected with a sliding block, the inside of the connecting block two and the inside of the sliding block are provided with two fixed holes on the upper and lower sides, the inside of the connecting block two is provided with a connecting groove, and the bottom of the supporting rope is fixedly connected with a reinforcing assembly for reinforcing the protection structure.
[0008] Further description is made to the above technical scheme:
[0009] The reinforcing assembly includes an anchor rod, two rotating grooves are formed in the inside of the anchor rod, a rotating column is rotatably connected to the inner wall of the rotating groove, an extrusion plate is fixedly connected to the top of the rotating column, a reinforcing block is fixedly connected to the bottom of the rotating column, and springs are fixedly connected to the sides close to the reinforcing blocks.
[0010] Further description is made to the above technical scheme:
[0011] The inner wall of the sleeving opening one and the outside of one supporting rope, that is, the right side of the buffer net are in contact, and the inner wall of the sleeving opening two and the outside of another supporting rope, that is, the left side of the buffer net are in contact.
[0012] As a further description of the above technical solutions:
[0013] The outer part of the rolling ball is slidably connected to the inner part of the connecting groove, and the outer left part of the rubber elastic ring is in contact with the inner wall left part of the connecting groove.
[0014] As a further description of the above technical solutions:
[0015] The outer parts of the two rotating grooves are arranged in the inner part of the anchor rod, and the proximal sides of the two springs are fixedly connected to the inner walls of the two rotating grooves, respectively.
[0016] As a further description of the above technical solutions:
[0017] The inner wall of the fixing hole is threadedly connected with a screw, and the outer top part of the plurality of supporting ropes is sleeved with a pressure relief ring.
[0018] As a further description of the above technical solutions:
[0019] The outer part of the extrusion plate, i.e. the top part of the rotating column, is rotatably connected to the inner part of the rotating groove, and the outer part of the reinforcing block, i.e. the bottom part of the rotating column, is rotatably connected to the inner part of the rotating groove.
[0020] As a further description of the above technical solutions:
[0021] The supporting ropes support the buffer nets when the buffer nets are placed on the slope, and the sliding blocks connect the plurality of buffer nets after the fixing holes are fixed by the screws.
[0022] The utility model has the advantages of the following beneficial effects:
[0023] 1. In the utility model, the sliding block is pushed to slide in the connecting block two, the rolling ball is placed into the connecting groove, after the placement is completed, the connecting block two is fixed through the fixing hole by the screw, the rolling ball is limited, the connecting block one and the connecting block two are connected, the adjacent buffer nets are connected, the supporting ropes slide in the connecting groove through the rolling ball, the rubber elastic ring buffers and reduces the shock of the rolling ball and limits the rolling, so that the external force impact energy is effectively dispersed and absorbed, the instantaneous stress borne by the connecting structure is reduced, the stability of the protective net is improved, the module flexible combination and rapid installation are facilitated, and the adaptability and construction efficiency of the protective device to the complex slope environment are enhanced.
[0024] 2. In the utility model, the anchor rod is first inserted into the soil, the soil generates extrusion force on the extrusion plate, the rotating column is driven to rotate in the rotating groove, the reinforcing block is opened outward to resist the spring force and is inserted into the land to be anchored, so that the strong pulling force and shearing force generated by the rock-soil body sliding and collapsing are effectively resisted, and the stability of the protective system is ensured. BRIEF DESCRIPTION OF DRAWINGS
[0025] Figure 1 A three-dimensional schematic view of the rock-soil engineering side slope protection net connecting structure according to the present application is shown in the figure;
[0026] Figure 2 A structure schematic view of the connecting block one of the rock-soil engineering side slope protection net connecting structure according to the present application is shown in the figure;
[0027] Figure 3 A structure schematic view of the connecting block two of the rock-soil engineering side slope protection net connecting structure according to the present application is shown in the figure;
[0028] Figure 4 A structure schematic view of the rotating column of the rock-soil engineering side slope protection net connecting structure according to the present application is shown in the figure.
