CN219527237U - Municipal anti-skid pavement - Google Patents

Abstract

The utility model discloses a municipal anti-skid pavement, which relates to the field of municipal facility construction and comprises a foundation layer, wherein a drainage layer is arranged on the foundation layer, a plurality of drainage tubes are arranged on the drainage layer, a permeable layer is arranged on the drainage layer, and an anti-skid layer is arranged on the permeable layer. Make the basic unit, then lay the drainage layer on the basic unit, lay the drainage layer with the drainage tube fixed at the drainage layer in the time, then lay the permeable layer on the drainage layer, the permeable layer lays the back of accomplishing, lay the antiskid layer on the permeable layer, accomplish the construction of this road, in a large amount of precipitation, the rainwater is permeated into the permeable layer, then the rainwater is permeated into the drainage layer through the permeable layer, the drainage layer utilizes the drainage tube to draw away the rainwater, through letting the rainwater permeate the permeable layer then by the drainage tube drainage of drainage layer, thereby further reduced the possibility of ground ponding, the possibility that the ground was soaked for a long time by the rainwater has been reduced.

Description

Municipal anti-skid pavement

Technical Field

The utility model relates to the field of municipal facility construction, in particular to a municipal anti-skid pavement.

Background

The municipal road is also called an urban road, and has a passing function in the city, so that the road required by construction can be generally constructed at a specific place to meet the travel requirements of people in order to improve the passing experience of pedestrians or vehicles.

The utility model provides a municipal anti-skid pavement that current chinese patent (bulletin number: CN 217974104U) mentioned, includes road bed and the road surface of setting at the road bed top, the mounting groove has been seted up at the top of road surface, the internal surface fixedly connected with spring barrel of mounting groove, the internal surface sliding connection of spring barrel has the spring pole, the one end fixedly connected with first spring of spring pole, through the setting of deceleration strip, increase the antiskid effect on road surface, reduce the possibility that the electric motor car was slipped, and then reduce the possibility of traffic accident, through the setting of first spring, the deceleration strip falls down slightly when the vehicle was advanced the deceleration strip, thereby make the vehicle that has advanced slow down formation, and then reduce the possibility of traffic accident emergence, through the setting of spring pole, upward movement deceleration strip drives the spring pole and makes first spring rise, thereby when maintaining the change to the deceleration strip, the convenience is maintained the first spring.

In practice, however, when the ground is saturated with water due to precipitation, accumulated water is easily formed on the ground, and the ground is soaked in the accumulated water for a long time, so that the road surface smoothness can be increased, and certain potential safety hazards exist.

Disclosure of Invention

The utility model aims at: in order to solve the problems that when the ground is saturated with water and is subjected to precipitation, accumulated water is easy to form on the ground and the ground is soaked in the accumulated water for a long time, so that the wet skid degree of the road surface can be increased and a certain potential safety hazard exists, the utility model provides a municipal anti-skid road surface.

The utility model adopts the following technical scheme for realizing the purposes:

the utility model provides a municipal anti-skid pavement, includes the basement layer, be provided with the drainage layer on the basement layer, be provided with a plurality of drainage tube on the drainage layer, be provided with the permeable layer on the drainage layer, be provided with the anti-skid layer on the permeable layer, be fixed with two symmetry curbstones on the basement layer.

Through adopting above-mentioned technical scheme, lay drainage layer and fix drainage tube in drainage layer, then lay permeable layer on drainage layer, lay the skid resistant course on permeable layer, accomplish the construction of this road, the rainwater is permeated into the permeable layer and is entered into drainage layer, and drainage layer utilizes the drainage tube to drain away the rainwater to further reduced the possibility of ground ponding, reduced the ground and soaked by the rainwater.

Further, the permeable layer is formed by paving sponge bricks, and the sponge bricks are silicate bricks.

Through adopting above-mentioned technical scheme, the porous characteristic of permeating water of sponge brick utilization itself of permeable layer, the rainwater passes the permeable layer to intensity can not reduce road surface intensity when improving the effect of permeating water.

