CN213086504U - Shock-resistant runway structure - Google Patents
Shock-resistant runway structure Download PDFInfo
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- CN213086504U CN213086504U CN202020875527.XU CN202020875527U CN213086504U CN 213086504 U CN213086504 U CN 213086504U CN 202020875527 U CN202020875527 U CN 202020875527U CN 213086504 U CN213086504 U CN 213086504U
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Abstract
The utility model discloses a runway structure shocks resistance, including the foundation layer, the upper surface of foundation layer is provided with the gap filler, the screen cloth is consolidated to the crack control is installed to the top of foundation layer, the top that the screen cloth was consolidated to the crack control is provided with the drainage blanket, the top layer of drainage blanket is provided with horizontal drainage pipe, horizontal drainage pipe's below is provided with vertical drainage pipe, the top of drainage blanket is provided with the metalling, the top on metalling is provided with the primer layer, the top on primer layer is provided with polyurethane rubber layer, the surface that polyurethane rubber layer is close to the side is provided with the outlet. The utility model discloses a set up the primer layer and provide a buffer layer for polyurethane rubber layer, strengthened the elasticity of runway, the effectual impact resistance that has improved does not influence the drainage on polyurethane rubber layer through setting up the infiltration hole simultaneously.
Description
Technical Field
The utility model relates to a runway structure technical field specifically is a runway structure shocks resistance.
Background
The existing runway has a simple structure and poor drainage performance, the single glue layer causes the runway to have poor impact resistance, and the runway is easy to bulge, so that the runway is inconvenient to use and causes loss caused by subsequent maintenance; thus, the existing needs are not met, for which we propose an impact resistant runway structure.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a runway structure shocks resistance to current runway structure that proposes in solving above-mentioned background art is comparatively simple, and the drainage performance is relatively poor, and the single impact resistance that makes the runway of glue film is not strong, and easy swell causes to use inconveniently, and brings the loss scheduling problem that follow-up maintenance caused.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a runway structure shocks resistance, includes the foundation layer, the upper surface of foundation layer is provided with the gap filler, the screen cloth is consolidated in the crack control is installed to the top of foundation layer, the top of screen cloth is consolidated in the crack control is provided with the drainage blanket, the top layer of drainage blanket is provided with horizontal drainage pipe, horizontal drainage pipe's below is provided with vertical drainage pipe, the top of drainage blanket is provided with the metalling, the top on metalling is provided with the primer layer, the top on primer layer is provided with the polyurethane rubber layer, the surface that the polyurethane rubber layer is close to the side is provided with the outlet.
Preferably, the surface of primer layer is provided with a plurality of infiltration holes, the interval between the infiltration hole is 2cm, the internal diameter of infiltration hole is 0.5 cm.
Preferably, the size of the water outlet is 50cm × 20cm, and the distance between every two adjacent water outlets is 60 cm.
Preferably, the upper surface of the polyurethane rubber layer is provided with an anti-slip coating, the surface of the anti-slip coating is provided with litchi grains, and the upper side of the anti-slip coating is provided with marking paint.
Preferably, the longitudinal drainage pipelines and the transverse drainage pipelines form a net drainage structure.
Preferably, the distance between the water outlet and the edge of the polyurethane rubber layer is 15 cm.
Preferably, the anti-cracking reinforcing mesh cloth is made of alkali-resistant glass fiber mesh cloth.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model has the advantages that the friction force and the surface strength of the surface of the runway can be effectively increased and the overall service life of the plastic runway can be prolonged by arranging the polyurethane rubber layer and the anti-skid coating on the surface of the polyurethane rubber layer and arranging the litchi grains on the surface of the anti-skid coating;
2. the utility model has the advantages that the anti-cracking reinforcing mesh cloth is arranged to bottom a plurality of cushion layers above the anti-cracking reinforcing mesh cloth, so that the ductility of the runway is better, particles in the drainage are filtered by arranging the gravel layer, and the excellent hydrophobic performance is realized while the upper part is supported;
3. the utility model discloses a set up the primer layer and provide a buffer layer for polyurethane rubber layer, strengthened the elasticity of runway, the effectual impact resistance that has improved does not influence the drainage on polyurethane rubber layer through setting up the infiltration hole simultaneously.
