Spiral ground pile structure for soundproof walls

Abstract

To provide a spiral ground pile structure for a soundproof wall that can increase the bonding strength between an anchor rod and the soil of the ground and improves the pull-out strength and overturning strength of the anchor rod. [Solution] A spiral ground pile structure for a soundproof wall includes a plurality of anchor rods 1 distributed sequentially from left to right, support columns 2 fixedly connected to the tops of the anchor rods by bolts, two locking grooves symmetrically opened on the left and right sides of the support columns, two fixing assemblies symmetrically connected to the support columns on the left and right, and a soundproof panel 5 fixedly fastened by the fixing assemblies between two adjacent locking grooves on any two adjacent support columns. By providing a threaded blade 6 located on the lower half of the anchor rod and a ground gripping assembly 7 located on the upper half of the anchor rod, the contact area between the anchor rod and the ground soil is significantly increased.

Description

[Technical Field]

[0001] The present invention relates to the technical field of ground pile structures for installing soundproof panels, and in particular to spiral ground pile structures for soundproof walls. [Background technology]

[0002] Acoustic panels are noise barriers that are specially designed to stand between a noise source and a sound receiving point. Typically designed for a specific sound source and a specific location (or area) to be protected, acoustic panels are primarily used for sound insulation and noise reduction on roads, highways, overpasses, and other noise sources.

[0003] The ground pile structures commonly used for conventional soundproof panels include ground piles that combine precast concrete and steel connection structures, and ground piles that combine anchor rods and steel connection structures.Of these, precast concrete ground piles have a long construction period and are expensive, so anchor rod ground piles are preferentially selected when the soil quality of the ground is suitable.

[0004] However, conventional anchor rod ground piles have anchor rods that are almost bare and are inserted directly into the ground soil using a pile driver during construction. This means that the interface between the anchor rod and the ground soil is small, and the pull-out strength and overturning strength are weak. In particular, when subjected to strong winds, earthquakes, or vehicle vibration loads, the foundation is prone to tilting and displacement, which reduces the overall structural stability of the sound barrier and makes it impossible to meet the safety requirement of long-term function.

[0005] To solve the above problems, a spiral ground pile structure for soundproof walls is desired. Summary of the Invention [Problem to be solved by the invention]

[0006] The purpose of this invention is to provide a spiral ground pile structure for soundproof walls, which solves the problem mentioned in the background art above: in conventional anchor rod-type ground piles, the anchor rods are mostly bare rods, and are inserted directly into the ground soil using a pile driver. However, because the interface between the bare rods and the ground soil is small, the pull-out strength and overturning strength are weak, which reduces the stability of the ground pile structure. [Means for solving the problem]

[0007] To achieve the above object, the present invention provides the following technical solution: a spiral ground pile structure for a soundproof wall, comprising a plurality of anchor rods distributed sequentially from left to right, support columns fixedly connected to the tops of the anchor rods by bolts, two locking grooves symmetrically opened on the left and right sides of the support columns, two fixing assemblies symmetrically connected to the support columns, a soundproof panel fixedly fastened by the fixing assemblies between two adjacent locking grooves of any two adjacent support columns, a spiral blade fixedly fitted on the outer circumferential surface of the lower half of the anchor rods, and a ground gripping assembly connected to the upper half of the anchor rods; The ground gripping assembly increases the interface area between the anchor rod and the ground soil.

[0008] Preferably, the width of the spiral blade is equal to or greater than the radius of the anchor rod. The advantages of this arrangement are as follows: after being inserted into the ground soil, the spiral blade can significantly increase the contact area between the anchor rod and the ground soil, and further improve the pull-out strength and overturning strength of the anchor rod, thereby effectively improving the stability and reliability of the ground pile structure.

[0009] Preferably, the earth gripping assembly includes a pushing mechanism and a guide mechanism connected to the outer periphery of the upper half of the anchor rod, and a plurality of sets of earth gripping teeth such as elastic metal plates are connected to the guide mechanism at equal angles to form a ring, and the pushing mechanism pushes the plurality of sets of earth gripping teeth through the guide mechanism to insert them into the ground soil. The advantage of this installation is that by inserting the plurality of sets of earth gripping teeth into the ground soil, the contact area between the anchor rod and the ground soil can be further increased together with the spiral blade, greatly improving the stability and reliability of the ground pile structure.

