Anti-sinking curing structure of plastic track
By designing a multi-layered concrete structure and sturdy components, the problem of settlement caused by water infiltration in the plastic running track was solved, achieving water drainage and improved support strength, thereby enhancing the stability and service life of the plastic running track.
Patent Information
- Application Number
- CN202520076541.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-14
- Publication Date
- 2025-12-23
- Estimated Expiration
- 2035-01-14
AI Technical Summary
Plastic running tracks are prone to soil expansion or softening due to water seepage during use, leading to settlement and insufficient support strength, which affects their service life.
The design employs a multi-layered concrete structure, including a first concrete layer, a second concrete layer, and a waterproof layer. It incorporates water guide channels, water guide pipes, seepage channels, water conveyance chambers, and seepage holes. Combined with a crushed stone layer, a fine sand layer, and a steel grid frame, it forms drainage and stabilization components, enabling water to be guided out and reinforcing the structure.
It effectively removes moisture from the plastic running track, reduces the impact on the surface, improves overall stability and support strength, prevents settlement, and extends service life.
Smart Images
Figure CN223706165U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the field of plastic track, concretely is a plastic track anti -settlement solidification structure. BACKGROUND
[0002] The plastic track is a track surface layer of a sports ground made of synthetic material, in the process of laying and constructing the plastic track, in order to prevent the plastic track from settling, it is necessary to reinforce the laying position, so as to ensure the stability of the overall structure of the track.
[0003] The utility model discloses a kind of anti-skid wear-resistant tracks with aeration, the two sides of track main part are provided with water ring, the bottom of water ring is provided with drainage ditch, track surface is equipped with track water-permeable ditch, the top of track is provided with wear-resistant layer.
[0004] The above-mentioned anti-skid wear-resistant track enhances the wear resistance of the track, thereby increasing the service life of the track, but when water penetrates into the compacted soil layer in the ground, it is easy to cause the soil layer to swell or soften, resulting in settlement of the plastic track, which is not convenient for the guidance and discharge of water, and the support strength of the bottom of the plastic track is weak, the internal hydrophobicity is poor, which reduces the overall service life. UTILITY MODEL CONTENTS
[0005] The utility model aims at providing a kind of plastic track anti-settlement solidification structure to solve the technical problem in the background art.
[0006] To achieve the above-mentioned purpose, the utility model provides the following technical scheme:
[0007] A plastic track anti-settlement solidification structure, comprising a first concrete layer, the two sides of the first concrete layer are used for installing a drainage ditch, a drainage assembly is installed on the top of the first concrete layer, a stable assembly is installed on the bottom of the first concrete layer, the drainage assembly comprises a second concrete layer, a waterproof layer is arranged between the second concrete layer and the first concrete layer, a plurality of water guide grooves are formed in the top of the second concrete layer, a water guide pipe is arranged in the water guide groove, a plurality of water infiltration grooves are formed in the top of the water guide pipe, a water delivery cavity is fixedly installed on the two sides of the second concrete layer, a plurality of water infiltration holes are formed in the inner side of the water delivery cavity, and a plurality of drainage grooves are formed in the outer side of the water delivery cavity.
[0008] Preferably, the water guide grooves are arranged horizontally on the top of the second concrete layer, and the plurality of water guide grooves are arranged at equal intervals.
[0009] Preferably, the two water delivery cavities are symmetrically arranged, and the interior of the water delivery cavity is hollow.
[0010] Preferably, the two ends of the water guide pipe are communicated with the two water conveying cavities respectively, and the water conveying cavities are communicated with the drainage channel through the water seepage groove.
[0011] Preferably, the stable assembly comprises a gravel layer and a fine sand layer, the gravel layer is filled in the bottom of the first concrete layer, a grid frame is arranged in the gravel layer and the fine sand layer, and a steel net frame is cast in the first concrete layer.
[0012] Preferably, the fine sand layer is filled between the interior of the gravel layer and the first concrete layer, and the thickness of the fine sand layer is less than the thickness of the gravel layer.
[0013] Preferably, the top of the grid frame is fixed with the first concrete layer, and the gravel layer is used for laying on the tamped soil layer.
[0014] Compared with the prior art, the plastic track anti-settling solidification structure has the beneficial effects that:
[0015] 1) The anti-settling solidification structure is provided with a drainage assembly, a water guide pipe is arranged in a water guide groove, a plastic track is laid on the top of a second concrete layer, and water seepage grooves and water seepage holes can guide and discharge the water seeped into the plastic track and the overflowed water, so that the influence of the water on the tamped soil layer and the plastic track is reduced, the overall stability is improved, the water is discharged through the water conveying cavity, the setting of the ground drainage port is reduced, and the overall aesthetic appearance is improved.