Drawings
Fig. 1 is a schematic overall structure diagram of the present invention;
FIG. 2 is a schematic structural view of a polyurethane rubber layer according to the present invention;
fig. 3 is a side view of the utility model in its entirety;
fig. 4 is a schematic view of the overall structure of the present invention.
In the figure: 1. a base layer; 2. anti-cracking reinforcing mesh cloth; 3. a drainage layer; 4. a crushed stone layer; 5. a primer layer; 6. a polyurethane rubber layer; 7. a water outlet; 8. a caulking agent; 9. a longitudinal drainage duct; 10. a transverse drainage pipe; 11. and (5) permeating the pores.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1 to 4, the present invention provides an embodiment: the utility model provides a runway structure shocks resistance, including basic unit 1, the upper surface of basic unit 1 is provided with gap filler 8, crack control reinforcement screen cloth 2 is installed to the top of basic unit 1, the top of crack control reinforcement screen cloth 2 is provided with drainage blanket 3, drainage blanket 3's top layer is provided with horizontal drainage pipe 10, horizontal drainage pipe 10's below is provided with vertical drainage pipe 9, drainage blanket 3's top is provided with metalling 4, metalling 4's top is provided with primer layer 5, primer layer 5's top is provided with polyurethane rubber layer 6, polyurethane rubber layer 6 is close to the surface of side and is provided with outlet 7.
Furthermore, a plurality of permeation holes 11 are formed in the surface of the primer layer 5, the distance between the permeation holes 11 is 2cm, and the inner diameter of each permeation hole 11 is 0.5 cm.
Through adopting above-mentioned technical scheme, be convenient for in time carry out timely mediation with the water that the 6 top layers of polyurethane rubber layer downward infiltration of water and from the water outlet 7 downward exhaust water.
Further, the size of the drain opening 7 is 5cm × 20cm, and the distance between every two adjacent drain openings 7 is 60 cm.
Through adopting above-mentioned technical scheme, can be in time discharge the rivers when the rainfall is great, avoid the smooth unexpected accident that leads to in 6 surfaces on polyurethane rubber layer.
Further, the upper surface of the polyurethane rubber layer 6 is provided with an anti-slip coating, the surface of the anti-slip coating is provided with litchi grains, and scribing paint is arranged above the anti-slip coating.
By adopting the technical scheme, the friction force on the surface of the polyurethane rubber layer 6 is increased, the anti-skidding effect is improved, and the runway subareas are planned by the marking paint.
Further, the longitudinal drain pipes 9 and the transverse drain pipes 10 constitute a net-shaped drain structure.
Through adopting above-mentioned technical scheme, be convenient for discharge the quick downwards of the drainage of upper strata.
Further, the distance between the drain port 7 and the edge of the urethane rubber layer 6 was 15 cm.
Through adopting above-mentioned technical scheme, be close to the edge of polyurethane rubber layer 6, avoid the people who takes exercise 6 surfaces on polyurethane rubber layer to produce the influence.
Further, the anti-cracking reinforcing mesh cloth 2 is made of alkali-resistant glass fiber mesh cloth.
Through adopting above-mentioned technical scheme, give a plurality of bed courses of top and play the bottom, make the ductility of runway better.