[0010] Preferably, the number of the earth gripping teeth in each set is at least five, and the length of the earth gripping teeth inserted into the soil is equal to or greater than the width of the spiral blade. The advantage of this arrangement is that the earth gripping teeth inserted into the soil of the ground can significantly increase the contact area between the anchor rod and the soil.

[0011] Preferably, the guide mechanism includes a plurality of first limiting grooves that are opened at equal angles to form a ring on the outer circumferential surface of the anchor rod, the first limiting grooves are vertical grooves, a plurality of movable pieces are slidably connected within the plurality of first limiting grooves, a plurality of baffles are fixedly connected at equal intervals from top to bottom between the two inner walls of the first limiting grooves, the side of the movable piece that is farther from the axis of the anchor rod is attached to the side of the baffle that is closer to the axis of the anchor rod, the top and bottom surfaces of the baffle are parallel slopes, the height of the slopes gradually increases from the direction away from the axis of the anchor rod to the direction approaching the axis of the anchor rod, and the inclination angle of the slopes is 45 degrees or less, a plurality of sets of the earth gripping teeth are fixedly connected to the side of the movable pieces that is farther from the axis of the anchor rod, and each set of the plurality of earth gripping teeth is inserted into the gaps between the plurality of baffles in the first limiting groove, and the pushing mechanism pushes the plurality of movable pieces to move up and down along the first limiting grooves. The advantages of installing it in this way are as follows: the pushing mechanism pushes the movable piece to move downward along the first limiting groove, which causes the movable piece to move downward with a set of earth gripping teeth, which are then restricted by the close slopes of the two adjacent baffles, allowing the earth gripping teeth to be inserted into the soil along the direction of the slope, ensuring that the earth gripping teeth can be inserted into the soil smoothly and reliably at an angle, and that the earth gripping teeth can effectively increase the contact area between the anchor rod and the ground soil, thereby improving the pull-out strength and overturning strength of the anchor rod.

[0012] Preferably, the pushing mechanism includes a plurality of second limiting grooves opened at equal angles to form a ring on the outer circumferential surface of the anchor rod, the lower ends of the second limiting grooves respectively communicate with the top ends of the first limiting grooves, the second limiting grooves are vertical grooves, the length and width of the second limiting grooves are respectively greater than the length and width of the first limiting grooves, the plurality of limiting blocks are slidably connected within the plurality of second limiting grooves by slide blocks and slide grooves at equal angles to form a ring, and a plurality of protruding blocks are fixedly connected to the sides of the plurality of limiting blocks away from the axis of the anchor rod at equal angles to form a ring, the protruding blocks are located outside the second limiting grooves. The advantages of this installation are as follows: The plurality of protruding blocks can be struck respectively to push the limiting block and move it up and down along the second limiting groove, so that the plurality of limiting blocks can, via the plurality of movable pieces, respectively, take the plurality of sets of earth gripping teeth and tilt them to be inserted into the soil. This ensures that all of the plurality of sets of earth gripping teeth are inserted into the soil to the maximum depth and ensures the stability of the anchor rod after it has been inserted into the ground. Furthermore, by striking the protruding blocks downwards or upwards with a tool such as a hammer, an operator can easily and smoothly insert the earth gripping teeth into or remove them from the soil, which makes the installation and removal of the anchor rod simple and convenient and improves the practicality of the earth pile structure.