[0029] Legend:
[0030] 1, protection net; 2, connecting buckle; 3, support rope; 4, connecting block one; 5, set mouth one; 6, rolling ball; 7, rubber elastic ring; 8, connecting block two; 9, set mouth two; 10, sliding slot; 11, sliding block; 12, fixed hole; 13, connecting slot; 14, anchor rod; 15, rotating slot; 16, rotating column; 17, extrusion plate; 18, reinforcing block; 19, spring; 20, screw; 21, pressure relief ring. DETAILED DESCRIPTION
[0031] The technical solutions in the embodiments of the present application will be described clearly and completely below with reference to the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all the other embodiments obtained by those skilled in the art without creative work are within the protection scope of the present application.
[0032] Reference Figures 1 to 3The utility model provides a kind of embodiment: geotechnical engineering side slope protection net connecting structure, including buffer net 1, buffer net 1 as one of the core part of protection net connecting structure, the outside fixed connection of buffer net 1 has multiple connecting buckles 2, connecting buckle 2 plays the key transition in the connection of buffer net 1 and support rope 3, the inside of multiple connecting buckles 2, i.e. the front side fixed connection of buffer net 1 has multiple support ropes 3, support rope 3 is the framework of entire protection net connecting structure, multiple high-strength steel wire ropes are made, the outside of one of support rope 3, i.e. the right side of buffer net 1 is equipped with multiple connecting blocks one 4, the main role of connecting block one 4 is to realize the connection between support rope 3, and provide certain buffer and flexible adjustment function in the connecting process, the inside of connecting block one 4 is equipped with sleeve mouth one 5, so that support rope 3 can be inserted smoothly, the right side of connecting block one 4 is fixedly connected with rolling ball 6, and rolling ball 6 is connected with connecting block one 4, so that it can rotate relatively freely;
[0033] The outside middle part of rolling ball 6 is equipped with rubber elastic ring 7, which plays a role of buffering and damping, when the connecting structure is impacted by external force, rubber elastic ring 7 can absorb part of energy through elastic deformation; on the other hand, rubber elastic ring 7 increases the friction force when rolling ball 6 contacts with the outside, which helps to limit the excessive rolling of rolling ball 6 to some extent, so that the connecting structure is more stable, and the outside of another support rope 3, i.e. the left side of buffer net 1 is equipped with multiple connecting blocks two 8, and connecting block two 8 is also used for the connection of support rope 3, the inside of connecting block two 8 is equipped with sleeve mouth two 9, so that support rope 3 can be inserted smoothly therein;
[0034] The inside of connecting block two 8 is equipped with sliding groove 10, and the inside of sliding groove 10 is slidably connected with sliding block 11, and the setting of sliding groove 10 provides sliding space for sliding block 11, and sliding block 11 can smoothly slide in sliding groove 10, so as to realize the relative displacement adjustment between connecting block two 8 and other components, two fixing holes 12 are formed in the inside of connecting block two 8 and the inside of sliding block 11 on the upper and lower sides, the fixing holes 12 are used to fix sliding block 11 at a specific position in sliding groove 10 through screw 20, so as to limit rolling ball 6, connecting groove 13 is formed in the inside of connecting block two 8, and connecting groove 13 is used to cooperate with rolling ball 6 to complete connection, and the bottom of support rope 3 is fixedly connected with reinforcing assembly for reinforcing protection structure.
[0035] Refer to Figure 1 And Figure 4The reinforcing assembly comprises an anchor rod 14 which is a core anchoring component of the whole reinforcing assembly, two rotating grooves 15 are formed in the inside of the anchor rod 14, the rotating grooves 15 provide stable rotating space for rotating columns 16, the inner walls of the rotating grooves 15 are rotatably connected with the rotating columns 16, the rotating columns 16 are key components for connecting the extrusion plates 17 and the reinforcing blocks 18 and realizing the relative movement of the extrusion plates 17 and the reinforcing blocks 18, the top of each rotating column 16 is fixedly connected with an extrusion plate 17, the extrusion plate 17 is located at the position close to the top in the inside of the anchor rod 14, and the main function of the extrusion plate 17 is to receive the extrusion force of the land on the extrusion plate 17 when the anchor rod 14 is inserted into the land, so that the rotating column 16 is driven to rotate, and the bottom of each rotating column 16 is fixedly connected with a reinforcing block 18, when the rotating column 16 rotates, the reinforcing block 18 is driven to rotate and is inserted into the land for reinforcement, and the proximal side of each reinforcing block 18 is fixedly connected with a spring 19, and the spring 19 plays a role of resetting and auxiliary adjustment.
