Gap type permeable pavement stabilizing module

Abstract

The utility model discloses a gap type permeable pavement stabilizing module, which belongs to the field of ground pavement, and comprises a pavement component, a cross-shaped support rib is arranged at the bottom end of the pavement component, a plurality of anti-sedimentation components which are symmetrically distributed are arranged at the bottom end of the cross-shaped support rib, and each anti-sedimentation component comprises a ground pile cylinder. The ground pile cylinder is fixedly installed at the bottom end of the cross-shaped supporting rib, and the interior of the ground pile cylinder is slidably connected with an abutting rod. According to the technical scheme, a cross-shaped supporting rib is arranged at the bottom end of a paving assembly, a plurality of symmetrically-distributed anti-settling assemblies are installed at the bottom end of the cross-shaped supporting rib, ground pile barrels of the anti-settling assemblies are fixed to the bottom end of the cross-shaped supporting rib, and slidable abutting rods and inserting blocks matched with the abutting rods are arranged in the ground pile barrels; one end of the insertion block penetrates through the middle of the ground pile cylinder to be inserted into a soil layer, and the purposes of supporting the cross-shaped supporting ribs and the paving assembly through the anti-sedimentation assembly and preventing sedimentation are achieved.

Description

Technical Field

[0001] The utility model relates to the field of ground paving, and more specifically, to a gap-type permeable paving stabilizing module. Background Art

[0002] The gap-type permeable paving stable module is an important component used in paving systems such as urban roads. It is mainly made of high-strength plastic or composite materials. These materials have good durability and aging resistance and can maintain stable physical properties during long-term use. For example, some modules are made of polyvinyl chloride (PVC). After special processing, this material can resist the influence of various adverse factors such as ultraviolet radiation and chemical corrosion. The gap-type permeable paving blocks have gaps, which can allow liquids such as rainwater to pass through the module and directly seep into the ground.

[0003] Chinese patent application number: CN202322178250.1, provides a sidewalk assembled gap permeable surface pavement, which splices multiple permeable bricks together through splicing grooves and splicing blocks, thereby enhancing the connection strength between the permeable bricks and improving the stability of the permeable brick layer of the pavement. However, during use, the paving blocks may be compressed and sink, especially in some areas with relatively soft geology. The paving blocks are more likely to sink and need to be regularly renovated and reinforced, which consumes manpower and material resources.

[0004] Therefore, a gap-type permeable pavement stabilization module is proposed to address the above problems. Utility Model Content

[0005] In order to overcome the shortcomings of the existing technology, the purpose of the present invention is to provide a gap-type permeable pavement stabilization module, by arranging a cross support rib at the bottom end of the paving component, and installing a plurality of symmetrically distributed anti-settlement components at the bottom end of the cross support rib, wherein the ground pile tube of the anti-settlement component is fixed at the bottom end of the cross support rib, and a slidable support rod and an insert block adapted to the support rod are arranged in the ground pile tube, and one end of the insert block passes through the middle of the ground pile tube and is inserted into the soil layer, so as to achieve the purpose of using the anti-settlement component to provide support for the cross support rib and the paving component to prevent settlement.

[0006] The above technical objectives of the present invention are achieved through the following technical solutions:

[0007] The gap-type permeable paving stabilization module includes a paving assembly, a cross-support rib is installed at the bottom end of the paving assembly, and a plurality of symmetrically distributed anti-settling components are installed at the bottom end of the cross-support rib. The anti-settling component includes a ground pile tube, which is fixedly installed at the bottom end of the cross-support rib. A push rod is slidably connected to the inside of the ground pile tube. A plurality of equidistantly arranged plug blocks are installed below the push rod and inside the ground pile tube. The plug blocks are adapted to the push rod, and the end of the plug block away from the push rod passes through the middle of the ground pile tube.

[0008] By setting a cross support rib at the bottom end of the paving component and installing multiple symmetrically distributed anti-settlement components at the bottom end of the cross support rib, the ground pile tube of the anti-settlement component is fixed at the bottom end of the cross support rib, and a slidable support rod and an insert block adapted to the support rod are set in the ground pile tube. One end of the insert block passes through the middle of the ground pile tube and is inserted into the soil layer, so as to achieve the purpose of using the anti-settlement component to provide support for the cross support rib and the paving component to prevent settlement.

