A kind of revetment protection net construction anchor pile

Abstract

The utility model discloses a kind of bank protection net construction anchor pile, including anchor plate: the top of the anchor plate is welded with support column, the bottom of the anchor plate is provided with anti-escape anchor on both sides, the anti-escape anchor includes anchor rod, the surface of the anchor rod is rotatably connected with two first anti-escape plates, the inner chamber of the first anti-escape plate is provided with the second anti-escape plate rotatably connected with anchor rod, the top of the anchor rod is welded with stud, the top of the stud is penetrated to the top of anchor plate and is threadedly connected with first nut, the bottom of the anchor plate is paved with protective net, the bottom of the anchor plate is welded with multiple prongs. The utility model is through the setting of anti-escape anchor, pre-buried fixed anchor plate, simultaneously under the cooperation use of anchor plate and prong, protective net is pressed and positioned, finally under the cooperation use of support column and intercepting component, form intercepting area, i.

Description

Technical Field

[0001] This utility model belongs to the field of dike protection technology, and in particular relates to an anchor pile for dike protection net construction. Background Technology

[0002] Embankment protection nets are protective facilities installed around embankments to ensure their safety, prevent people or objects from falling, block foreign objects from rolling down, and maintain order in the surrounding area. Embankments are commonly found at the edges of rivers, lakes, roads, railways, and other similar locations, where embankment protection nets play a crucial role in safety protection.

[0003] Some anchor piles have relatively simple structures and are prone to being pulled out of the ground when subjected to external forces, causing the protective netting to fail. Their anchor rods may lack reasonable anti-detachment structures, and their friction and interlocking forces with the soil are insufficient, making them unable to effectively resist large pull-out forces. Furthermore, the anchor piles have limited interception and protection functions for the embankment, and may rely solely on the protective netting itself without additional reinforcement or optimization measures. When faced with the impact of large foreign objects rolling down or people falling, the protective netting is easily broken or damaged, failing to effectively intercept and adequately protect the safety of the surrounding area of ​​the embankment. Therefore, it is necessary to provide a construction anchor pile for the embankment protective netting that improves the pull-out resistance through anti-detachment anchors. At the same time, the cooperation between the support column and the interception components, using the compression positioning of steel cables and bolts, forms a reliable interception area, enhancing the interception and protection strength of the embankment. Utility Model Content

[0004] The purpose of this utility model is to provide an anchor pile for the construction of a embankment protection net. The anti-detachment anchor improves the pull-out resistance, and the cooperation between the support column and the interception component, along with the compression positioning of the steel cable and bolts, forms a reliable interception area, thereby enhancing the interception and protection strength of the embankment and solving the above-mentioned technical problems.

[0005] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: A construction anchor pile for a embankment protection net includes an anchor plate: a support column is welded to the top of the anchor plate, and anti-detachment anchors are provided on both sides of the bottom of the anchor plate. The anti-detachment anchors include anchor rods, and two first anti-detachment plates are rotatably connected to the surface of the anchor rods. A second anti-detachment plate is rotatably connected to the anchor rod in the inner cavity of the first anti-detachment plate. A stud is welded to the top of the anchor rod, and the top of the stud extends through to the top of the anchor plate and is threaded with a first nut. A protective net is laid at the bottom of the anchor plate, and multiple protrusions are welded to the bottom of the anchor plate. The protrusions penetrate the protective net and insert into the ground. An interception component is provided on the surface of the support column.

[0006] Preferably, the interception component includes three rope holes opened on the side of the support column, and steel cables are inserted through the inner cavities of the three rope holes located on the same horizontal plane.

[0007] Preferably, the front side of the support column is welded with three second nuts corresponding to the rope threading holes. The inner cavity of the second nut is threaded with a bolt, and the rear end of the bolt passes through the inner cavity of the rope threading hole and is pressed against the surface of the steel cable.

[0008] Preferably, a cone head is welded to the bottom end of the anchor rod.

[0009] Preferably, an anti-sinking plate is welded to the top of the anchor bolt surface, and the top of the anti-sinking plate is attached to the bottom of the anchor plate.

[0010] The beneficial effects of this utility model are: 1. This utility model uses anti-detachment anchors to pre-embed and fix the anchor plate. At the same time, with the cooperation of the anchor plate and the protrusions, the protective net is pressed and positioned. Finally, with the cooperation of the support column and the interception component, an interception area is formed, which can achieve the purpose of strong pull-out resistance and high protection and interception strength. 2. This utility model, through the setting of the interception component, wherein the cooperation of the second nut and the bolt plays a role in squeezing and positioning the steel cable, ensuring the stability of the steel cable in the inner cavity of the rope hole. At the same time, the cooperation between the rope hole and the steel cable plays a role in interception and protection of the embankment, effectively preventing foreign objects from rolling down or people from falling. Attached Figure Description

[0011] in: Figure 1 This is a perspective view of one embodiment of the present utility model; Figure 2 This is a three-dimensional schematic diagram of an anchor plate, support column, anti-detachment anchor and interception component according to an embodiment of the present invention; Figure 3 This is one embodiment of the present utility model. Figure 2 A magnified view of point A in the middle; Figure 4 This is a three-dimensional exploded view of the anti-detachment anchor and cone head according to one embodiment of the present invention.

[0012] The attached diagram lists the components represented by each number as follows: 1. Anchor plate, 2. Support column, 3. Anti-detachment anchor, 31. Anchor rod, 32. First anti-detachment plate, 33. Second anti-detachment plate, 34. Stud, 35. First nut, 4. Protective net, 5. Spike, 6. Interception component, 61. Rope hole, 62. Steel cable, 63. Second nut, 64. Bolt, 7. Cone, 8. Anti-sinking plate. Detailed Implementation

[0013] In the following description, embodiments of the anchor piles for the construction of the dike protection net of this utility model will be described with reference to the accompanying drawings.