[0013] Preferably, the fixing assembly includes a plurality of screws threadedly inserted into the front face of the support column from top to bottom at equal intervals, with the rear ends of the screws penetrating the front face of the support column and inserted into the locking grooves, and with stainless steel fasteners rotatably connected to the rear ends of the screws, which can be pressed by the screws to tightly abut against the front face of the soundproof panel. The advantage of this installation is that by rotating the screws and moving the stainless steel fasteners toward or away from the soundproof panel, the soundproof panel can be easily tightened or loosened together with the locking grooves. [Effects of the Invention]

[0014] From the above, it can be seen that the present invention has the following technical effects and advantages: 1. In this invention, by providing a threaded blade located on the lower half of the anchor rod and a ground gripping assembly located on the upper half of the anchor rod, the contact area between the anchor rod and the ground soil can be significantly increased, thereby increasing the contact force between the anchor rod and the ground soil, and improving the pull-out strength and overturning strength of the anchor rod, thereby effectively improving the stability and reliability of the ground pile structure.

[0015] 2. In this invention, a pushing mechanism is provided to strike the protruding blocks respectively to push the limiting block and move it up and down along the second limiting groove, so that the limiting blocks can, through the movable pieces respectively, take the sets of earth gripping teeth and tilt them to be inserted into the soil. This ensures that all sets of earth gripping teeth are inserted into the soil to the maximum depth and ensures the stability of the anchor rod after it has been inserted into the ground. Furthermore, by using a tool such as a hammer to strike the protruding blocks upward or downward, the earth gripping teeth can be inserted into or removed from the soil conveniently and smoothly. This makes the installation and removal of the anchor rod simple and convenient and improves the practicality of the earth pile structure. [Brief explanation of the drawings]

[0016] In order to more clearly explain the embodiments of the present invention or the technical solutions in the prior art, the drawings to be used in the description of the embodiments or the prior art will be briefly introduced below. Needless to say, the drawings in the following description are only some embodiments of the present invention, and those skilled in the art can also obtain other drawings from these drawings without inventive work.

[0017] [Figure 1] FIG. 1 is a first structural schematic diagram of the present invention. [Figure 2]FIG. 2 is a second structural schematic diagram of the present invention. [Figure 3] FIG. 2 is a structural schematic diagram of the first part of the present invention. [Figure 4] FIG. 2 is a structural schematic diagram of the second part of the present invention. [Figure 5] FIG. 2 is a structural diagram of the third part of the present invention. [Figure 6] FIG. 3 is an enlarged schematic view of part A in FIG. 2 of the present invention. [Figure 7] FIG. 6 is an enlarged schematic view of part B in FIG. 5 of the present invention. DETAILED DESCRIPTION OF THE INVENTION

[0018] Next, the technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention. Needless to say, the described embodiments are not all embodiments, but only some embodiments of the present invention. Any other embodiments that a person skilled in the art can obtain based on the embodiments of the present invention without inventive work fall within the scope of protection of the present invention.

[0019] Referring to the spiral ground pile structure for soundproof walls shown in Figures 1 to 7, it includes a plurality of anchor rods 1 distributed sequentially from left to right, a support pillar 2 is fixedly connected to the top of the anchor rod 1 by a bolt, two locking grooves 3 are symmetrically opened on the left and right sides of the support pillar 2, two fixing assemblies 4 are symmetrically connected to the support pillar 2 on the left and right, a soundproof panel 5 is fixedly fastened by the fixing assemblies 4 between two adjacent locking grooves 3 of any two adjacent support pillars 2, a spiral blade 6 is fixedly fitted on the outer circumferential surface of the lower half of the anchor rod 1, and a ground gripping assembly 7 is connected to the upper half of the anchor rod 1. The ground gripping assembly 7 increases the interface area between the anchor rod 1 and the ground soil. A first fixed plate 11 is fixedly connected to the top end of the anchor rod 1, a second fixed plate 12 is fixedly connected to the top of the first fixed plate 11 by a bolt, and the lower end of the support column 2 is fixedly connected to the top surface of the second fixed plate 12, which makes it easy to fix and connect the support column 2 to the anchor rod 1. A plurality of crossbars 8 are fixedly connected by bolts from top to bottom between the front faces of two adjacent support pillars 2, thereby strengthening the connection strength between the support pillars 2 and improving the stability of the ground pile structure.