[0009] Furthermore, a plurality of sliders arranged at equal distances are fixedly connected to the top end of the middle portion of the support rod;

[0010] By fixing a plurality of equally spaced sliding blocks on the top of the middle portion of the support rod, the support rod is made more stable when sliding in the pile barrel.

[0011] Furthermore, a pair of symmetrical limiting bars are fixedly connected to the outside of the insert and located inside the ground pile tube;

[0012] A pair of symmetrical limiting strips are fixed outside the plug block and inside the ground pile tube, thereby limiting the moving range of the plug block and preventing the plug block from falling out of the ground pile tube.

[0013] Furthermore, a sliding groove adapted for the slider is provided on the upper portion of the inner wall of the pile tube, and the sliding groove is slidably connected to the slider.

[0014] Furthermore, a slot adapted for the plug-in block is provided at the bottom end of the middle portion of the pile tube, and the slot is slidably connected to the plug-in block.

[0015] Furthermore, the limiting strip is adapted to the slot, and the width of the limiting strip is greater than the width of the slot.

[0016] Furthermore, the paving assembly includes a gap-type permeable paving block, which is installed on the top of the cross-support rib. The top of the gap-type permeable paving block is fixedly connected with a reinforcement plate, which passes through the bottom end of the gap-type permeable paving block and is fixedly connected to the cross-support rib. The top of the gap-type permeable paving block is threaded with a screw, which passes through the gap-type permeable paving block and the cross-support rib and extends to the interior of the ground pile tube to abut against the abutment rod.

[0017] In summary, the present invention has the following beneficial effects:

[0018] (1) This solution further supports the cross support ribs and paving components through the anti-settling component. When the screw is inserted into the interior of the pile tube and abuts on the push rod, the screw continues to push the push rod downward, and the push rod moves downward and pushes the plug block. The plug block is pushed out from the slot and inserted into the underground soil layer, thereby achieving the purpose of support. The pile tube can be firmly inserted into the pre-drilled hole, achieving the purpose of further supporting the cross support ribs and paving components.

[0019] (2) The cross support ribs of this solution can improve the overall compressive strength of the pavement assembly, enabling it to withstand heavier vehicle loads, and the cross support ribs can effectively disperse the pressure to prevent the pavement assembly from deformation or damage.

[0020] (3) The pavement is drained and the load-bearing strength of the pavement is enhanced through the pavement components. The reinforcement plate can be more conducive to the load-bearing capacity of the gap-type permeable pavement blocks. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 Schematic diagram of the overall structure of this embodiment;

[0022] Figure 2 This is a schematic diagram of the overall split structure in this embodiment;

[0023] Figure 3 This is a schematic diagram of the structure of the disassembly of the paving components in this embodiment;

[0024] Figure 4 Schematic diagram of the structure of the cross support rib in this embodiment;

[0025] Figure 5 It is a schematic structural diagram of the cross-section of the anti-settling component in this embodiment.

[0026] In the figure, 1. Paving assembly; 2. Cross support rib; 3. Anti-settling assembly; 101. Gap-type permeable paving block; 102. Reinforcement plate; 103. Screw; 301. Ground pile tube; 302. Abutment rod; 303. Slider; 304. Insert block; 305. Limit strip. DETAILED DESCRIPTION

[0027] The present invention will be described in further detail below with reference to the accompanying drawings.

[0028] Identical components are denoted by the same reference numerals. It should be noted that the terms "front," "rear," "left," "right," "upper," and "lower" used in the following description refer to directions in the accompanying drawings, and the terms "bottom," "top," "inner," and "outer" refer to directions toward or away from the geometric center of a particular component, respectively.