[0036] With reference to Figures 2 to 4 The inner wall of the sleeve setting opening one 5 and the right side of the buffer net 1, that is, the outer part of the supporting rope 3, are in contact, when the supporting rope 3 is inserted into the sleeve setting opening one 5 from the right side of the buffer net 1, the close contact enables the pulling force of the supporting rope 3 to be effectively transmitted to the connecting block one 4, the inner wall of the sleeve setting opening two 9 and the left side of the buffer net 1, that is, the outer part of the other supporting rope 3, are in contact, after the supporting rope 3 is inserted into the sleeve setting opening two 9, the constraint on the supporting rope 3 is further enhanced, preventing it from loosening due to factors such as vibration and stretching during long-term use, and the outer part of the rolling ball 6 is slidingly connected in the inside of the connecting groove 13, ensuring that the rolling ball 6 freely rolls therein, and also limiting its movement within a certain range to prevent it from coming off the connecting groove 13.
[0037] The outer left side of the rubber elastic ring 7 and the left side of the inner wall of the connecting groove 13 are in contact, displacement or angle change of the supporting rope 3 caused by rockfall impact enables the rolling ball 6 to flexibly roll in the connecting groove 13, effectively relieving stress concentration caused by deformation of the supporting rope 3, and at the same time, elastic deformation of the rubber elastic ring 7 also cooperates to absorb part of the energy, protecting the connecting structure from damage, the two rotating grooves 15 are formed in the inside of the anchor rod 14, ensuring that the reinforcing assembly can be reinforced in opposite directions, the proximal sides of the two springs 19 are fixedly connected to the inner walls of the two rotating grooves 15, when the land extrudes the extrusion plate 17, the extrusion plate 17 drives the rotating column 16 to rotate, and when the reinforcing block 18 expands outward against the elastic force of the spring 19, the spring 19 stores elastic potential energy, and once the pulling force decreases or disappears, the spring 19 releases the elastic potential energy to pull the reinforcing block 18 back to the initial position, ensuring that the whole reinforcing assembly can be restored to the original state in time.
[0038] The inner wall of the fixing hole 12 is threadedly connected with a screw 20. During installation, the screw 20 is screwed into the fixing hole 12, and the sliding block 11 is firmly fixed at a specific position in the sliding groove 10 of the connecting block two 8 through the biting effect of the thread. The outer top of the plurality of support ropes 3 is sleeved with a pressure relief ring 21, which is an important energy absorption device in the protective net connecting structure. The outer part of the extrusion plate 17, i.e. the top of the rotating column 16, is rotationally connected in the inner part of the rotating groove 15, so that the extrusion plate 17 can be extruded in the vertical direction by the soil, thereby driving the rotating column 16 to rotate in the rotating groove 15. The outer part of the reinforcing block 18, i.e. the bottom of the rotating column 16, is rotationally connected in the inner part of the rotating groove 15, which ensures that the reinforcing block 18 can rotate in the anchor rod 14 along with the rotation of the rotating column 16, thereby inserting into the soil and reinforcing the protective net. The support rope 3 supports the buffer net 1 when the buffer net 1 is placed on the slope, and the support rope 3 supports the entire buffer net 1 like a skeleton. The sliding block 11 connects a plurality of buffer nets 1 after the screw 20 is fixed in the fixing hole 12, and after the screw 20 is tightened in the fixing hole 12, it tightly connects adjacent buffer nets 1.
[0039] Working principle: when using, the protective net needs to be assembled, the sliding block 11 is pushed to slide in the connecting block two 8, the rolling ball 6 is placed in the connecting groove 13, and after placement, the screw 20 is fixed in the connecting block two 8 through the fixing hole 12 to limit the rolling ball 6, thereby connecting the connecting block one 4 and the connecting block two 8, and connecting adjacent buffer nets 1. When there is a rockfall impact, the impact force is transmitted to the support rope 3 through the buffer net 1, the support rope 3 slides in the connecting groove 13 through the rolling ball 6, while the rubber elastic ring 7 buffers and dampens the rolling ball 6 and limits the rolling, and the pressure relief ring 21 at the top of the support rope 3 absorbs energy by deforming itself, thereby protecting the entire protective net connecting structure and the slope.
