CN209923727U - Plastic track with water seepage function - Google Patents
Plastic track with water seepage function Download PDFInfo
- Publication number
- CN209923727U CN209923727U CN201920403137.XU CN201920403137U CN209923727U CN 209923727 U CN209923727 U CN 209923727U CN 201920403137 U CN201920403137 U CN 201920403137U CN 209923727 U CN209923727 U CN 209923727U
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- layer
- water
- base layer
- drain
- water seepage
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 84
- 239000010410 layer Substances 0.000 claims abstract description 85
- 239000002344 surface layer Substances 0.000 claims abstract description 17
- 239000004568 cement Substances 0.000 claims description 27
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 239000002245 particle Substances 0.000 claims description 6
- 230000008595 infiltration Effects 0.000 claims description 5
- 238000001764 infiltration Methods 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 10
- 230000002349 favourable effect Effects 0.000 abstract description 9
- 230000001965 increasing effect Effects 0.000 description 8
- 238000010521 absorption reaction Methods 0.000 description 5
- 238000001816 cooling Methods 0.000 description 4
- 238000001704 evaporation Methods 0.000 description 4
- 230000008020 evaporation Effects 0.000 description 4
- 239000012466 permeate Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
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- Road Paving Structures (AREA)
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Abstract
The utility model discloses a plastic track with water seepage function, which is applied to a plastic track, wherein a drain hole is arranged in the bottom layer along the vertical direction, the base layer is formed by pouring concrete, a drain pipe penetrates through the base layer from top to bottom, and the orifice of the drain pipe corresponds to the orifice of the drain hole; has the technical effects that: the drainage pipe is favorable for seeping water on the surface layer to quickly drain into the drainage hole in the bottom layer through the drainage pipe in the base layer, the seeping effect of the seeping water on the plastic track is enhanced, and the plastic track can be quickly and normally used.
Description
Technical Field
The utility model relates to a plastic course's technical field, in particular to plastic course with infiltration function.
Background
The plastic track is an indispensable important facility in modern sports ground, and compared with the traditional soil track, the plastic track has good elasticity, skid resistance, wear resistance and shock absorption, and the ground is easy to care. Chinese utility model patent with publication number CN205205612U announces a plastic track, and the key points of its technical scheme are: including bottom, basic unit and surface course, be provided with the water catch bowl on the bottom, the bottom of water catch bowl is provided with a plurality of wash ports, installs the drain pipe on the wash port, and in the drain pipe bottom extended to soil, the water catch bowl upper cover had the wire net, is provided with the basic unit that is formed by concrete placement on the bottom, is provided with the surface course in the basic unit.
Above-mentioned technical scheme is through setting up the water catch bowl between bottom and concrete foundation to set up the drain pipe in the water catch bowl, make ponding on the runway surface course down permeate and discharge the underground through water catch bowl and drain pipe, in order to solve the easy ponding problem of runway surface course. However, generally speaking, the water permeability and the air permeability of concrete are relatively poor, so that accumulated water on the surface layer of the runway cannot easily permeate into the drainage channel through the concrete base layer, and then after the weather of rain and snow occurs, a large amount of accumulated water exists on the surface of the runway, and the accumulated water cannot permeate into the soil on the bottom layer in a short time, so that the runway is wet and slippery and cannot be used normally.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a plastic course with infiltration function, its advantage is: the water seepage function of the plastic track is improved, the rapid seepage of accumulated water on the plastic track is facilitated, and the surface of the plastic track is kept dry.
The above technical purpose of the present invention can be achieved by the following technical solutions: a plastic course with a water seepage function comprises a bottom layer, a base layer and a surface layer from top to bottom, wherein a drain hole is formed in the bottom layer in the vertical direction, the base layer is formed by pouring concrete, a drain pipe penetrates through the base layer from top to bottom, and the pipe orifice of the drain pipe corresponds to the orifice of the drain hole.
Through above-mentioned technical scheme, rainy weather, the rainwater is long-pending on the surface of surface course to in the surface course permeates the basic unit, and flow to the wash port that is located the bottom through the intraformational drain pipe of base and discharge, reduced the rainwater and long-pending on the surface course and made the plastic course surface wet and smooth be difficult to the normal use possibility, strengthened the effect that oozes of rainwater on the plastic course.
The utility model discloses further set up to: and a steel wire mesh is laid on the bottom layer, and a gravel layer is arranged between the steel wire mesh and the base layer on the steel wire mesh.