Further, the drainage layer is a concrete layer, the concrete layer is poured, and the sponge brick is paved on the concrete layer.

Through adopting above-mentioned technical scheme, directly pour the concrete layer of certain thickness on the basement layer of making to improved the intensity on road surface, fixed the drainage tube simultaneously.

Further, the drainage tube is fixed in the drainage layer, the drainage layer is provided with a plurality of communication ports, the communication ports correspond to the drainage tube, and the drainage tube inclines from the middle to two sides.

Through adopting above-mentioned technical scheme, the sponge brick on permeable bed is permeated to the rainwater when a large amount of precipitation, then gets into in the drainage tube on drainage layer to further reduced the circumstances that ponding probably appears on ground.

Further, two symmetrical drainage pipes are buried at two sides of the drainage layer, and the drainage pipes are communicated with the drainage pipe.

By adopting the technical scheme, rainwater is drained into the drainage pipe by the drainage pipe to flow away, so that the possibility of accumulated water on the road surface can be further reduced, and the possibility of soaking the foundation layer is reduced.

Further, the anti-slip layer is formed by paving anti-slip bricks, and protruding anti-slip strips are fixed on the anti-slip bricks.

Through adopting above-mentioned technical scheme, directly lay the skid-proof brick of needs on the permeable bed, let the last antislip strip of skid-proof brick splice each other together to can increase the roughness on ground, play skid-proof effect.

Further, the anti-slip brick is provided with a water permeable hole, and the water permeable hole corresponds to the communication port on the drainage tube.

Through adopting above-mentioned technical scheme, the hole that permeates water on the anti-skidding brick runs through the anti-skidding brick, advances permeable bed with rainwater drainage to can reduce the possibility of surface ponding.

Further, ceramic particles are uniformly distributed on the anti-slip strips in an adhering mode.

By adopting the technical scheme, the ceramic particles which are uniformly distributed are fixed on the anti-slip strips on the anti-slip bricks by using the special adhesive, so that the anti-slip performance of the ground can be further improved.

In summary, the present utility model includes at least one of the following advantages;

1. according to the utility model, the drainage pipe can be used for drainage pipes are fixed on the foundation layer in advance, then the concrete layer is poured on the foundation layer to form the drainage layer, the communication ports on the drainage pipe are reserved when the concrete layer is poured, the sponge bricks are paved on the concrete layer to form the permeable layer, and then the anti-skid bricks are paved on the sponge bricks, so that the possibility of water accumulation on the pavement can be reduced, the possibility of water accumulation on the pavement to form a wet and slippery pavement is reduced, and the possibility of long-time soaking of the pavement by rainwater is reduced.

2. According to the utility model, the sponge bricks are paved on the concrete layer to form the permeable layer, the anti-slip bricks are paved on the sponge bricks to form the anti-slip layer, and the anti-slip strips on the anti-slip bricks are fixed with the ceramic particles by using the adhesive to increase the roughness of the surface, so that the roughness of the ground can be further increased, and the anti-slip effect of the pavement is improved.

Drawings

FIG. 1 is a schematic view of a first perspective structure of an anti-skid pavement according to the present utility model;

FIG. 2 is a schematic view showing a second perspective structure of the anti-skid pavement according to the present utility model;

fig. 3 is a schematic cross-sectional view of the non-skid road surface according to the present utility model.

Reference numerals illustrate:

1. an anti-slip layer; 2. a water permeable layer; 3. a drainage layer; 4. a foundation layer; 5. a drainage tube; 6. a drain pipe; 7. an anti-slip brick; 8. an anti-slip strip; 9. a water permeable hole; 10. ceramic particles; 11. curbstone.

Detailed Description

The utility model is described in further detail below with reference to fig. 1-3.

The embodiment of the utility model discloses a municipal anti-skid pavement.

