CN218842758U - Noise-reduction water-permeable concrete pavement structure - Google Patents

Abstract

The utility model relates to a fall permeable pavement technical field that makes an uproar, especially fall the type of permeating water concrete pavement structure of making an uproar. The utility model has the advantages that: through setting up a plurality of water conservancy diversion holes and a plurality of micropore of permeating water, can make the ponding on road surface permeate through a plurality of micropores of permeating water downwards, and can pass through the rainwater of a plurality of water conservancy diversion hole dispersion infiltration, make a ponding can the homodisperse infiltration, improve the effect of permeating water, the rethread has set up a plurality of drain pipes, can make the rainwater that permeates down can assemble in the drain pipe through a plurality of drain pipes, when precipitation is great, can make the rainwater of infiltration drain pipe inside, can discharge fast, prevent that the rainwater from discharging slowly, lead to ponding, a plurality of beads of rethread, can make the rainwater that permeates in the drain pipe assemble a plurality of holes of permeating water through a plurality of bead water conservancy diversion, can drain away the rainwater, and when the rainwater is less, make the rainwater assemble earlier between a plurality of beads, prevent that the rainwater from discharging fast, improve groundwater replenishment effect.

Description

Noise-reduction water-permeable concrete pavement structure

Technical Field

The utility model relates to a fall permeable pavement technical field that makes an uproar, especially fall the type of permeating water concrete pavement structure of making an uproar.

Background

The urban road is an important ring for urban drainage, and how to effectively improve the drainage capacity of the road and enable the road to quickly drain accumulated water on the road surface, so that rainwater falling on the road can maximally permeate into the ground in situ is a requirement for current road laying, so that a noise-reducing water-permeable concrete pavement is proposed at present, but the current noise-reducing water-permeable concrete pavement has the following problems in use:

the type of permeating water concrete road surface of making an uproar falls at present adopts the pervious concrete in many spaces, realizes the high effect of permeating water, but only relies on road bed soil infiltration to absorb moisture, can lead to the drainage slow excessively, and surface gathered water when leading to rainstorm can lead to the road bed moisture content too high moreover, influences the stability of road bed.

SUMMERY OF THE UTILITY MODEL

The purpose of the present invention is to solve at least one of the technical drawbacks.

Therefore, an object of the present invention is to provide a noise-reducing and water-permeable concrete pavement structure to solve the problems mentioned in the background art and overcome the disadvantages existing in the prior art.

In order to realize the above-mentioned purpose, the embodiment of the utility model provides an it makes an uproar to fall water permeability concrete pavement structure is provided, including rubble basic unit, gravel bed course, the road bed course that permeates water and the concrete layer that permeates water, gravel bed course lays in the top surface of rubble basic unit, the top surface of the road bed course that permeates water is laid to the road bed course that permeates water, the concrete layer that permeates water lays in the top surface of the road bed course that permeates water, it has a plurality of drain pipes, and is a plurality of holes of permeating water have been seted up on the surface of drain pipe, and is a plurality of beads of the equal fixedly connected with in bottom of drain pipe inner wall, and is a plurality of the bead is located respectively between a plurality of holes of permeating water, a plurality of water conservancy diversion holes have been seted up to the side of concrete layer that permeates water, it is a plurality of micropore of to permeate water has been seted up to the top surface of concrete layer the micropore that permeates water all runs through top surface and the low face of permeating water.

Preferably, in any one of the above schemes, the water permeable road base layer is soil, the thickness of the gravel cushion layer is larger than the diameter of the drain pipe, and the thickness of the water permeable road base layer is matched with the thickness of the gravel cushion layer.

The technical effect achieved by adopting the scheme is as follows: the gravel cushion layer can improve the water flow permeation gap, prevent the blocking of the water permeable holes and improve the water permeable effect.

Preferably, in any one of the above schemes, the plurality of flow guide holes are distributed in a honeycomb shape along the extending direction of the pervious concrete layer, the plurality of flow guide holes penetrate through two sides of the pervious concrete layer, and the plurality of pervious micropores respectively penetrate through the plurality of flow guide holes.

The technical effect achieved by adopting the scheme is as follows: through a plurality of the porous structure in water conservancy diversion hole can improve noise reduction effect, can disperse rivers through the water conservancy diversion hole moreover, improves the homogeneity of moisture infiltration, improves ponding absorption effect.

Preferably by any one of the above schemes, a plurality of the ribs are respectively positioned at two sides of a plurality of water permeable holes, the water permeable holes are distributed along the outer surface annular array of the drain pipe, and the particle diameter of the gravel cushion layer is larger than the diameter of the water permeable holes.

The technical effect achieved by adopting the scheme is as follows: therefore, rainwater permeating into the drainage pipe is gathered to the plurality of water permeable holes through the diversion of the convex edges, the rainwater can be drained, and when the rainwater is less, the rainwater can be gathered between the convex edges firstly, so that the rainwater is prevented from being drained quickly, and the groundwater supplementing effect is improved.