[0016] 2) The anti-settling solidification structure is provided with a stable assembly, a gravel layer is filled in a grid frame, a fine sand layer is used for filling the gaps in the gravel layer, the support area and the strength of the bottom of the first concrete layer are increased, the hydrophobicity of the interior is accelerated, and the overall settlement is reduced, and the strength of the first concrete layer is improved by casting a steel net frame in the first concrete layer. BRIEF DESCRIPTION OF DRAWINGS
[0017] Figure 1 It is a whole structure schematic view of the plastic track anti-settling solidification structure of the utility model embodiment;
[0018] Figure 2 It is a structure schematic view of the drainage assembly in the utility model embodiment;
[0019] Figure 3 It is a structure schematic view of the stable assembly in the utility model embodiment;
[0020] Figure 4 It is a front view of the whole.
[0021] In the figure: 1, the first concrete layer; 2, the drainage ditch; 3, the drainage assembly; 4, the stable assembly; 5, the second concrete layer; 6, the waterproof layer; 7, the water guide groove; 8, the water guide pipe; 9, the water seepage groove; 10, the water delivery cavity; 11, the water seepage hole; 12, the drainage groove; 13, the gravel layer; 14, the fine sand layer; 15, the grid frame; 16, the steel net rack. DETAILED DESCRIPTION
[0022] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the protection scope of the utility model.
[0023] Embodiment one
[0024] In combination Figures 1-4 A plastic track anti-settling solidification structure, comprising a first concrete layer 1, both sides of the first concrete layer 1 are used for installing a drainage ditch 2, the top of the first concrete layer 1 is installed with a drainage assembly 3, and the bottom of the first concrete layer 1 is installed with a stable assembly 4.
[0025] In combination Figure 2 Further, the drainage assembly 3 comprises a second concrete layer 5, a waterproof layer 6 is arranged between the second concrete layer 5 and the first concrete layer 1, a plurality of water guide grooves 7 are formed in the top of the second concrete layer 5, a water guide pipe 8 is arranged in the water guide groove 7, a plurality of water seepage grooves 9 are formed in the top of the water guide pipe 8, a water delivery cavity 10 is fixedly installed at both sides of the second concrete layer 5, a plurality of water seepage holes 11 are formed in the inner side of the water delivery cavity 10, and a plurality of drainage grooves 12 are formed in the outer side of the water delivery cavity 10 close to the bottom end.
[0026] The water guide grooves 7 are horizontally arranged on the top of the second concrete layer 5, a plurality of water guide grooves 7 are arranged at equal intervals, the water guide groove 7 is used for arranging the water guide pipe 8, and the water guide pipe 8 is used for increasing the support area of the plastic track.
[0027] The two water delivery cavities 10 are symmetrically arranged, the inside of the water delivery cavity 10 is hollow, and the water delivery cavity 10 is used for guiding and discharging the seeped water.
[0028] The two ends of the water guide pipe 8 are communicated with the two water delivery cavities 10 respectively, the water delivery cavity 10 is communicated with the drainage ditch 2 through the water seepage groove 9, and the water is discharged through the drainage ditch 2.
[0029] Specifically, the water-resisting layer 6 separates the water seeped into the bottom of the first concrete layer 1 and the bottom of the second concrete layer 5, reduces the influence of water on the plastic track and the ground, and makes the water seeped into the plastic track be transported into the water guide pipe 8 through the water seepage groove 9, transported into the water conveying cavity 10 through the water guide pipe 8, and overflowed into the water conveying cavity 10 through the water seepage hole 11, and then discharged through the drainage channel 2, thereby reducing the subsidence of the plastic track.
[0030] Embodiment Two
[0031] With reference to Figure 3 On the basis of Embodiment One, it is further obtained that the stabilizing assembly 4 comprises a gravel layer 13 and a fine sand layer 14, the gravel layer 13 is filled in the bottom of the first concrete layer 1, the inside of the gravel layer 13 and the fine sand layer 14 is provided with a grid frame 15, and the inside of the first concrete layer 1 is cast with a steel net rack 16.
[0032] The fine sand layer 14 is filled between the inside of the gravel layer 13 and the first concrete layer 1, the thickness of the fine sand layer 14 is less than the thickness of the gravel layer 13, the gravel layer 13 is used for supporting the supporting area of the first concrete layer 1, and the gap in the gravel layer 13 is filled through the fine sand layer 14.