[0029] Reference Figure 1-Figure 5 As shown, a slot-type permeable paving stabilization module in a preferred embodiment of the present invention includes a paving component 1, a cross support rib 2 is installed at the bottom end of the paving component 1, a plurality of symmetrically distributed anti-settling components 3 are installed at the bottom end of the cross support rib 2, and the anti-settling component 3 includes a ground pile tube 301, the ground pile tube 301 is fixedly installed at the bottom end of the cross support rib 2, a push rod 302 is slidably connected to the interior of the ground pile tube 301, and a plurality of equidistantly arranged plug blocks 304 are installed below the push rod 302 and inside the ground pile tube 301, the plug blocks 304 are adapted to the push rod 302, and the end of the plug block 304 away from the push rod 302 passes through the middle of the ground pile tube 301;

[0030] By setting a cross support rib 2 at the bottom end of the paving component 1, and installing multiple symmetrically distributed anti-settlement components 3 at the bottom end of the cross support rib 2, the ground pile tube 301 of the anti-settlement component 3 is fixed at the bottom end of the cross support rib 2, and a slidable support rod 302 and an insert block 304 adapted to the support rod 302 are set in the ground pile tube 301. One end of the insert block 304 passes through the middle of the ground pile tube 301 and is inserted into the soil layer, so as to achieve the purpose of using the anti-settlement component 3 to provide support for the cross support rib 2 and the paving component 1 to prevent settlement.

[0031] Furthermore, a plurality of sliders 303 arranged at equal distances are fixedly connected to the top of the middle portion of the support rod 302;

[0032] By fixing a plurality of equally spaced sliders 303 on the top of the middle portion of the stop rod 302 , the stop rod 302 is made more stable when sliding in the ground pile tube 301 .

[0033] Furthermore, a pair of symmetrical limiting bars 305 are fixedly connected to the outside of the insert block 304 and located inside the ground pile tube 301;

[0034] By fixing a pair of symmetrical limiting bars 305 outside the insert block 304 and inside the ground pile tube 301 , the moving range of the insert block 304 is limited, and the insert block 304 is prevented from falling out of the ground pile tube 301 .

[0035] Furthermore, a chute adapted for the slider 303 is provided on the upper portion of the inner wall of the pile tube 301, and the chute is slidably connected to the slider 303;

[0036] By providing a sliding groove adapted to the slider 303 on the upper inner wall of the ground pile tube 301 and slidingly connecting with the slider 303, a guide is provided for the sliding of the support rod 302, making its movement more stable.

[0037] Furthermore, a slot adapted to fit the plug block 304 is provided at the bottom end of the middle portion of the pile tube 301, and the slot is slidably connected to the plug block 304;

[0038] A slot adapted to the plug block 304 is provided at the bottom middle portion of the ground pile tube 301 and is slidably connected to the plug block 304 , thereby providing a channel for the plug block 304 to extend.

[0039] Furthermore, the limiting strip 305 is adapted to the slot, and the width of the limiting strip 305 is greater than the width of the slot;

[0040] By making the limiting strip 305 fit into the slot and the width of the limiting strip 305 being greater than the width of the slot, the purpose of preventing the inserting block 304 from completely separating from the pile tube 301 is achieved.

[0041] Furthermore, the paving assembly 1 includes a gap-type permeable paving block 101, which is installed on the top of the cross-support rib 2. The top of the gap-type permeable paving block 101 is fixedly connected to a reinforcement plate 102, which passes through the bottom of the gap-type permeable paving block 101 and is fixedly connected to the cross-support rib 2. The top of the gap-type permeable paving block 101 is threadedly connected to a screw 103, which passes through the gap-type permeable paving block 101 and the cross-support rib 2 and extends to the interior of the ground pile tube 301 and abuts against the rod 302.

[0042] By setting a gap-type permeable paving block 101 in the paving component 1, setting a reinforcement plate 102 on the top and fixing it to the cross support rib 2, and setting a threaded screw 103 on the top of the gap-type permeable paving block 101, the screw 103 passes through the paving block and the cross support rib 2 and extends to the inside of the ground pile tube 301 and abuts against the push rod 302, so that the screw 103 pushes the push rod 302, and then the insert block 304 extends out of the ground pile tube 301 and inserts into the underground soil layer, further enhancing the stability. At the same time, the reinforcement plate 102 can enhance the bearing capacity of the paving block.