Through above-mentioned technical scheme, the setting of rubble layer, when water from the downward infiltration of drain pipe, rivers are in the rubble layer, and then water is from the bottom seepage flow in the gap between the rubble. The gap between the base layer and the bottom layer is increased due to the arrangement of the gravel layer, so that the ventilation property of the plastic track is increased, and the comfort level of a person running on the plastic track is enhanced.
The utility model discloses further set up to: a plurality of cement strips are laid along the length direction on the gravel layer, the longitudinal section of each cement strip is trapezoidal, one side of each cement strip, facing the base layer, is an open end, water-absorbing sponges are placed in the cement strips, and a plurality of through holes are formed in the side walls of the cement strips.
Through above-mentioned technical scheme, ponding on the surface course flows to the cement strip in through the drain pipe, and partial ponding is absorbed by the sponge that absorbs water in the cement strip this moment, and unnecessary ponding flows and the seepage flows in the rubble layer through the through-hole on the cement strip. Partial ponding is stored in the sponge that absorbs water, and when the temperature was higher, the ponding evaporation heat absorption in the sponge that absorbs water has played the effect of cooling to the surface layer temperature of plastic course, is favorable to increasing the comfort that the people ran on the plastic course. Simultaneously, the cement strip supports between layer and rubble layer, is favorable to increasing overall structure's steadiness.
The utility model discloses further set up to: i-shaped supporting blocks are pre-embedded in the gravel layer, and two sides of each supporting block along the height direction are respectively contacted with the steel wire mesh and the base layer.
Through above-mentioned technical scheme, the supporting shoe supports in the rubble layer, is favorable to strengthening the steadiness of the structure of rubble layer, has further strengthened the inside overall structure's of plastic course steadiness.
The utility model discloses further set up to: one side of the base layer facing the surface layer is inclined towards the pipe orifice of the drain pipe at the pipe orifice position of the drain pipe.
Through above-mentioned technical scheme, set up like this, be favorable to the ponding that infiltrates on the basic unit from the mouth of pipe of the inclined plane on the basic unit towards the drain pipe and flow away, played the effect that gathers ponding to be favorable to ponding to flow downwards through the drain pipe.
The utility model discloses further set up to: a drainage ditch is reserved in the bottom layer and communicated with the drainage ditch, a water collecting tank is arranged in the bottom layer and communicated with the drainage ditch, and the highest water level of the water collecting tank is communicated with an underground drainage channel through a flow channel.
Through the technical scheme, the accumulated water flows into the drain hole and is collected into the water collecting tank through the drain ditch, and when the water level of the accumulated water in the water collecting tank reaches the highest water level, the accumulated water flows into the underground drainage channel through the flow channel and is drained away. Set up like this for ponding has been stored throughout in the water catch bowl, and when the temperature was higher, the ponding evaporation heat absorption in the water catch bowl has further played the effect of cooling.
The utility model discloses further set up to: and a colloidal particle buffer layer is paved on the surface layer.
Through the technical scheme, the arrangement of the colloidal particle buffer layer is beneficial to enhancing the elasticity of the upper surface of the surface layer and increasing the comfort level of the foot sole of a person running on the plastic track; on the other hand, the friction force of the upper surface of the surface layer is increased, and the possibility that a person slips down when running on the plastic track is reduced.
The utility model discloses further set up to: the opening of the drain hole is arranged in a funnel shape towards one end of the pipe orifice of the drain pipe.
Through above-mentioned technical scheme, the setting of wash port is favorable to increasing the water receiving area of the drill way of wash port for more ponding can be discharged away through the wash port, thereby is favorable to strengthening the effect of this plastic course's infiltration.
To sum up, the utility model discloses following beneficial effect has:
1. the water seepage effect of the plastic track is improved, and the possibility that accumulated water is retained on the plastic track to cause the surface of the surface layer to be wet and slippery and difficult to use normally is reduced;
2. the stability of the whole structure of the plastic track is improved, so that the possibility that the plastic track is easy to collapse after long-term use is reduced.
Drawings
Fig. 1 is a schematic structural diagram for embodying the internal structures of the top layer, the base layer and the bottom layer in this embodiment.
Fig. 2 is an enlarged view of a portion a in fig. 1.