[0033] The top of the grid frame 15 is fixed with the first concrete layer 1, the gravel layer 13 is used for being laid on the rammed soil layer, and the grid frame 15 is used for positioning the gravel layer 13 and the fine sand layer 14.
[0034] Specifically, the steel net rack 16 enhances the strength of the first concrete layer 1, the bottom of the first concrete layer 1 is filled and supported through the gravel layer 13, the gap in the inside of the gravel layer 13 is filled through the fine sand layer 14, and the positioning is performed through the grid frame 15, thereby preventing the overall subsidence.
[0035] In actual operation, the top of the second concrete layer 5 is used for laying the plastic track, the water in the bottom of the first concrete layer 1 and the top of the second concrete layer 5 is isolated through the water-resisting layer 6, so as to reduce the influence of water on the ground surface and the plastic track;
[0036] When draining water, the water guide pipe 8 is arranged in the water guide groove 7, the water seeped into the inside of the plastic track is guided into the water guide pipe 8 through the water seepage groove 9, the water is transported into the water conveying cavity 10 through the water guide pipe 8, the water overflowed on the surface of the plastic track is drained into the water conveying cavity 10 through the water seepage hole 11, and then the water is discharged through the drainage channel 2, thereby reducing the seepage of water into the rammed soil layer and improving the overall stability;
[0037] When the anti-settling reinforcement is carried out, the grid frame 15 is arranged on the tamped soil layer during paving, the gravel layer 13 fills in the grid frame 15, the pores in the gravel layer 13 are filled by the fine sand in the fine sand layer 14, the overall support strength is improved, the first concrete layer 1 is poured on the top of the gravel layer 13, the strength of the first concrete layer 1 is improved by the steel net frame 16, and the overall support is enhanced.
[0038] Although the embodiments of the present application have been shown and described, it should be understood by those ordinary skilled in the art that various changes, modifications, replacements and variations can be made to the embodiments without departing from the principles and spirits of the present application, and the scope of the present application is defined by the appended claims and their equivalents.
Claims
1. A plastic track anti-settling solidification structure comprising a first concrete layer (1), both sides of the first concrete layer (1) are used for installing a drainage ditch (2), characterized in that: The top of the first concrete layer (1) is provided with a drainage assembly (3), and the bottom of the first concrete layer (1) is provided with a stabilizing assembly (4); The drainage assembly (3) comprises a second concrete layer (5), a waterproof layer (6) is arranged between the second concrete layer (5) and the first concrete layer (1), a plurality of water guide grooves (7) are formed in the top of the second concrete layer (5), a water guide pipe (8) is arranged in the water guide groove (7), a plurality of water seepage grooves (9) are formed in the top of the water guide pipe (8), water delivery cavities (10) are fixedly installed on the two sides of the second concrete layer (5), a plurality of water seepage holes (11) are formed in the inner side of the water delivery cavity (10), and a plurality of drainage grooves (12) are formed in the outer side of the water delivery cavity (10) close to the bottom end.
2. The anti-settling and solidifying structure for a plastic track according to claim 1, wherein: The water guide grooves (7) are horizontally arranged on the top of the second concrete layer (5), and a plurality of water guide grooves (7) are arranged at equal intervals.
3. The anti-settling and solidifying structure of a plastic track according to claim 1, wherein: The two water delivery cavities (10) are symmetrically arranged, and the water delivery cavity (10) is hollow.
4. The anti-settling and curing structure of a plastic track according to claim 1, wherein: The two ends of the water guide pipe (8) are communicated with the two water delivery cavities (10), and the water delivery cavity (10) is communicated with the drainage channel (2) through the water seepage groove (9).
5. The anti-settling and curing structure of a plastic track according to claim 1, wherein: The stabilizing assembly (4) comprises a gravel layer (13) and a fine sand layer (14), the gravel layer (13) is filled in the bottom of the first concrete layer (1), the grid frame (15) is arranged in the gravel layer (13) and the fine sand layer (14), and the steel net rack (16) is poured in the first concrete layer (1).
6. The anti-settling and solidifying structure for a plastic track according to claim 5, wherein: The fine sand layer (14) is filled in the gravel layer (13) and between the first concrete layer (1), and the thickness of the fine sand layer (14) is less than that of the gravel layer (13).
7. The anti-settling and solidifying structure for a plastic track according to claim 5, wherein: The top of the grid frame (15) is fixed with the first concrete layer (1), and the gravel layer (13) is used for laying on the tamped soil layer.