CN208685396U - Permeable plastic cement race track - Google Patents
Permeable plastic cement race track Download PDFInfo
- Publication number
- CN208685396U CN208685396U CN201821212726.1U CN201821212726U CN208685396U CN 208685396 U CN208685396 U CN 208685396U CN 201821212726 U CN201821212726 U CN 201821212726U CN 208685396 U CN208685396 U CN 208685396U
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- China
- Prior art keywords
- plastic cement
- race track
- cement race
- drainage
- layer
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Abstract
The utility model discloses a kind of permeable plastic cement race tracks, are related to accommodation at the stadium technical field, its key points of the technical solution are that including concrete layer, buffer layer, drainage blanket, pervious bed, glue-line and the stratum granulosum being successively layed in above base soil layer from the bottom to top；The drainage blanket includes the bottom plate being fixedly connected with buffer layer, is integrally formed with multiple top plates disposed in parallel in plate upper surface, and drainage cavity is formed between top plate and bottom plate, and top plate is equipped with multiple permeable holes being connected to drainage cavity；Glue-line is stitched equipped with multiple drainings.The utility model solves the problems, such as that existing plastic cement race track sleet sky is easy ponding and influences to use, and can quickly drain ponding and be easy to use.
Description
Technical field
The utility model relates to accommodation at the stadium technical fields, more specifically, it is related to a kind of permeable plastic cement race track.
Background technique
Plastic cement race track is also known as round-the-clock athletics tracks, is sports equipment widely used at present.Plastic cement race track has
Flatness is good, compression strength is high, elastic appropriate, stable physical property the characteristic of hardness, with certain anti-uv-ray and
Ageing-resistant ability is conducive to the performance of sportsman's speed and technology, effectively improves sports achievement, reduces tumble injury rate.
Authorization Notice No. is that the Chinese utility model patent of CN207633159U discloses a kind of novel environment friendly plastic cement runway,
Including plastic layer, the poroelasticity stratum granulosum of releasable negative oxygen ion is arranged in the top of the plastic layer；Under the plastic layer
Portion sets gradually waterproof layer, bubble concrete layer and basal layer.The utility model has the disadvantage that effectively prevent surface layer
Water is leaked to basal layer, is laid with waterproof layer below plastic layer, this causes water when rain and snow weather on plastic cement race track to be not easy to seep downwards
Leakage, ponding is easy to produce on plastic cement race track, influences the use of plastic cement race track.
Utility model content
In view of the deficienciess of the prior art, leading to the purpose of this utility model is to provide a kind of permeable plastic cement race track
It crosses in laid inside drainage blanket, so that the rainwater on runway is discharged from drainage blanket in time, convenient for timely using after the rainy day.
To achieve the above object, the utility model provides following technical solution: a kind of permeable plastic cement race track, including by
Under the supreme concrete layer being successively layed in above base soil layer, buffer layer, drainage blanket, pervious bed, glue-line and stratum granulosum；The row
Water layer includes the bottom plate being fixedly connected with buffer layer, is integrally formed with multiple top plates disposed in parallel in plate upper surface, top plate with
Drainage cavity is formed between bottom plate, top plate is equipped with multiple permeable holes being connected to drainage cavity；Glue-line is stitched equipped with multiple drainings.
By using above-mentioned technical proposal, after rain and snow weather, the ponding on plastic cement race track is penetrated into down by draining seam
In the pervious bed of side, then water penetrates into drainage blanket position by pervious bed, water from open-work water penetration to drainage cavity in, drainage cavity
In water collect after be discharged to the outside.It is not easy to retain ponding on plastic cement race track, can quickly come into operation.
The utility model is further arranged to: the buffer layer includes multiple arranged side by side and is fixed on concrete layer
Elastic pipeline, bottom plate are fixedly connected by rivet with elastic pipeline.
By using above-mentioned technical proposal, buffer layer makes plastic cement race track have certain damping effect, and people are in plastic cement
Mitigate anti-brisance when running on runway, runs comfortable.It is convenient that bottom plate is fixedly mounted by rivet.
The utility model is further arranged to: the elastic pipeline is fixed by multiple U-shaped card hoops with concrete layer, multiple
U-shaped card hoop is uniformly distributed along the length direction of elastic pipeline.
By using above-mentioned technical proposal, elastic pipeline prevents the later period to be laid with drainage blanket or make by clip defined position
It is subjected to displacement with process being hit by a bullet property pipeline, improves the stability of entire plastic cement race track.Yoke configurations are simple, facilitate elastic pipeline
Installation.