[0040] When the protective net needs to be reinforced, the anchor rod 14 is first inserted into the soil, the soil exerts an extrusion force on the extrusion plate 17, driving the rotating column 16 to rotate in the rotating groove 15, thereby causing the reinforcing block 18 to overcome the spring 19 elastic force and expand outward and insert into the soil for anchoring. When the anchor rod 14 leaves the soil, the spring 19 automatically resets the reinforcing block 18 by its elastic action.
[0041] Finally, it should be noted that: the above only for the preferred embodiments of the present application, and is not intended to limit the present application, although the foregoing embodiments of the present application has been described in detail, for the skilled in the art, it still can be modified, or for part of the technical features of the equivalent replacement, the spirit and principles of the present application, made any modification, equivalent replacement, improvement, etc., should be included within the scope of the present application.
Claims
1. A geotechnical engineering slope protection mesh connection structure, comprising a buffer mesh (1), characterized in that: A plurality of connecting buckles (2) are fixedly connected outside the buffer net (1), a plurality of support ropes (3) are fixedly connected inside the plurality of connecting buckles (2), i.e. the front side of the buffer net (1), a plurality of connecting blocks one (4) are sleeved outside one of the support ropes (3), i.e. the right side of the buffer net (1), a sleeving opening one (5) is formed in the inside of the connecting block one (4), a rolling ball (6) is fixedly connected to the right side of the connecting block one (4), a rubber elastic ring (7) is sleeved outside the middle part of the rolling ball (6), a plurality of connecting blocks two (8) are sleeved outside the other support rope (3), i.e. the left side of the buffer net (1), a sleeving opening two (9) is formed in the inside of the connecting block two (8), a sliding groove (10) is formed in the inside of the connecting block two (8), a sliding block (11) is slidingly connected in the inside of the sliding groove (10), two fixing holes (12) are formed in the inside of the connecting block two (8) and the inside of the sliding block (11) on the upper and lower sides, a connecting groove (13) is formed in the inside of the connecting block two (8), and a reinforcing assembly for reinforcing the protection structure is fixedly connected to the bottom of the support rope (3).
2. The geotechnical engineering slope protection screen connection structure according to claim 1, characterized in that: The reinforcing assembly comprises an anchor rod (14), two rotating grooves (15) are formed in the inside of the anchor rod (14), a rotating column (16) is rotatably connected to the inner wall of the rotating groove (15), an extrusion plate (17) is fixedly connected to the top of the rotating column (16), a reinforcing block (18) is fixedly connected to the bottom of the rotating column (16), and a spring (19) is fixedly connected to the proximal side of each of the two reinforcing blocks (18).
3. The geotechnical engineering slope protection screen connection structure according to claim 1, characterized in that: The inner wall of the sleeving opening one (5) is in contact with the outside of one of the support ropes (3), i.e. the right side of the buffer net (1), and the inner wall of the sleeving opening two (9) is in contact with the outside of the other support rope (3), i.e. the left side of the buffer net (1).
4. The geotechnical engineering slope protection screen connection structure according to claim 1, characterized in that: The outside of the rolling ball (6) is slidingly connected in the inside of the connecting groove (13), and the outside left side of the rubber elastic ring (7) is in contact with the inner wall left side of the connecting groove (13).
5. The geotechnical engineering slope protection screen connection structure according to claim 2, wherein: The outside of the two rotating grooves (15) is formed in the inside of the anchor rod (14), and the proximal side of each of the two springs (19) is fixedly connected to the inner wall of each of the two rotating grooves (15).
6. The geotechnical engineering slope protection screen connection structure according to claim 2, characterized in that: The inner wall of the fixing hole (12) is threadedly connected with a screw (20), and the outside top of each of the plurality of support ropes (3) is sleeved with a pressure reducing ring (21).
7. The geotechnical engineering slope protection screen connection structure according to claim 2, characterized in that: The outside of the extrusion plate (17), i.e. the top of the rotating column (16), is rotatably connected in the inside of the rotating groove (15), and the outside of the reinforcing block (18), i.e. the bottom of the rotating column (16), is rotatably connected in the inside of the rotating groove (15).
8. The geotechnical engineering slope protection screen connection structure according to claim 6, characterized in that: The support rope (3) plays a supporting role for the buffer net (1) when the buffer net (1) is placed on a slope, and the sliding block (11) plays a connecting role for a plurality of buffer nets (1) after the screw (20) fixes the fixing hole (12).