The working principle is as follows: when the anti-cracking reinforcing mesh fabric 2 is used, an exerciser moves on the surface of the polyurethane rubber layer 6, the surface of the polyurethane rubber layer 6 is provided with the anti-skidding coating, the friction force and the surface strength of the surface of a runway can be effectively increased, a good movement environment is provided for the exerciser, when water is accumulated on the surface of the polyurethane rubber layer 6, less water penetrates downwards through the surface of the polyurethane rubber layer 6, most of water is discharged towards the bottom rubber layer 5 of the lower layer through the water outlet 7, the water penetrates downwards into the gravel layer 4 through the penetration holes 11, the gravel layer 4 can precipitate particles in the discharged water, meanwhile, the anti-cracking reinforcing mesh fabric 2 has good hydrophobic performance, the water is continuously downwards guided into the longitudinal drainage pipeline 9 and the transverse drainage pipeline 10 on the surface layer of the drainage layer 3 and then guided to the ground bottom through the longitudinal drainage pipeline 9 and the transverse drainage pipeline 10, and the anti-cracking reinforcing mesh fabric 2 plays a role, meanwhile, the ductility is increased, the possibility of fracture is reduced, the impact resistance of the whole runway is effectively improved, the drainage performance is not influenced, and the possibility of bulging of the runway is reduced to the maximum extent.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Claims (7)
1. An impact-resistant runway structure comprising a foundation layer, characterized in that: the upper surface of foundation bed is provided with the gap filler, the screen cloth is consolidated in the crack control is installed to the top of foundation bed, the top of screen cloth is consolidated in the crack control is provided with the drainage blanket, the top layer of drainage blanket is provided with horizontal drainage pipe, horizontal drainage pipe's below is provided with vertical drainage pipe, the top of drainage blanket is provided with the metalling, the top on metalling is provided with the primer layer, the top on primer layer is provided with polyurethane rubber layer, the surface that polyurethane rubber layer is close to the side is provided with the outlet.
2. An impact-resistant track structure as claimed in claim 1, wherein: the surface of primer layer is provided with a plurality of infiltration hole, the interval between the infiltration hole is 2cm, the internal diameter of infiltration hole is 0.5 cm.
3. An impact-resistant track structure as claimed in claim 1, wherein: the size of the water discharge openings is 50cm multiplied by 20cm, and the distance between every two adjacent water discharge openings is 60 cm.
4. An impact-resistant track structure as claimed in claim 1, wherein: the anti-skid floor is characterized in that an anti-skid coating is arranged on the upper surface of the polyurethane rubber layer, litchi grains are arranged on the surface of the anti-skid coating, and scribing paint is arranged above the anti-skid coating.
5. An impact-resistant track structure as claimed in claim 1, wherein: and the longitudinal drainage pipeline and the transverse drainage pipeline form a net drainage structure.
6. An impact-resistant track structure as claimed in claim 1, wherein: the distance between the water outlet and the edge of the polyurethane rubber layer is 15 cm.
7. An impact-resistant track structure as claimed in claim 1, wherein: the anti-cracking reinforcing mesh cloth is made of alkali-resistant glass fiber mesh cloth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020875527.XU CN213086504U (en) | 2020-05-22 | 2020-05-22 | Shock-resistant runway structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020875527.XU CN213086504U (en) | 2020-05-22 | 2020-05-22 | Shock-resistant runway structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213086504U true CN213086504U (en) | 2021-04-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020875527.XU Active CN213086504U (en) | 2020-05-22 | 2020-05-22 | Shock-resistant runway structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075071A (en) * | 2022-06-17 | 2022-09-20 | 四川省交通勘察设计研究院有限公司 | Bridge traffic conversion belt between tunnels and design method thereof |
-
2020
- 2020-05-22 CN CN202020875527.XU patent/CN213086504U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075071A (en) * | 2022-06-17 | 2022-09-20 | 四川省交通勘察设计研究院有限公司 | Bridge traffic conversion belt between tunnels and design method thereof |
| CN115075071B (en) * | 2022-06-17 | 2024-03-26 | 四川省交通勘察设计研究院有限公司 | Tunnel bridge traffic conversion belt and design method thereof |
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