[0020] 1 to 4, the width of the spiral blade 6 is equal to or greater than the radius of the anchor rod 1.

[0021] Specifically, after being inserted into the ground soil, the spiral blade 6 can ensure that the contact area between the anchor rod 1 and the ground soil is significantly increased, thereby improving the pull-out strength and overturning strength of the anchor rod 1, and thereby effectively improving the stability and reliability of the ground pile structure.

[0022] 3 to 7, the earth gripping assembly 7 includes a push-out mechanism 73 and a guide mechanism 72 connected to the outer periphery of the upper half of the anchor rod 1, and a plurality of sets of earth gripping teeth 71 such as elastic metal plates are connected to the guide mechanism 72 at equal angles to form a ring, and the push-out mechanism 73 pushes the plurality of sets of earth gripping teeth 71 through the guide mechanism 72 to insert them into the soil of the ground.

[0023] Specifically, by inserting multiple sets of earth gripping teeth 71 into the ground soil, the contact area between the anchor rod 1 and the ground soil can be further increased together with the spiral blade 6, thereby significantly improving the stability and reliability of the ground pile structure.

[0024] Referring to Figures 4, 5 and 7, the number of the soil gripping teeth 71 in each set is at least five, and the length of the soil gripping teeth 71 inserted into the soil is equal to or greater than the width of the spiral blade 6.

[0025] Specifically, the earth gripping teeth 71 inserted into the ground soil ensure that the contact area between the anchor rod 1 and the soil can be significantly increased.

[0026] 3, 4 and 7, the guide mechanism 72 includes a plurality of first limiting grooves 721 that are opened at equal angles to form a ring on the outer circumferential surface of the anchor rod 1, the first limiting grooves 721 are vertical grooves, and a plurality of movable pieces 722 are slidably connected within the plurality of first limiting grooves 721, and a plurality of baffles 723 are fixedly connected at equal intervals from top to bottom between the two inner walls of the first limiting grooves 721, and the side of the movable pieces 722 that is farther from the axis of the anchor rod 1 is attached to the side of the baffle 723 that is close to the axis of the anchor rod 1, and the baffle 723 The top and bottom surfaces of the slope are parallel to each other, and the height of the slope gradually increases from the direction away from the axis of the anchor rod 1 to the direction approaching the axis of the anchor rod 1, and the inclination angle of the slope is 45 degrees or less. The multiple sets of land gripping teeth 71 are respectively fixedly connected to the sides of the multiple movable pieces 722 away from the axis of the anchor rod 1, and the multiple land gripping teeth 71 of each set are respectively inserted into the gaps between the multiple baffles 723 in the first limiting groove 721, and the pushing mechanism 73 pushes the multiple movable pieces 722 to move up and down along the first limiting groove 721.

[0027] Specifically, the pushing mechanism 73 pushes the movable piece 722 to move downward along the first limiting groove 721, and the movable piece 722 moves downward along with the set of earth gripping teeth 71, so that the adjacent slopes of the two adjacent baffles 723 restrict the earth gripping teeth 71 to be inserted into the soil along the direction of the slope, ensuring that the earth gripping teeth 71 are inserted into the soil smoothly and reliably at an incline, and that the earth gripping teeth 71 can effectively increase the contact area between the anchor rod 1 and the soil of the ground, thereby improving the pull-out strength and overturning strength of the anchor rod 1.

[0028] 3 and 4, the extrusion mechanism 73 includes a plurality of second limiting grooves 731 that are opened at equal angles to form a ring on the outer circumferential surface of the anchor rod 1. The lower ends of the second limiting grooves 731 are respectively connected to the top ends of the first limiting grooves 721. The second limiting grooves 731 are vertical grooves, and their length and width are greater than those of the first limiting grooves 721. A plurality of limiting blocks 732 are slidably connected to the second limiting grooves 731 at equal angles to form a ring by slide blocks and slide grooves. A plurality of protruding blocks 733 are fixedly connected to the axial side of the plurality of limiting blocks 732 that is remote from the anchor rod 1 at equal angles to form a ring, and the protruding blocks 733 are located outside the second limiting grooves 731.