The utility model is further arranged to: the elastic pipeline is rubber tube or plastic tube.
By using above-mentioned technical proposal, rubber tube and plastic tube are existing common tubing, and raw material is taken conveniently, save modeling
The laying cost of glue runway.
The utility model is further arranged to: the pervious bed is that 5-15mm is thick, pervious bed by 5-10mm rubber granule with
PU glue mixes.
By using above-mentioned technical proposal, pervious bed is formed using rubber granule and PU glue sticking, there is seam between rubber granule
Gap is conducive to permeable, while rubber granule has elasticity, and certain thickness pervious bed can also play damping effect.
The utility model is further arranged to: the plastic cement race track further includes the drainage ditch for being set to drainage blanket side, row
It is equipped with water channel in water channel, the flow inlet for drainage cavity to be connected to water channel is offered on drainage ditch.
By using above-mentioned technical proposal, the water of drainage blanket convergence enters in drainage ditch from flow inlet, and such rainwater can be held
Continuous discharge, so that the anti-rain ability of plastic cement race track increases.
The utility model is further arranged to: being located above water channel on the drainage ditch and is equipped with grate.
By using above-mentioned technical proposal, grate can prevent from foreign from entering water channel resulting in blockage.In addition, working as rainfall
Larger, when rainwater has little time to stitch lower seep from draining, rainwater can be flowed to directly from grate in drainage ditch 8, improve drainage efficiency.
The utility model is further arranged to: the top plate cross section is in convex arc or inverted U-shaped or M shape.
By using above-mentioned technical proposal, on the one hand top plate can increase the intensity of drainage blanket, another aspect top plate and thoroughly
The contact area of water layer greatly increases, and improves permeable effect.
In conclusion the utility model has the advantages that compared with the prior art
1. after rain and snow weather, the water energy on plastic cement race track is enough quickly through the lower infiltration of draining seam, and is discharged by drainage blanket, subtract
The possibility of ponding on small plastic cement race track；
2. most of rainwater can be flowed to directly in drainage ditch from grate when rainfall is larger, plastic cement race track is improved
Drainage efficiency enhances anti-rain ability；
3. buffer layer and pervious bed are flexible, so that plastic cement race track has shock-absorbing effect to the active force of top, people is improved
Comfort level of walking or run on plastic cement race track.
Detailed description of the invention
Fig. 1 is the integrally-built schematic diagram of plastic cement race track；
Fig. 2 be highlight drainage blanket and buffer layer structure in Fig. 1 A-A to cross-sectional view；
Fig. 3 is the enlarged drawing for highlighting draining hole site portion B in Fig. 2 on drainage blanket.
Appended drawing reference: 1, base soil layer；2, concrete layer；3, buffer layer；31, clip；4, drainage blanket；41, bottom plate；411,
Rivet；42, drainage cavity；43, top plate；431, permeable hole；5, pervious bed；6, glue-line；61, draining seam；7, stratum granulosum；8, it drains
Canal；81, water channel；82, flow inlet；9, grate.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.
Wherein identical components are presented with like reference characters.It should be noted that word used in the following description
Language "front", "rear", "left", "right", "up" and "down" refer to the direction in attached drawing, word " bottom surface " and " top surface ", "inner" and
"outside" refers respectively to the direction towards or away from geometric center of specific component.
Embodiment: a kind of permeable plastic cement race track, as depicted in figs. 1 and 2, including the base soil layer set gradually from the bottom to top
1, concrete layer 2, buffer layer 3, drainage blanket 4, pervious bed 5, glue-line 6 and stratum granulosum 7, building in the side of runway has drainage ditch 8,
Drainage blanket 4 is connected to drainage ditch 8.After rain and snow weather, the rainwater of runway surface is penetrated into downwards in drainage blanket 4 by pervious bed 5,
Then rainwater is converged in drainage blanket 4 and is flowed in drainage ditch 8, and rainwater is facilitated to be discharged, and is conducive to use plastic cement race track as early as possible.
With reference to Fig. 1, concrete layer 2 can be formed using C20 concreting, and intensity with higher avoids plastic cement from running
Sink in road use process.
With reference to Fig. 1 and Fig. 2, buffer layer 3 can be more rubber tubes or plastic tube arranged side by side, have centainly strong
Degree and elasticity absorb vibration energy so that flexible deformation can occur while playing a supporting role, play damping effect.Often
Root rubber tube or plastic tube are fixed on concrete layer 2 by U-shaped card hoop 31, and the both ends of clip 31 pass through bolt and concrete layer
2 connections.Cavity is formed between two neighboring rubber tube or plastic tube, as needed, can filling sponge in the cavities, sponge energy
It is enough that insulation effect is played to rubber tube or plastic tube, so that possibility of cracks subtracts under low temperature environment in winter for rubber tube or plastic tube
It is small.