[0014] Figure 1-4 This invention illustrates an embodiment of an anchor pile for a embankment protective net, comprising an anchor plate 1. A support column 2 is welded to the top of the anchor plate 1. Anti-detachment anchors 3 are provided on both sides of the bottom of the anchor plate 1. Each anti-detachment anchor 3 includes an anchor rod 31, with a cone head 7 welded to the bottom end of the anchor rod 31. An anti-sinking plate 8 is welded to the top of the surface of the anchor rod 31, with the top of the anti-sinking plate 8 fitting against the bottom of the anchor plate 1. Two first anti-detachment plates 32 are rotatably connected to the surface of the anchor rod 31. A second anti-detachment plate 33, rotatably connected to the anchor rod 31, is provided within the inner cavity of the first anti-detachment plate 32. A stud 34 is welded to the top of the anchor rod 31, with its top end penetrating to the top of the anchor plate 1 and threadedly connected to a first nut 35. A protective net 4 is laid at the bottom of the anchor plate 1, and multiple protruding spikes 5 are welded to the bottom of the anchor plate 1, penetrating the protective net 4 and inserting into the ground. Below, the surface of the support column 2 is provided with an interception component 6. The interception component 6 includes three rope holes 61 opened on the side of the support column 2. Steel cables 62 are inserted through the inner cavity of the three rope holes 61 located on the same horizontal plane. Three second nuts 63 corresponding to the rope holes 61 are welded to the front side of the support column 2. Bolts 64 are threaded into the inner cavity of the second nuts 63. The rear end of the bolts 64 penetrates into the inner cavity of the rope holes 61 and presses against the surface of the steel cables 62. Through the setting of the interception component 6, the cooperation of the second nuts 63 and the bolts 64 plays a role in squeezing and positioning the steel cables 62, ensuring the stability of the steel cables 62 in the inner cavity of the rope holes 61. At the same time, the cooperation of the rope holes 61 and the steel cables 62 plays a role in interception and protection of the embankment, effectively preventing foreign objects from rolling down or people from falling.

[0015] Working principle: When using this utility model, the user inserts the anchor rod 31 into the ground. Due to the obstruction of the soil, the first anti-detachment plate 32 and the second anti-detachment plate 33 are in a closed state until the bottom of the anti-sinking plate 8 is flush with the ground. During use, when the anchor rod 31 is subjected to a pull-out force, the tops of the first anti-detachment plate 32 and the second anti-detachment plate 33 are rotated to both sides by the soil, thereby increasing the contact area with the soil and ensuring the stability of the anchor rod 31. Subsequently, the protective net 4 is laid, and the anchor plate 1 is placed... At the top of the anchor bolt 31, the stud 34 extends through to the top of the anchor plate 1. The first nut 35 is fitted onto the surface of the stud 34 and tightened, so that the anchor plate 1 can be installed and fixed. At the same time, the anchor plate 1 drives the protrusion 5 to insert into the ground and fix the protective net 4. Finally, the user inserts the steel cable 62 into the inner cavity of the rope hole 61 and tightens the bolt 64, so that the bolt 64 extends through the inner cavity of the rope hole 61 and compresses the surface of the steel cable 62, so that the support column 2 and the steel cable 62 are stably connected to form an interception area.

[0016] In summary: the anchor piles for the construction of the embankment protection net, through the setting of anti-detachment anchor 3, pre-embed and fix the anchor plate 1. At the same time, with the cooperation of the anchor plate 1 and the protruding spikes 5, the protection net 4 is pressed and positioned. Finally, with the cooperation of the support column 2 and the interception component 6, an interception area is formed, thus achieving the purpose of strong pull-out resistance and high protection and interception strength.

Claims

1. A construction anchoring pile for a revetment, characterized by, Includes anchor plate (1): The top of the anchor plate (1) is welded with a support column (2), and anti-detachment anchors (3) are provided on both sides of the bottom of the anchor plate (1). The anti-detachment anchors (3) include anchor rods (31). Two first anti-detachment plates (32) are rotatably connected to the surface of the anchor rods (31). The inner cavity of the first anti-detachment plates (32) is provided with a second anti-detachment plate (33) rotatably connected to the anchor rods (31). The top of the anchor rods (31) is welded with studs (34). The top of the studs (34) extends through to the top of the anchor plate (1) and is threaded with a first nut (35). The bottom of the anchor plate (1) is covered with a protective net (4). The bottom of the anchor plate (1) is welded with multiple protrusions (5). The protrusions (5) penetrate the protective net (4) and are inserted into the ground. The surface of the support column (2) is provided with interception components (6).

2. The construction anchoring pile for the embankment protection screen according to claim 1, wherein, The interception component (6) includes three rope holes (61) on the side of the support column (2), and steel cables (62) are installed through the inner cavity of the three rope holes (61) located on the same horizontal plane.

3. The anchor pile for the construction of a embankment protection net according to claim 2, characterized in that, The front side of the support column (2) is welded with three second nuts (63) corresponding to the rope hole (61). The inner cavity of the second nut (63) is threaded with a bolt (64). The rear end of the bolt (64) penetrates into the inner cavity of the rope hole (61) and is pressed against the surface of the steel cable (62).

4. The anchor pile for the construction of a embankment protection net according to claim 3, characterized in that, The bottom end of the anchor rod (31) is welded with a cone head (7).

5. The anchor pile for the construction of a revetment according to claim 4, characterized in that, An anti-sinking plate (8) is welded to the top of the surface of the anchor (31), and the top of the anti-sinking plate (8) is attached to the bottom of the anchor plate (1).

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