[0029] Specifically, by striking the plurality of protruding blocks 733, the limiting block 732 can be pushed and moved up and down along the second limiting groove 731, and as a result, the plurality of limiting blocks 732 can, via the plurality of movable pieces 722, respectively, take the plurality of sets of earth gripping teeth 71 and tilt them to be inserted into the soil. This ensures that all of the plurality of sets of earth gripping teeth 71 are inserted into the soil to the maximum depth, ensuring the stability of the anchor rod 1 after it has been inserted into the ground. In addition, an operator can easily and smoothly insert the earth gripping teeth 71 into the soil or remove them from the soil by striking the protruding blocks 733 upward or downward with a tool such as a hammer. This makes the installation and removal of the anchor rod 1 simple and convenient, and improves the practicality of the ground pile structure.

[0030] Referring to Figure 6, the fixing assembly 4 includes a plurality of screws 41 that are screwed into the front surface of the support column 2 from top to bottom at equal intervals, with the rear ends of the screws 41 penetrating the front surface of the support column 2 and inserted into the locking grooves 3, and stainless steel fasteners 42 rotatably connected to the rear ends of the screws 41, which can be pressed by the screws 41 to tightly abut against the front surface of the soundproof panel 5.

[0031] Specifically, by rotating the screw 41 and moving the stainless steel fastener 42 toward or away from the soundproof panel 5, the soundproof panel 5 can be easily tightened or loosened together with the locking groove 3.

[0032] The operating principle is as follows: by rotating and pushing the device downward, the anchor rod 1 is spirally inserted downward into the ground to a predetermined position, and then the operator uses a tool such as a hammer to hit the multiple protruding blocks 733 downward, which causes the protruding blocks 733 to push the movable piece 722 and move downward along the first limiting groove 721, and the movable piece 722 moves downward along with the set of earth gripping teeth 71, so that the adjacent slopes of the two adjacent baffles 723 restrict the movement of the earth gripping teeth 71, and the earth gripping teeth 71 are inserted into the soil along the slope direction.

[0033] Next, the second fixing plate 12 is fixed and connected to the first fixing plate 11 by bolts, thereby completing the fixing and connection of the support column 2 and the anchor rod 1.

[0034] Next, after inserting the soundproof panel 5 between two adjacent locking grooves 3 of any two adjacent support columns 2, rotate the screw 41 to move the stainless steel fastener 42 toward the soundproof panel 5 until the stainless steel fastener 42 tightly abuts the front of the soundproof panel 5, thereby conveniently tightening and fixing the soundproof panel 5 together with the locking grooves 3.

[0035] Finally, the crossbar 8 is fixed to the front of the adjacent support pillar 2 with bolts, completing the installation of the ground pile structure and soundproof panel 5.

[0036] Finally, it should be clearly stated that the above are only preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the above embodiments, those skilled in the art may still modify the technical solutions described in the above embodiments or make equivalent substitutions for some of the technical features thereof, and any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present invention shall fall within the protection scope of the present invention. [Explanation of symbols]

[0037] 1 anchor rod 11 First fixing plate 12 Second fixing plate 2 Support pillar 3 Locking groove 4 Fixing Assembly 41 Screw 42 Stainless steel fasteners 5. Soundproofing panels 6 Spiral Blades 7 Land Grab Assembly 71 Land Grabbing Teeth 72 Guide mechanism 721 First Restriction Groove 722 Movable piece 723 Baffle 73 Extrusion mechanism 731 Second Restriction Groove 732 Restricted Block 733 Projection Block 8 Crossbar

Claims

1. A spiral ground pile structure for a sound barrier, comprising a plurality of anchor rods (1) distributed sequentially from left to right, A support column (2) is fixedly connected to the top of the anchor rod (1) by a bolt, two locking grooves (3) are symmetrically opened on the left and right sides of the support column (2), two fixing assemblies (4) are symmetrically connected to the support column (2) on the left and right, and a soundproof panel (5) is fixedly fastened by the fixing assemblies (4) between two adjacent locking grooves (3) of any two adjacent support columns (2), a spiral blade (6) is fixedly fitted to the outer periphery of the lower half of the anchor rod (1), and a land gripping assembly (7) is connected to the upper half of the anchor rod (1). The earth gripping assembly (7) increases the contact area between the anchor rod (1) and the ground soil. A spiral ground pile structure for a soundproof wall.