Pervious bed 5 can use partial size to mix for 5-10mm rubber grain with PU glue and be laid with, and deposit between rubber grain
There is more gap, so that the moisture of top is smoothly flowed down through gap.
Glue-line 6 can use PU glue broken-up laying, and thickness can be 3-5mm, and draining seam is formed between adjacent two sections of glue-lines 6
61.Stratum granulosum 7 is the rubber granule of partial size 5-8mm, has certain flexibility, and such people, which walks or run on runway, to feel counter and shake
Effect is low, and if people fall down when being contacted with plastic cement race track, a possibility that scratch, reduces.
Drainage ditch 8 can be piled up using common brick, be fixed between common brick with cement mortar.Water is formed in drainage ditch 8
The position in road 81, the corresponding drainage blanket 4 of drainage ditch 8 offers multiple flow inlets 82, and the bottom side of flow inlet 82 is tilted towards to water channel 81
Lower setting, so that the water of drainage blanket 4 smoothly flows into water channel 81 and collects.
The foreign matter of top falls into water channel 81 and results in blockage in order to prevent, and grate 9 is placed at the top of drainage ditch 8, so that modeling
Rainwater a part of glue runway top surface can be directly flowed into drainage ditch 8 by grate 9, and external sundries is stopped by grate 9.
Referring to figs. 2 and 3, drainage blanket 4 can be made of hard PVC, and drainage blanket 4 includes that bottom plate 41 and one are solid
Due to multiple top plates 43 of 41 upper surface of bottom plate, the spaced and parallel setting of multiple top plates 43, the bottom plate between two neighboring top plate 43
41 positions are fixed on the rubber tube or plastic tube of lower section by rivet 411.Top plate 43 can be in convex arc, as needed
Top plate 43 is also possible to inverted V-shaped or M shape.Drainage cavity 42 is formed between top plate 43 and bottom plate 41.It is densely covered on top plate 43 more
A permeable hole 431, the diameter of permeable hole 431 are 3-5mm, are penetrated into from permeable hole 431 so that the water energy flowed down in pervious bed 5 is enough
Into drainage cavity 42.Since top plate 43 is arc-shaped, the contact area between top plate 43 and pervious bed 5 increases, and improves permeable effect.
The laying method of the permeable plastic cement race track is as follows:
Foundation pit is excavated according to the design size of plastic cement race track on the ground, and tamps leveling base soil layer 1, then in foundation pit
Drainage ditch 8 is piled up with common brick in side, and flow inlet 82 is reserved in side of the drainage ditch 8 in the middle part of foundation pit.
Then on base soil layer 1 casting concrete 10-20cm thickness concrete, concrete layer is formed after concrete hardening
2.Then the middle part of laying rubber tube or plastic tube on concrete layer 2, rubber tube or plastic tube is fixed on multiple clips 31
Buffer layer 3 is formed on concrete layer 2.Drainage blanket 4 is laid on buffer layer 3, so that drainage cavity 42 and drainage ditch on drainage blanket 4
8 flow inlet 82 is aligned, and with rivet 411 that drainage blanket 4 and buffer layer 3 is fixed.
It is laid with the dry rubber substance grain for first spreading 1-2cm thickness above drainage blanket 4, then repaves the rubber granule and PU glue of 3-12cm thickness
Mixture, dry rubber substance grain can prevent PU glue to be directly glued to block permeable hole 431 on drainage blanket 4.It is mixed to rubber granule and PU glue
After object hardening, the PU glue of broken-up laying 3-5mm, and rubber granule is sprinkled upon formation stratum granulosum 7 on PU glue.
Finally grate 9 is placed on drainage ditch 8.
The above is only the preferred embodiment of the utility model, and the protection scope of the utility model is not limited merely to
Above-described embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model.It should refer to
Out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and
Retouching, these improvements and modifications also should be regarded as the protection scope of the utility model.
Claims (9)
1. a kind of permeable plastic cement race track, it is characterised in that: including the coagulation being successively layed in above base soil layer (1) from the bottom to top
Soil layer (2), buffer layer (3), drainage blanket (4), pervious bed (5), glue-line (6) and stratum granulosum (7)；The drainage blanket (4) includes
The bottom plate (41) being fixedly connected with buffer layer (3) is integrally formed with multiple top plates disposed in parallel (43) in bottom plate (41) upper surface,
Between top plate (43) and bottom plate (41) formed drainage cavity (42), top plate (43) be equipped with it is multiple be connected to drainage cavity (42) it is permeable
Hole (431)；Glue-line (6) is equipped with multiple drainings seam (61).