Reference numerals: 1. a bottom layer; 2. a base layer; 3. a surface layer; 4. a drain hole; 5. a drain pipe; 6. steel wire mesh; 7. a crushed stone layer; 8. a cement strip; 9. an open end; 10. a water-absorbing sponge; 11. a through hole; 12. a support block; 13. a drainage ditch; 14. a water collection tank; 15. a flow channel; 16. a colloidal particle buffer layer; 17. a plastic track.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example (b): a plastic course with water seepage function, refer to fig. 1 and fig. 2, include bottom 1, basic unit 2 and surface course 3 from top to bottom, the upper berth of surface course 3 has colloidal particle buffer layer 16, help to increase the frictional force of the upper surface of surface course 3, have reduced the possibility that the people slip easily when running on the plastic course 17. The bottom layer 1 is a soil layer, a plurality of drain holes 4 are reserved in the bottom layer 1 along the vertical direction, and one end, facing the pipe orifice of the drain pipe 5, of the hole orifice of each drain hole 4 is arranged in a funnel shape. The bottom layer 1 is paved with a steel wire mesh 6, and a gravel layer 7 is arranged between the steel wire mesh 6 and the base layer 2 on the steel wire mesh 6. An I-shaped supporting block 12 is pre-embedded in the gravel layer 7, and two sides of the supporting block 12 in the height direction are respectively contacted with the steel wire mesh 6 and the base layer 2.
Referring to fig. 1 and 2, the base layer 2 is formed by pouring concrete, a plurality of drain pipes 5 are reserved in the base layer 2 from top to bottom, the drain pipes 5 penetrate through the base layer 2, one side of the base layer 2, which faces the surface layer 3, inclines towards the pipe orifices of the drain pipes 5 at the pipe orifice positions of the drain pipes 5, and the pipe orifices of the drain pipes 5 correspond to the hole orifices of the drain holes 4 in the vertical direction. In rainy days, rainwater is accumulated on the colloidal particle buffer layer 16, accumulated water seeps downwards towards the lower part of the surface layer 3, then accumulated water flows to the base layer 2, flows towards the pipe orifice of the drain pipe 5 through the inclined surface on the base layer 2, then flows into the gravel layer 7 through the drain pipe 5, and accumulated water seeps towards the bottom layer 1 through the gap between the gravel and is discharged through the drain hole 4. By the arrangement, the water seepage function of the plastic track 17 is enhanced, so that the surface of the plastic track 17 can be quickly dried for normal use of people.
Referring to fig. 1 and 2, a plurality of cement strips 8 have been laid along length direction on the rubble layer 7, and cement strip 8 supports between basic unit 2 and rubble layer 7, and the longitudinal section of cement strip 8 establishes to be trapezoidal, and cement strip 8 establishes to open end 9 towards one side of basic unit 2, has placed a sponge 10 that absorbs water along length direction in each cement strip 8, has seted up a plurality of through-holes 11 on the lateral wall of cement strip 8. The accumulated water flows downwards through the drain pipe 5 in the base layer 2 and flows into the cement strip 8, part of the accumulated water is absorbed by the water-absorbing sponge 10 in the cement strip 8 and is stored in the water-absorbing sponge 10, and the redundant accumulated water flows out through the through holes 11 in the cement strip 8 and flows into the gravel layer 7. When the temperature is higher, the ponding evaporation heat absorption in the sponge 10 that absorbs water has played the effect of cooling to the surface layer temperature of plastic course 17, is favorable to increasing the comfort of people's running on plastic course 17.
Referring to fig. 1, a drainage ditch 13 is reserved in the bottom layer 1 along the horizontal direction, the drainage ditch 13 is positioned below the drainage hole 4, and the drainage hole 4 is communicated with the drainage ditch 13. A water collecting tank 14 is reserved at one end of a drainage ditch 13 in the bottom layer 1, the drainage ditch 13 is communicated with the water collecting tank 14, and the highest water level position of the water collecting tank 14 is communicated with an underground drainage channel (not shown in the figure) through a flow channel 15. The water accumulated on the plastic runway 17 finally collects into the drainage ditch 13 through the drainage hole 4 and is stored in the water collection tank 14. When the water level of the accumulated water in the water collecting tank 14 reaches the highest water level, the accumulated water flows to the underground drainage channel through the flow passage 15 to be drained away. Ponding has been stored throughout in the water catch bowl 14, and when the temperature was higher, the ponding evaporation heat absorption in the water catch bowl 14 has further played the effect of cooling.