[0043] Specific implementation process: First, insert the anti-settling component 3 as a whole into the pre-drilled hole, fix the ground pile tube 301 to the bottom end of the cross support rib 2, and the cross support rib 2 is located on the ground surface, then, install the gap type permeable paving block 101 with the reinforcement plate 102 on the top of the cross support rib 2, and make the reinforcement plate 102 pass through the bottom end of the gap type permeable paving block 101 and be fixedly connected with the cross support rib 2 to enhance the overall load-bearing capacity, then, screw the screw 103 from the top of the gap type permeable paving block 101, so that it passes through the gap type permeable paving block 101 and the cross support rib 2 in turn and extends to the inside of the ground pile tube 301, when the screw 103 is pressed into the inside of the ground pile tube 301 and against the push rod 302, continue to tighten the screw downward, the screw will continue to push the push rod 302 downward, and the push rod 302 is smoothly guided by the slider 303 and the upper sliding groove on the inner wall of the ground pile tube 301. The support rod 302 is pushed out from the slot at the bottom of the pile tube 301, and one end of the support rod 304 penetrates the pile tube 301 and is inserted into the underground soil layer. The limit strip 305 on the outside of the support strip 304 is adapted to the slot, and the width of the limit strip 305 is greater than the width of the slot, which can prevent the support strip 304 from completely separating from the pile tube 301. In this way, the pile tube 301 can be firmly inserted into the pre-drilled hole, and the cross support rib 2 and the paving assembly 1 are further supported by the anti-settling assembly 3 to prevent the paving assembly from settling during use. At the same time, the cross support rib 2 can enhance the overall compressive strength of the paving assembly, effectively disperse the pressure, and prevent the paving assembly from deformation or damage. The gap-type permeable paving block 101 can be used for road drainage, and the reinforcement plate 102 is more conducive to the load-bearing capacity of the gap-type permeable paving block 101.

[0044] The above shows and describes the basic principles, main features and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The above embodiments and descriptions are merely illustrative of the principles of the present invention. Various changes and improvements may be made to the present invention without departing from the spirit and scope of the present invention. Such changes and improvements are intended to fall within the scope of the present invention. The scope of protection claimed in this invention is defined by the appended claims and their equivalents.

Claims

1. A slot-type permeable paving stabilization module, comprising a paving assembly (1), characterized in that: A cross support rib (2) is installed at the bottom end of the paving component (1), and a plurality of symmetrically distributed anti-settling components (3) are installed at the bottom end of the cross support rib (2); The anti-settling component (3) comprises a ground pile tube (301), wherein the ground pile tube (301) is fixedly mounted on the bottom end of the cross support rib (2), wherein a push rod (302) is slidably connected to the interior of the ground pile tube (301), and a plurality of plug blocks (304) arranged at equal intervals are mounted below the push rod (302) and inside the ground pile tube (301), wherein the plug blocks (304) are adapted to the push rod (302), and an end of the plug block (304) away from the push rod (302) passes through the middle of the ground pile tube (301).

2. The gap-type permeable pavement stabilization module according to claim 1 is characterized in that: A plurality of sliders (303) arranged at equal intervals are fixedly connected to the top end of the middle portion of the support rod (302).

3. The gap-type permeable pavement stabilization module according to claim 1 is characterized in that: A pair of symmetrical limiting bars (305) are fixedly connected to the outside of the insert block (304) and located inside the ground pile tube (301).

4. The gap-type permeable pavement stabilization module according to claim 1 is characterized in that: A sliding groove adapted to the slider (303) is provided on the upper portion of the inner wall of the pile cylinder (301), and the sliding groove is slidably connected to the slider (303).

5. The gap-type permeable pavement stabilization module according to claim 1 is characterized in that: A slot adapted to fit the inserting block (304) is provided at the bottom end of the middle portion of the ground pile tube (301), and the slot is slidably connected to the inserting block (304).

6. The gap-type permeable pavement stabilization module according to claim 3 is characterized by: The limiting strip (305) is adapted to the slot, and the width of the limiting strip (305) is greater than the width of the slot.

7. The gap-type permeable pavement stabilization module according to claim 1 is characterized in that: The paving assembly (1) comprises a gap-type permeable paving block (101), the gap-type permeable paving block (101) is installed on the top of a cross-supporting rib (2), the top of the gap-type permeable paving block (101) is fixedly connected to a reinforcing plate (102), the reinforcing plate (102) passes through the bottom of the gap-type permeable paving block (101) and is fixedly connected to the cross-supporting rib (2), the top of the gap-type permeable paving block (101) is threadedly connected to a screw (103), the screw (103) passes through the gap-type permeable paving block (101) and the cross-supporting rib (2) and extends to the interior of the ground pile tube (301) and abuts against the abutting rod (302).

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