Referring to fig. 1 and 2, a municipal anti-skid pavement comprises a foundation layer 4, wherein a drainage layer 3 is arranged on the foundation layer 4, a plurality of drainage pipes 5 are arranged on the drainage layer 3, a permeable layer 2 is arranged on the drainage layer 3, an anti-skid layer 1 is arranged on the permeable layer 2, and two symmetrical curbs 11 are fixed on the foundation layer 4. When building this road, firstly make basic unit 4, then lay drainage layer 3 on basic unit 4, lay drainage layer 3 and fix drainage tube 5 at drainage layer 3 simultaneously, then lay permeable layer 2 on drainage layer 3, permeable layer 2 lays the back of accomplishing, lay anti-skidding layer 1 on permeable layer 2, accomplish the construction of this road, when a large amount of precipitation, the rainwater is in permeable layer 2 through anti-skidding layer 1, then the rainwater is in permeable layer 2 through permeable layer 3, drainage layer 3 utilizes drainage tube 5 to draw the rainwater to flow away, through letting the rainwater permeate permeable layer 2 then by drainage tube 5 drainage layer 3 to further reduce the possibility of ground ponding, reduced the possibility that the ground is soaked for a long time by the rainwater.

Referring to fig. 1 and 2, the permeable layer 2 is formed by paving sponge bricks, and the sponge bricks are silicate bricks. When the rainwater passes through the anti-slip layer 1 and enters the permeable layer 2, the sponge brick of the permeable layer 2 utilizes the porous permeable characteristic of the sponge brick, the rainwater passes through the permeable layer 2 and enters the drainage layer 3, and then the rainwater is guided to flow away by the drainage tube 5, and the sponge brick of the permeable layer 2 is used for supporting the anti-slip layer 1, so that the strength of the permeable effect is improved and the pavement strength is not reduced.

Referring to fig. 1, 2 and 3, the drainage layer 3 is a concrete layer, the concrete layer is poured, and the sponge brick is paved on the concrete layer. The concrete layer with a certain thickness is directly poured on the prepared foundation layer 4, then the drainage tube 5 is paved in advance when the concrete layer is poured, the drainage tube 5 is fixed by the concrete, and the strength of a road surface is improved by supporting the permeable layer 2 and the anti-skid layer 1 by utilizing the concrete layer, and meanwhile, the drainage tube 5 is fixed.

Referring to fig. 2 and 3, the drainage tube 5 is fixed in the drainage layer 3, the drainage layer 3 is provided with a plurality of communication ports corresponding to the drainage tube 5, and the drainage tube 5 is inclined from the middle to two sides. Drainage tube 5 is high both sides low in the middle of drainage layer 3, then the intercommunication mouth and the surface intercommunication of concrete layer of seting up on drainage tube 5 form the recess of drainage, and the rainwater is permeated the sponge brick of permeable layer 2 when a large amount of precipitation, then get into drainage tube 5 of drainage layer 3 in, drainage tube 5 is with the rainwater drainage towards both sides, through the drainage that utilizes drainage tube 5 in the drainage layer 3 to further reduced the circumstances that ponding probably appears on the ground.

Referring to fig. 1 and 2, two symmetrical drain pipes 6 are buried at both sides of the drain layer 3, and the drain pipes 6 are communicated with the drain pipe 5. When the rainwater enters the drainage tube 5, the rainwater is drained into the drainage tube 6 by the drainage tube 5, then the rainwater flows away by utilizing the drainage tube 6, and the rainwater permeated from the ground is drained away by utilizing the drainage tube 6, so that the possibility of water accumulation on the road surface can be further reduced, and meanwhile, the possibility that the foundation layer 4 is soaked is reduced.

Referring to fig. 1 and 2, the anti-slip layer 1 is formed by paving anti-slip bricks 7, and raised anti-slip strips 8 are fixed on the anti-slip bricks 7. After the sponge brick of permeable layer 2 is laid, directly lay required anti-skidding brick 7 on permeable layer 2, let anti-skidding strip 8 on the anti-skidding brick 7 splice each other together, through lay anti-skidding brick 7 on permeable layer 2, then protruding anti-skidding strip 8 splice together to can increase the roughness on ground, play the effect of antiskid.

