Anchor pile type geocell structure for ecological protection of fill slope

Abstract

The utility model discloses an anchor pile type geocell structure for ecological protection of a fill slope, and particularly relates to the technical field of geocells, the anchor pile type geocell structure comprises a first partition plate, enclosure assemblies are symmetrically arranged on the upper side and the lower side of the first partition plate, and a second partition plate is jointly and movably installed on the right portions of the opposite sides of the two enclosure assemblies; the upper end and the lower end of the first partition plate and the upper end and the lower end of the second partition plate are each provided with three buckle assemblies in a linear array distribution mode, a connecting assembly is arranged at the right end of the second partition plate, and anchor rod assemblies are symmetrically arranged on the left portions and the right portions of the sides, away from each other, of the two enclosure assemblies. According to the anchor pile type geocell structure for ecological protection of the fill slope, the first partition plate, the second partition plate and the two enclosure assemblies can be assembled together through the arranged buckle assemblies, and therefore an independent geocell is formed; the connecting assemblies are arranged, so that the independent earthwork standard rooms can be spliced together in sequence, and a long-strip-shaped overall assembly is formed.

Description

Technical Field

[0001] This utility model relates to the field of geocell technology, and in particular to an anchor pile type geocell structure for ecological protection of embankment slopes. Background Technology

[0002] Anchor pile geocells used for ecological protection of embankment slopes are an ecological slope protection structure that combines geocells and vegetation. Geocells themselves have good erosion resistance and can effectively resist water scouring and erosion, reducing the risk of slope erosion. Geocells provide sufficient soil depth and water supply for vegetation growth, which is conducive to the growth of vegetation roots.

[0003] Anchor pile geocell structures are particularly suitable for ecological protection of artificial fill slopes and cut slopes. Their high stability, good greening effect, and low cost have made this structure widely used in the protection of fill and cut slopes.

[0004] In the fixing methods of geocell slope protection, anchor piles are usually used to fix geocells to the slope or foundation to enhance the stability and anti-sliding performance of the structure. However, the arrangement of anchor piles is not one for every geocell, but is fixed according to the overall layout and needs. In some embankment sections with high fill height and steep slope, if anchor piles are only set at the grid skeleton nodes of the geocells, the stability and anti-sliding performance of the entire geocell after assembly will be greatly reduced. Utility Model Content

[0005] The main purpose of this utility model is to provide an anchor pile type geocell structure for ecological protection of embankment slopes, which can effectively solve the problem that simply setting anchor piles at the grid skeleton nodes of the anchor pile type geocell reduces the stability of the entire geocell slope protection structure.

[0006] To achieve the above objectives, the technical solution adopted by this utility model is as follows:

[0007] An anchor-pile type geocell structure for ecological protection of embankment slopes includes a partition plate one, with retaining components symmetrically arranged on the upper and lower sides of the partition plate one. A partition plate two is movably installed on the right side of the two retaining components opposite to each other. Three snap-fit ​​components are arranged in a linear array at the upper and lower ends of both the partition plate one and the partition plate two. A connecting component is provided at the right end of the partition plate two. Anchor bolt components are symmetrically arranged on the left and right sides of the two retaining components on the side away from each other.

[0008] Preferably, the enclosure component includes a splicing plate one and a plug rod. A splicing plate two is slidably connected to the inner surface of the splicing plate one. Several slots are opened in the middle of the upper end of the splicing plate two. The plug rod is engaged with the inner surface of several slots. Three through arc-shaped grooves are opened on the upper right side of the splicing plate one and the upper left side of the splicing plate two. Several round holes are opened in the middle of the upper end of the splicing plate one.

[0009] Preferably, the outer surface of the insertion rod and the inner surfaces of the plurality of slots are both rough surfaces.

[0010] Preferably, the buckle assembly includes a cylinder and a spring, both of which are fixedly connected to the upper rear part of the partition plate. A circular plate is fixedly connected to the upper end of the spring, and an arc-shaped plate is rotatably connected to the upper end of the circular plate.

[0011] Preferably, a telescopic rod is fixedly connected to the rear of the upper end of the partition, the spring is sleeved on the outer surface of the telescopic rod, and the telescopic rod is fixedly connected to the lower end of the circular plate.

[0012] Preferably, the connecting assembly includes a docking plate, which is fixedly connected to the right end of the partition plate II. The docking plate has three through arc-shaped grooves II at both its front and rear ends. The partition plate I has three cylinders fixedly connected to both its front and rear ends. Each of the six cylinders has an arc-shaped plate II rotatably connected to one end away from the partition plate I.