2. permeable plastic cement race track according to claim 1, it is characterised in that: the buffer layer (3) include it is multiple side by side
The elastic pipeline for being arranged and being fixed on concrete layer (2), bottom plate (41) are fixedly connected by rivet (411) with elastic pipeline.
3. permeable plastic cement race track according to claim 2, it is characterised in that: the elastic pipeline passes through multiple U-shaped cards
It binds round (31) and concrete layer (2) to fix, multiple U-shaped card hoops (31) are uniformly distributed along the length direction of elastic pipeline.
4. permeable plastic cement race track according to claim 3, it is characterised in that: the elastic pipeline is rubber tube or plastics
Pipe.
5. permeable plastic cement race track according to claim 1, it is characterised in that: the pervious bed (5) is 5-15mm thick, thoroughly
Water layer (5) is mixed by the rubber granule of 5-10mm with PU glue.
6. permeable plastic cement race track according to claim 1, it is characterised in that: the plastic cement race track further includes the row of being set to
The drainage ditch (8) of water layer (4) side is equipped with water channel (81) in drainage ditch (8), is offered on drainage ditch (8) for by drainage cavity
(42) flow inlet (82) being connected to water channel (81).
7. permeable plastic cement race track according to claim 6, it is characterised in that: the flow inlet (82) is from drainage cavity (42)
It is tilted obliquely to water channel (81) direction.
8. permeable plastic cement race track according to claim 6, it is characterised in that: be located at water channel on the drainage ditch (8)
(81) top is equipped with grate (9).
9. permeable plastic cement race track according to claim 1, it is characterised in that: top plate (43) cross section is in convex
Arc or inverted U-shaped or M shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821212726.1U CN208685396U (en) | 2018-07-28 | 2018-07-28 | Permeable plastic cement race track |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821212726.1U CN208685396U (en) | 2018-07-28 | 2018-07-28 | Permeable plastic cement race track |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208685396U true CN208685396U (en) | 2019-04-02 |
Family
ID=65882746
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821212726.1U Expired - Fee Related CN208685396U (en) | 2018-07-28 | 2018-07-28 | Permeable plastic cement race track |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208685396U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110396896A (en) * | 2019-07-05 | 2019-11-01 | 杭州宝力体育设施工程有限公司 | A kind of environmental protection breathable type plastic cement race track and its construction method |
| CN110499694A (en) * | 2019-09-03 | 2019-11-26 | 李泽君 | A kind of runway of the permeable cooling of block-proof type |
| CN110820477A (en) * | 2019-11-29 | 2020-02-21 | 杭州宝力体育设施工程有限公司 | Plastic course that gas permeability is good |
| CN112681060A (en) * | 2020-12-24 | 2021-04-20 | 北京泛华新兴体育产业股份有限公司 | Novel composite plastic track and construction process thereof |
| CN115627675A (en) * | 2022-10-25 | 2023-01-20 | 中建八局第二建设有限公司 | Structure of sports ground and construction method of plastic track and lawn thereof |
-
2018
- 2018-07-28 CN CN201821212726.1U patent/CN208685396U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110396896A (en) * | 2019-07-05 | 2019-11-01 | 杭州宝力体育设施工程有限公司 | A kind of environmental protection breathable type plastic cement race track and its construction method |
| CN110396896B (en) * | 2019-07-05 | 2021-08-10 | 杭州宝力体育设施工程有限公司 | Environment-friendly breathable plastic track and construction method thereof |
| CN110499694A (en) * | 2019-09-03 | 2019-11-26 | 李泽君 | A kind of runway of the permeable cooling of block-proof type |
| CN110499694B (en) * | 2019-09-03 | 2021-06-22 | 李泽君 | Anti-blocking type water-permeable cooling runway |
| CN110820477A (en) * | 2019-11-29 | 2020-02-21 | 杭州宝力体育设施工程有限公司 | Plastic course that gas permeability is good |
| CN112681060A (en) * | 2020-12-24 | 2021-04-20 | 北京泛华新兴体育产业股份有限公司 | Novel composite plastic track and construction process thereof |
| CN115627675A (en) * | 2022-10-25 | 2023-01-20 | 中建八局第二建设有限公司 | Structure of sports ground and construction method of plastic track and lawn thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190402 Termination date: 20200728 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |