Fiber-plastic geocell

Abstract

The utility model discloses a fiber-plastic geocell, which relates to the field of laying and limiting of geocells, and comprises a geo-belt, a limiting mechanism is arranged in the geocell of the geo-belt, a reinforcing mechanism inserted with soil is arranged in the limiting mechanism, the reinforcing mechanism penetrates to the upper part of the limiting mechanism, and the limiting mechanism is connected with the geocell of the geo-belt. The limiting mechanism comprises limiting inserting grooves formed in the inner sides of the cells of the geotechnical belt, and inserting plates are inserted into the inner walls of every two adjacent limiting inserting grooves. According to the utility model, the limiting mechanism and the reinforcing mechanism are arranged, so that the size of each cell can be ensured to be consistent, the position of the geobelt can be effectively fixed, and the laying quality is ensured.

Description

Technical Field

[0001] This utility model relates to the field of geocell laying and positioning, specifically a fiber-plastic geocell. Background Technology

[0002] Geocells are three-dimensional mesh cell structures formed by high-strength welding of reinforced HDPE sheets. They are generally welded using ultrasonic needle welding. Due to engineering needs, some geocells have holes punched in the membrane. To further reduce weight and maintain strength, the outer side of existing geotextiles is generally made of PE material, while the inner side of the PE geotextile is hollow and filled with polyester.

[0003] In existing technologies, when geotextiles are laid on slopes, the cells formed after the geotextiles are unfolded are easily guided, resulting in inconsistent sizes. Secondly, after being laid on slopes, they are prone to sliding under the guidance of the slope. Utility Model Content

[0004] The purpose of this utility model is to provide a fiber-plastic geocell in order to solve the problem.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a fiber-plastic geocell, comprising a geotextile strip, wherein a limiting mechanism is provided inside the geocell of the geotextile strip, and a reinforcing mechanism that is inserted into the soil is provided inside the limiting mechanism, the reinforcing mechanism extending through to the top of the limiting mechanism, the limiting mechanism comprising a limiting insertion groove formed inside the geotextile strip, and insertion plates inserted into the inner walls of two adjacent limiting insertion grooves.

[0006] As a further embodiment of this utility model: the reinforcing mechanism includes a hollow groove formed inside the plug plate, the bottom end of the hollow groove is open, and a movable plate is slidably installed on the inner wall of the hollow groove.

[0007] As a further embodiment of this utility model: the reinforcement mechanism also includes a fixing rod integrally formed at the center of the top of the movable plate, the fixing rod extending upward to the top of the plug plate, a circular hole for the fixing rod to pass through is provided at the center of the top plate of the plug plate, and a hammer head integrally formed at the top of the fixing rod.

[0008] As a further embodiment of this utility model: the reinforcement mechanism also includes reinforcement rods integrally formed on both sides of the bottom end of the movable plate, and the bottom end of the reinforcement rods integrally formed with a conical tip.

[0009] Compared with the prior art, the beneficial effects of this utility model are:

[0010] 1. By setting up limiting and reinforcing mechanisms, this design method can ensure that the size of each cell is consistent, and secondly, it can effectively fix the position of the geotextile, thus ensuring the laying quality. Attached Figure Description

[0011] Figure 1 This is a schematic diagram of the structure of this utility model;

[0012] Figure 2 This is a schematic diagram of the reinforcement mechanism of this utility model;

[0013] Figure 3 This is a schematic diagram of the internal structure of the reinforcement mechanism of this utility model.

[0014] In the diagram: 1. Geotextile strip; 2. Limiting splice groove; 3. Splice plate; 4. Reinforcing rod; 5. Hammer head; 6. Hollow groove; 7. Moving plate; 8. Fixing rod; 9. Pointed end. Detailed Implementation

[0015] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0016] Please see Figures 1-3 In this embodiment of the utility model, a fiber-plastic geocell includes a geotextile strip 1. A limiting mechanism is provided inside the geocell of the geotextile strip 1. A reinforcing mechanism that is inserted into the soil is provided inside the limiting mechanism. The reinforcing mechanism extends through to the top of the limiting mechanism. The limiting mechanism includes a limiting insertion groove 2 opened on the inner side of the geocell of the geotextile strip 1. Insertion plates 3 are inserted into the inner walls of two adjacent limiting insertion grooves 2.

[0017] In this embodiment: First, after transporting the geotextile 1 to the installation site, a tension force is applied to the folded geotextile 1 to unfold it under tension. After the geotextile 1 is unfolded, the two parts of the limiting mechanism are inserted to unfold the cells of the geotextile 1. After unfolding, the insertion plate 3 is inserted into the limiting insertion groove 2. After the two are fully inserted, the reinforcing mechanism is hammered, and the reinforcing mechanism moves downward under force. After the reinforcing mechanism is effectively fixed, the position of the insertion plate 3 cannot be moved. The fixed insertion plate 3 effectively limits the cells of the geotextile 1, so that each cell is the same size. When the geotextile 1 is laid on the slope, the limiting of the insertion plate 3 and the reinforcing mechanism can prevent the geotextile 1 from being unstable and sliding down the slope.

[0018] Please refer to this carefully. Figure 2 and Figure 3 The reinforcement mechanism includes a hollow groove 6 inside the plug plate 3. The bottom end of the hollow groove 6 is open. A movable plate 7 is slidably installed on the inner wall of the hollow groove 6. The reinforcement mechanism also includes a fixing rod 8 integrally formed at the top center of the movable plate 7. The fixing rod 8 extends upward to the top of the plug plate 3. A round hole for the fixing rod 8 to pass through is opened at the center of the top plate of the plug plate 3. A hammer head 5 is integrally formed at the top of the fixing rod 8.

[0019] In this embodiment: after the plug plate 3 is fully connected with the limiting plug groove 2, a hammering tool is used to apply a hammering force to the top of the hammer head 5. The hammering force is transmitted downward and then transmitted to the moving plate 7 through the fixing rod 8. The moving plate 7, which is under force, slides downward on the inner wall of the hollow groove 6. During this process, the hollow groove 6 restricts the movement direction of the moving plate 7.

[0020] Please refer to this carefully. Figure 2 and Figure 3 The reinforcement mechanism also includes reinforcement rods 4 integrally formed on both sides of the bottom end of the movable plate 7, and the bottom end of the reinforcement rods 4 integrally formed with a conical tip 9.

[0021] In this embodiment: as the movable plate 7 moves downward, it pushes the reinforcing rods 4 at both ends of the movable plate 7 to move downward synchronously. At this time, the conical tip 9 is inserted into the soil foundation. The tip 9 can reduce the resistance of the reinforcing rod 4 being inserted into the foundation until the bottom of the hammer head 5 contacts the top of the plug plate 3. At this time, the plug plate 3 is effectively fixed and cannot move. Therefore, the size of the cell of the geotextile 1 remains consistent and can limit the movement of the geotextile 1, thus maintaining the stability of the geotextile 1 laid on the slope.

[0022] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A geoweb comprising a geotextile strip (1), characterised in that, The geotextile (1) is provided with a limiting mechanism inside the cell. The limiting mechanism is provided with a reinforcement mechanism that is inserted into the soil. The reinforcement mechanism extends to the top of the limiting mechanism. The limiting mechanism includes a limiting insertion groove (2) opened on the inside of the geotextile (1). Insertion plates (3) are inserted into the inner walls of two adjacent limiting insertion grooves (2).

2. A geocell according to claim 1, wherein, The reinforcement mechanism includes a hollow groove (6) opened inside the plug plate (3), the bottom end of the hollow groove (6) is open, and a movable plate (7) is slidably installed on the inner wall of the hollow groove (6).

3. A geocell according to claim 2, wherein, The reinforcement mechanism also includes a fixing rod (8) integrally formed at the center of the top of the movable plate (7). The fixing rod (8) extends upward to the top of the plug plate (3). A round hole for the fixing rod (8) to pass through is provided at the center of the top plate of the plug plate (3). A hammer head (5) is integrally formed at the top of the fixing rod (8).

4. A geocell according to claim 3, wherein, The reinforcement mechanism also includes reinforcement rods (4) integrally formed on both sides of the bottom end of the movable plate (7), and the bottom end of the reinforcement rods (4) is integrally formed with a conical tip (9).

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