Referring to fig. 1 and 2, the anti-slip brick 7 is provided with a water permeable hole 9, and the water permeable hole 9 corresponds to a communication port on the drainage tube 5. When the anti-slip brick 7 is paved on the permeable layer 2, the permeable holes 9 on the anti-slip brick 7 penetrate through the anti-slip brick 7, rainwater is drained into the permeable layer 2, and the rainwater is drained through the permeable holes 9 on the anti-slip brick 7, so that the possibility of surface water accumulation can be reduced.

Referring to fig. 1 and 2, the slip strips 8 have uniformly distributed ceramic particles 10 adhered thereto. When the laying of the anti-slip bricks 7 is completed, the anti-slip strips 8 on the anti-slip bricks 7 fix the uniformly distributed ceramic particles 10 by using a professional adhesive, and the surface roughness is increased by using the ceramic particles 10, so that the anti-slip of the ground can be further increased.

Working principle: when the pavement needs to be built, firstly, a foundation layer 4 is manufactured, then a drainage pipe 6 can be used for drainage pipes 5 are fixed on the foundation layer 4 in advance, then a concrete layer 3 is poured on the foundation layer 4, a drainage pipe 5 is reserved for a communication port on the drainage pipe 5 when the concrete layer is poured, the communication port is buried by the concrete layer, after the concrete layer is cured, two symmetrical curbstones 11 are fixed on the concrete layer, then a sponge brick is paved on the concrete layer to form a permeable layer 2, then an anti-slip brick 7 is paved on the sponge brick to form an anti-slip layer 1, then an anti-slip strip 8 on the anti-slip brick 7 is used for fixing ceramic particles 10 to increase the roughness of the surface so as to achieve the aim of preventing slip, when a large amount of rainfall occurs, rainwater flows from the permeable holes 9 to the permeable layer 2, then flows into the drainage pipe 5 of the concrete layer, the drainage pipe 5 drains the rainwater into the drainage pipe 6, and the drainage pipe 6 drains the rainwater.

Claims (8)

1. Municipal anti-skid pavement, which comprises a foundation layer (4), and is characterized in that: be provided with drainage layer (3) on basic unit (4), be provided with a plurality of drainage tube (5) on drainage layer (3), be provided with permeable layer (2) on drainage layer (3), be provided with anti-skidding layer (1) on permeable layer (2), be fixed with two symmetry curbstone (11) on basic unit (4).

2. The municipal skid-proof pavement according to claim 1, wherein: the permeable layer (2) is formed by paving sponge bricks, and the sponge bricks are silicate bricks.

3. The municipal skid-proof pavement according to claim 2, wherein: the drainage layer (3) is a concrete layer, the concrete layer is poured, and the sponge brick is paved on the concrete layer.

4. A municipal anti-skid pavement according to claim 3, wherein: the drainage tube (5) is fixed in the drainage layer (3), the drainage layer (3) is provided with a plurality of communication ports, the communication ports correspond to the drainage tube (5), and the drainage tube (5) inclines from the middle to two sides.

5. The municipal skid-proof pavement according to claim 1, wherein: two symmetrical drain pipes (6) are buried at two sides of the drain layer (3), and the drain pipes (6) are communicated with the drain pipes (5).

6. The municipal skid-proof pavement according to claim 1, wherein: the anti-slip layer (1) is formed by paving anti-slip bricks (7), and raised anti-slip strips (8) are fixed on the anti-slip bricks (7).

7. The municipal skid-resistant pavement according to claim 6, wherein: the anti-slip brick (7) is provided with a water permeable hole (9), and the water permeable hole (9) corresponds to a communication port on the drainage tube (5).

8. The municipal skid-resistant pavement according to claim 6, wherein: ceramic particles (10) which are uniformly distributed are adhered to the anti-slip strips (8).