2. 2. The spiral ground pile structure for sound barriers according to claim 1, characterized in that the width of the spiral blade (6) is equal to or greater than the radius of the anchor rod (1).

3. The spiral ground pile structure for a soundproof wall according to claim 2, characterized in that the earth gripping assembly (7) includes a push-out mechanism (73) and a guide mechanism (72) connected to the outer periphery of the upper half of the anchor rod (1), and a plurality of sets of earth gripping teeth (71) such as elastic metal plates are connected to the guide mechanism (72) at equal angles to form a ring, and the push-out mechanism (73) pushes the plurality of sets of earth gripping teeth (71) through the guide mechanism (72) to insert them into the soil of the ground.

4. The spiral ground pile structure for sound barriers according to claim 3, characterized in that the number of the earth gripping teeth (71) in each set is at least five, and the length of the earth gripping teeth (71) inserted into the soil is equal to or greater than the width of the spiral blade (6).

5. The guide mechanism (72) includes a plurality of first limiting grooves (721) that are opened at equal angles to form a ring on the outer circumferential surface of the anchor rod (1), the first limiting grooves (721) are vertical grooves, a plurality of movable pieces (722) are slidably connected within the plurality of first limiting grooves (721), a plurality of baffles (723) are fixedly connected at equal intervals from top to bottom between the two inner walls of the first limiting grooves (721), the side of the movable pieces (722) that is farther from the axis of the anchor rod (1) is attached to the side of the baffle (723) that is close to the axis of the anchor rod (1), and the top and bottom surfaces of the baffle (723) are parallel inclined surfaces.

5. The spiral ground pile structure for a soundproof wall according to claim 4, wherein the height of the slope gradually increases from the direction away from the axis of the anchor rod (1) to the direction approaching the axis of the anchor rod (1), and the inclination angle of the slope is not more than 45 degrees, the plurality of sets of earth gripping teeth (71) are respectively fixedly connected to the side surfaces of the plurality of movable pieces (722) away from the axis of the anchor rod (1), the plurality of earth gripping teeth (71) of each set are respectively inserted into the gaps between the plurality of baffles (723) in the first limiting groove (721), and the pushing mechanism (73) pushes the plurality of movable pieces (722) to move them up and down along the first limiting groove (721).

6. 6. The spiral ground pile structure for a soundproof wall according to claim 5, wherein the pushing mechanism (73) includes a plurality of second limiting grooves (731) opened at equal angles to form a ring on the outer circumferential surface of the anchor rod (1), the lower ends of the plurality of second limiting grooves (731) respectively communicate with the top ends of the plurality of first limiting grooves (721), the second limiting grooves (731) are vertical grooves, and the length and width of the second limiting grooves (731) are respectively greater than the length and width of the first limiting grooves (721), a plurality of limiting blocks (732) are slidably connected within the plurality of second limiting grooves (731) at equal angles to form a ring by slide blocks and slide grooves, and a plurality of protruding blocks (733) are fixedly connected to the sides of the plurality of limiting blocks (732) away from the axis of the anchor rod (1) at equal angles to form a ring, and the protruding blocks (733) are located outside the second limiting grooves (731).

7. The spiral ground pile structure for a soundproof wall according to claim 1, characterized in that the fixing assembly (4) includes a plurality of screws (41) that are screwed into the front face of the support column (2) from top to bottom at equal intervals, the rear ends of the screws (41) penetrate the front face of the support column (2) and are inserted into the locking grooves (3), and stainless steel fasteners (42) are rotatably connected to the rear ends of the screws (41), and the stainless steel fasteners (42) can be pressed by the screws (41) to tightly abut against the front face of the soundproof panel (5).

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