[0013] Preferably, the anchor bolt assembly includes a fixed housing, which is fixedly connected to the upper left part of the splicing plate, and the anchor bolt is slidably connected to the inner surface of the fixed housing.

[0014] Compared with the prior art, the present invention has the following beneficial effects:

[0015] 1. The snap-fit ​​assembly of this utility model can assemble partition one, partition two, and two enclosure components together to form an independent geocell; the connecting assembly can assemble individual geocells sequentially to form a long strip-shaped integral component. This point-to-line approach can improve the geocell structure's ability to resist external loads and deformations, thereby protecting the fill slope from damage; the anchor bolt assembly provides an independent fixing point for each geocell, which greatly enhances the stability of the entire geocell structure.

[0016] 2. The insertion rod and slot provided in this utility model allow the lengths of splicing plate one and splicing plate two to be adjusted, so the width of an independent geocell structure can be adjusted. Thus, the length of the long strip component assembled from individual geocells can be adjusted, enabling this device to complete the covering work for fill slopes of different widths. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0018] Figure 2 This is a schematic diagram showing the overall structure of this utility model at an inclined angle;

[0019] Figure 3 This is a schematic cross-sectional view of the enclosure component structure of this utility model;

[0020] Figure 4 This is a schematic diagram of a partial component structure of the present invention;

[0021] Figure 5 This is a schematic diagram of the buckle assembly structure of this utility model;

[0022] Figure 6 This is a schematic diagram of the docking component structure of this utility model;

[0023] Figure 7 This is a schematic diagram of the anchor bolt assembly structure of this utility model.

[0024] In the diagram: 1. Partition 1; 2. Partition 2; 3. Enclosure assembly; 31. Splicing plate 1; 32. Splicing plate 2; 33. Insert rod; 34. Slot; 35. Arc groove 1; 36. Round hole; 4. Buckle assembly; 41. Cylinder; 42. Spring; 43. Telescopic rod; 44. Round plate; 45. Arc plate 1; 5. Connecting assembly; 51. Column; 52. Arc plate 2; 53. Butt joint plate; 54. Arc groove 2; 6. Anchor bolt assembly; 61. Fixed outer shell; 62. Anchor bolt. Detailed Implementation

[0025] To make the technical means, creative features, objectives and effects of this utility model easier to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0026] like Figure 1 and Figure 2 As shown, an anchor-type geocell structure for ecological protection of embankment slopes includes a partition 1. Retaining components 3 are symmetrically arranged on the upper and lower sides of partition 1. A partition 2 is movably installed on the right side of the two retaining components 3 on opposite sides. Three snap-fit ​​components 4 are linearly arrayed at the upper and lower ends of both partition 1 and partition 2. A connecting component 5 is provided at the right end of partition 2. Anchor bolt components 6 are symmetrically arranged on the left and right sides of the two retaining components 3 on opposite sides.

[0027] In specific implementation, the snap-fit ​​component 4 is used to assemble partition 1, partition 2 and two enclosure components 3 together to form an independent geocell. This independent geocell is the first geocell. The connecting component 5 is used to assemble another geocell, which is another geocell assembled with partition 1, partition 2 and two enclosure components 3, together with the first geocell.

[0028] Repeat the above operation to assemble the remaining geocells, including partition 1, partition 2, and two enclosure components 3, into a long strip.

[0029] Using four anchor components 6 on each geocell, the geocell is fixed to the fill slope, at which point the width of a long, integral geocell is the same as that of the fill slope.

[0030] Then, from top to bottom, the remaining long, rectangular geocells are fixed onto the fill slope. At this point, the long, rectangular geocells completely cover the slope surface, thus obtaining a complete geocell structure for the fill slope.

[0031] Specifically, in order to assemble individual geocell structures into a whole, thereby improving the load-bearing capacity of the entire geocell structure, refer to... Figure 3 The enclosure component 3 includes a splicing plate 31 and a plug rod 33. A splicing plate 32 is slidably connected to the inner surface of the splicing plate 31. Several slots 34 are opened in the middle of the upper end of the splicing plate 32. The plug rod 33 is engaged with the inner surface of the slots 34. Three through arc-shaped grooves 35 are opened on the upper right side of the splicing plate 31 and the upper left side of the splicing plate 32. Several round holes 36 are opened in the middle of the upper end of the splicing plate 31. The outer surface of the plug rod 33 and the inner surface of the slots 34 are rough surfaces.

[0032] Further reading Figure 4 and Figure 5 The buckle assembly 4 includes a cylinder 41 and a spring 42. Both the cylinder 41 and the spring 42 are fixedly connected to the upper rear part of the partition 1. A circular plate 44 is fixedly connected to the upper end of the spring 42, and an arc plate 45 is rotatably connected to the upper end of the circular plate 44. A telescopic rod 43 is fixedly connected to the upper rear part of the partition 1. The spring 42 is sleeved on the outer surface of the telescopic rod 43, and the telescopic rod 43 is fixedly connected to the lower end of the circular plate 44.

[0033] Further reading Figure 4 and Figure 6 The connecting component 5 includes a docking plate 53, which is fixedly connected to the right end of the partition 2. The docking plate 53 has three through arc-shaped grooves 54 at both the front and rear ends. The partition 1 has three cylinders 51 fixedly connected to both the front and rear ends. The six cylinders 51 are rotatably connected to the ends away from the partition 1 with arc-shaped plates 52.

[0034] In the specific implementation, the three buckle components 4 fixed on the upper end of partition 1 are inserted into the three arc-shaped grooves 35 opened on splicing plate 32 in a enclosure component 3 in sequence. Then, the three arc-shaped plates 45 that are in the vertical state are rotated to the horizontal state, so that the three arc-shaped grooves 35 respectively lock the three arc-shaped plates 45 and prevent them from coming out, thereby completing the work of assembling partition 1 and enclosure component 3 together.

[0035] The three buckle components 4 fixed on the upper end of the partition 2 are inserted into the three arc-shaped grooves 35 opened on the splicing plate 31 in the above-mentioned enclosure component 3. Similarly, the three arc-shaped plates 45 that are in the vertical state are all rotated to the horizontal state, so that the three arc-shaped grooves 35 respectively lock the three arc-shaped plates 45 and prevent them from coming out, thereby completing the work of assembling the partition 2 and the same enclosure component 3 together.

[0036] Repeat the above operation to assemble another enclosure component 3 with the partition 1 and partition 2 mentioned above using the three snap fasteners 4 fixed to the lower end of partition 1 and the three snap fasteners 4 fixed to the lower end of partition 2.

[0037] After the assembly is completed, an independent geocell is obtained. At this time, the two retaining components 3 are in a symmetrical state. This geocell can be regarded as the first geocell.

[0038] The six arc-shaped plates 52 on the other partition 1 are respectively passed through the six arc-shaped grooves 54. The six arc-shaped plates 52 are rotated so that all six arc-shaped plates 52 are rotated from a vertical state to a horizontal state, thereby assembling the other partition 1 with the partition 2 of the first geocell.

[0039] Following the above procedure, the other two enclosure components 3 and partition 2 2 are assembled together with partition 2 2 which is assembled with the first geocell, thus completing the work of assembling the two geocells together.

[0040] Repeat the above steps to assemble the individual geocells together in sequence, thus forming a long, rectangular integral component.

[0041] By first completing the assembly of an individual geocell, and then assembling these individual geocells into a long strip, from point to line, the ability of the geocell structure to resist external loads and deformation can be improved, effectively enhancing the overall stability of the geocell structure and thus protecting the fill slope from damage.

[0042] In the initial state, the insert rod 33 is inserted into a slot 34. The outer surface of the insert rod 33 and the inner surfaces of several slots 34 are rough surfaces, which can ensure the stability of the splicing board 1 31 and splicing board 2 32 at this time.

[0043] Pull out the insert rod 33 and slide the splicing plate 2 32 into the splicing plate 1 31, or slide the splicing plate 2 32 into the splicing plate 1 31 to change the length of the splicing plate 1 31 and the splicing plate 2 32. Thus, the length of the splicing plate 1 31 and the splicing plate 2 32 can be adjusted, so the width of an independent geocell structure can be adjusted. In this way, the length of the long strip structure assembled from the individual geocells can be adjusted, thereby enabling this device to complete the covering work of fill slope protection of different widths.

[0044] Individual geocells are assembled into a long strip-shaped integral component and fixed to the slope surface of the fill slope from top to bottom. In this way, the long strip-shaped geocells form a surface, which helps to improve the bearing capacity of the fill slope, enabling the fill slope to withstand greater loads without damage.

[0045] The presence of spring 42 provides redundant space in the overall length of the snap-fit ​​assembly 4, thus facilitating the assembly process of geocells. The telescopic rod 43 provides vertical support to spring 42, preventing the arc plate 45 from swaying around due to the deformation of spring 42 and causing instability.

[0046] Specifically, in order to provide individual anchor points for each geocell structure, thereby improving the stability of the entire geocell structure, refer to... Figure 7 The anchor bolt assembly 6 includes a fixed housing 61, which is fixedly connected to the upper left part of the splicing plate 31, and the anchor bolt 62 is slidably connected to the inner surface of the fixed housing 61.