The action process is as follows: when rainwater is accumulated on the surface layer 3, accumulated water seeps from the surface layer 3 to the base layer 2 and flows into the cement strips 8 through the drain pipes 5 in the base layer 2, then part of the accumulated water is absorbed by the water-absorbing sponge 10 in the cement strips 8, the redundant accumulated water flows into the gravel layer 7 through the through holes 11 in the cement strips 8, then the accumulated water flows into the bottom layer 1 from gaps between the gravel and flows into the drain ditch 13 through the drain holes 4 in the bottom layer 1, and finally the accumulated water is stored in the water collecting tank 14. When the water level of the accumulated water in the water collecting tank 14 reaches the highest water level, the accumulated water flows to the underground drainage channel through the flow passage 15 to be drained away.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all of them are protected by patent laws within the scope of the claims of the present invention.
Claims (8)
1. The utility model provides a plastic course with infiltration function, top-down includes bottom (1), basic unit (2) and surface course (3), its characterized in that: the concrete-poured base layer is characterized in that a drain hole (4) is formed in the bottom layer (1) in the vertical direction, the base layer (2) is formed by pouring concrete, a drain pipe (5) penetrates through the base layer (2) from top to bottom, and the pipe orifice of the drain pipe (5) corresponds to the orifice of the drain hole (4).
2. The plastic course with water seepage function of claim 1, wherein: the bottom layer (1) is paved with a steel wire mesh (6), and a gravel layer (7) is arranged between the steel wire mesh (6) and the base layer (2) on the steel wire mesh (6).
3. A plastic track with water seepage function as claimed in claim 2, wherein: a plurality of cement strips (8) are laid along length direction on the gravel layer (7), the longitudinal section of the cement strips (8) is set to be trapezoidal, one side of the cement strips (8) facing the base layer (2) is set to be an open end (9), water-absorbing sponge (10) are placed in the cement strips (8), and a plurality of through holes (11) are formed in the side wall of the cement strips (8).
4. A plastic course with water seepage function as claimed in claim 3, wherein: i-shaped supporting blocks (12) are pre-embedded in the gravel layer (7), and two sides of each supporting block (12) in the height direction are respectively in contact with the steel wire mesh (6) and the base layer (2).
5. The plastic course with water seepage function of claim 1, wherein: one side of the base layer (2) facing the surface layer (3) inclines towards the pipe opening of the drain pipe (5) at the pipe opening position of the drain pipe (5).
6. The plastic course with water seepage function of claim 1, wherein: a drainage ditch (13) is reserved in the bottom layer (1), the drainage hole (4) is communicated with the drainage ditch (13), a water collecting tank (14) is arranged in the bottom layer (1), the drainage ditch (13) is communicated with the water collecting tank (14), and the highest water level of the water collecting tank (14) is communicated with an underground drainage channel through a flow channel (15).
7. The plastic course with water seepage function of claim 1, wherein: and a colloidal particle buffer layer (16) is paved on the surface layer (3).
8. The plastic course with water seepage function of claim 1, wherein: the orifice of the drain hole (4) is arranged in a funnel shape towards one end of the pipe orifice of the drain pipe (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920403137.XU CN209923727U (en) | 2019-03-27 | 2019-03-27 | Plastic track with water seepage function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920403137.XU CN209923727U (en) | 2019-03-27 | 2019-03-27 | Plastic track with water seepage function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209923727U true CN209923727U (en) | 2020-01-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920403137.XU Expired - Fee Related CN209923727U (en) | 2019-03-27 | 2019-03-27 | Plastic track with water seepage function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209923727U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111733658A (en) * | 2020-07-24 | 2020-10-02 | 沈阳促晋科技有限公司 | Connected high-efficiency drainage tree pond structure |
| CN114892780A (en) * | 2022-05-07 | 2022-08-12 | 中国十七冶集团有限公司 | Sponge city seepage drainage structure in water-rich area and water circulation system |
-
2019
- 2019-03-27 CN CN201920403137.XU patent/CN209923727U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111733658A (en) * | 2020-07-24 | 2020-10-02 | 沈阳促晋科技有限公司 | Connected high-efficiency drainage tree pond structure |
| CN114892780A (en) * | 2022-05-07 | 2022-08-12 | 中国十七冶集团有限公司 | Sponge city seepage drainage structure in water-rich area and water circulation system |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200110 |