[0047] In practice, after assembling individual geocells according to the above operations and assembling them into a long strip-shaped integral component, all four anchors 62 of a single geocell anchor 62 are inserted into the fill slope protection, thereby fixing a single geocell to the fill slope protection.

[0048] Each individual geocell is equipped with four anchor bolts 62, which are used to fix all geocells to the fill slope protection.

[0049] In this way, each geocell has an independent fixing point, which greatly enhances the stability of the entire geocell structure. Especially in cases of complex geological conditions or large loads, each individual geocell has an independent fixing point, which can effectively prevent the geocell from shifting or deforming.

[0050] It can also significantly improve the anti-sliding properties and bearing capacity of this device on fill slopes with high fill height and large fill slope.

[0051] The working principle of this utility model is as follows:

[0052] By using the snap-fit ​​assembly 4 to assemble one enclosure assembly 3 and partition 1 together, and similarly using the snap-fit ​​assembly 4 to assemble the enclosure assembly 3 and partition 2 together, and by using the snap-fit ​​assembly 4 to assemble another enclosure assembly 3 with the above structure, an independent geocell is obtained.

[0053] Using the connecting component 5, the geocell is assembled with another partition 1. Following the above operation, the other two enclosure components 3 and partition 2 are assembled with the partition 2 that is assembled with the first geocell, thus completing the work of assembling the two geocells together.

[0054] Repeat the above steps to assemble the individual geocells together in sequence, thus forming a long, rectangular integral component.

[0055] Anchor bolts 62 are used to fix all geocells to the fill slope, and each long strip-shaped integral component is fixed to the slope surface of the fill slope in turn from top to bottom, thereby completing the coverage of the fill slope.

[0056] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of this utility model. Various changes and modifications can be made to this utility model without departing from its spirit and scope, and all such changes and modifications fall within the scope of the claims. The scope of protection of this utility model is defined by the appended claims and their equivalents.

Claims

1. An anchor-pile type geocell structure for ecological protection of embankment slopes, comprising a partition plate (1), characterized in that: The partition 1 (1) is symmetrically provided with enclosure components (3) on its upper and lower sides. The two enclosure components (3) are movably installed on the right side of opposite sides of the partition 2 (2). The upper and lower ends of the partition 1 (1) and the partition 2 (2) are provided with three buckle components (4) arranged in a linear array. The right end of the partition 2 (2) is provided with a connecting component (5). The two enclosure components (3) are symmetrically provided with anchor bolt components (6) on the left and right sides of opposite sides of each other.

2. The anchor pile type geocell structure for ecological protection of a fill slope according to claim 1, characterized in that: The enclosure component (3) includes a splicing plate one (31) and a plug rod (33). A splicing plate two (32) is slidably connected to the inner surface of the splicing plate one (31). Several slots (34) are opened in the middle of the upper end of the splicing plate two (32). The plug rod (33) is engaged with the inner surface of several slots (34). Three through arc-shaped grooves (35) are opened on the upper right side of the splicing plate one (31) and the upper left side of the splicing plate two (32). Several round holes (36) are opened in the middle of the upper end of the splicing plate one (31).

3. The anchor pile type geocell structure for ecological protection of a fill slope according to claim 2, characterized in that: The outer surface of the insert (33) and the inner surface of the slots (34) are both rough surfaces.

4. The anchor pile type geocell structure for ecological protection of fill slope according to claim 1, characterized in that: The buckle assembly (4) includes a cylinder (41) and a spring (42). The cylinder (41) and the spring (42) are both fixedly connected to the upper rear part of the partition (1). A circular plate (44) is fixedly connected to the upper end of the spring (42), and an arc plate (45) is rotatably connected to the upper end of the circular plate (44).

5. The anchor pile type geocell structure for ecological protection of fill slope according to claim 4, characterized in that: A telescopic rod (43) is fixedly connected to the rear of the upper end of the partition (1), and a spring (42) is sleeved on the outer surface of the telescopic rod (43). The telescopic rod (43) is fixedly connected to the lower end of the circular plate (44).

6. The anchor pile type geocell structure for ecological protection of an embankment slope according to claim 1, characterized in that: The connecting component (5) includes a docking plate (53), which is fixedly connected to the right end of the partition plate (2). The docking plate (53) has three through arc-shaped grooves (54) at both the front and rear ends. The partition plate (1) has three cylinders (51) fixedly connected to both the front and rear ends. The six cylinders (51) are rotatably connected to an arc-shaped plate (52) at the end away from the partition plate (1).

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