An embodiment of the utility model provides a make an uproar permeable type concrete pavement structure falls, including rubble basic unit, gravel bed course, the gravel basic unit and the concrete layer that permeates water, gravel bed course lays the top surface in rubble basic unit, the top surface of gravel bed course is laid in the gravel bed course to permeate water, the concrete layer that permeates water lays the top surface of the road basic unit that permeates water, the inside center department of gravel bed course is pegged graft and is had a plurality of drain pipes, and is a plurality of holes of permeating water have been seted up on the surface of drain pipe, and is a plurality of the equal fixedly connected with in bottom of drain pipe inner wall bead, and is a plurality of the bead is located respectively between a plurality of holes of permeating water, a plurality of water conservancy diversion holes have been seted up to the side of the concrete layer that permeates water, a plurality of the micropore of permeating water has seted up a plurality of micropores, and is a plurality of the micropore of permeating water all runs through the top surface and the low side of the concrete layer that permeates water.

Preferably, in any of the above embodiments, the plurality of the drainage pipes are all of a V-shaped structure.

The technical effect achieved by adopting the scheme is as follows: can make the rainwater that permeates the inside drain pipe through V font structure assemble the middle part to when the rainfall is little, can make the rainwater assemble the center when little, progressively permeate the underground, prevent that the rainwater is extravagant, when the rainwater is big, can make the rainwater spill over the eminence, make rainwater vertically discharge away fast, improve drainage effect.

Compared with the prior art, the utility model has the advantages and beneficial effects do:

1. through setting up a plurality of water conservancy diversion holes and a plurality of micropore of permeating water, can make the ponding on road surface permeate through a plurality of micropores of permeating water downwards, can make a ponding can the homodisperse infiltration through the rainwater of a plurality of water conservancy diversion hole dispersion infiltration moreover, improve the effect of permeating water.

2. The drainage pipes are arranged, so that the rainwater which permeates can be gathered in the drainage pipes, when the rainfall is large, the rainwater which permeates into the drainage pipes can be quickly drained, and the rainwater is prevented from being drained too slowly to cause water accumulation;

3. through a plurality of beads, can make the rainwater that permeates in the drain pipe through a plurality of the bead water conservancy diversion assembles a plurality of holes of permeating water, can drain away the rainwater, and when the rainwater was less moreover, make the rainwater assemble earlier a plurality of between the bead, prevent that the rainwater from draining away fast, improve groundwater supply effect.

Drawings

Fig. 1 is a schematic structural view of the present invention;

fig. 2 is a schematic cross-sectional structure diagram of the present invention.

In the figure: 1-gravel base layer, 2-gravel cushion layer, 3-permeable road base layer, 4-permeable concrete layer, 5-permeable micropores, 6-diversion holes, 7-drain pipe, 8-permeable holes and 9-convex edge.

Detailed Description

The invention will be further described with reference to the accompanying drawings, but the scope of the invention is not limited to the following description.

The first embodiment is as follows: as shown in fig. 1 to 2, the noise-reduction permeable concrete pavement structure comprises a gravel base layer 1, a gravel cushion layer 2, a permeable roadbed layer 3 and a permeable concrete layer 4, the gravel cushion layer 2 is laid on the top surface of the gravel base layer 1, the permeable roadbed layer 3 is laid on the top surface of the gravel cushion layer 2, the permeable concrete layer 4 is laid on the top surface of the permeable roadbed layer 3, a plurality of drain pipes 7 are inserted in the center of the inside of the gravel cushion layer 2, a plurality of permeable holes 8 are formed in the surfaces of the drain pipes 7, a plurality of convex edges 9 are fixedly connected to the bottoms of the inner walls of the drain pipes 7, the plurality of convex edges 9 are respectively located between the plurality of permeable holes 8, a plurality of diversion holes 6 are formed in the side surface of the permeable concrete layer 4, a plurality of permeable micropores 5 are formed in the top surface of the permeable concrete layer 4, and the plurality of permeable micropores 5 all penetrate through the top surface and the lower surface of the permeable concrete layer 4.

As an optional technical scheme of the utility model, the road bed layer 3 that permeates water is soil, and the thickness of gravel bed course 2 is greater than the diameter of drain pipe 7, and the thickness of road bed layer 3 that permeates water and the thickness looks adaptation of gravel bed course 2 can improve rivers infiltration space through gravel bed course 2, prevent to block hole 8 that permeates water, improve the effect of permeating water.

As a selectable technical scheme of the utility model, a plurality of water conservancy diversion holes 6 are cellular along the extension direction distribution of the concrete layer 4 that permeates water, and a plurality of water conservancy diversion holes 6 run through the both sides of the concrete layer 4 that permeates water, and a plurality of micropores 5 that permeate water link up a plurality of water conservancy diversion holes 6 respectively, through the porous structure of a plurality of water conservancy diversion holes 6, can improve the noise reduction effect, can disperse rivers through water conservancy diversion hole 6 moreover, improve moisture infiltration's homogeneity, improve ponding absorption effect.

As a selectable technical scheme, a plurality of beads 9 are for do not being located a plurality of holes 8's of permeating water both sides, a plurality of holes 8 of permeating water distribute along the surface annular array of drain pipe 7, the particle diameter of grit bed course 2 is greater than a plurality of holes 8's of permeating water diameters, make the rainwater that permeates in the drain pipe 7 assemble a plurality of holes 8 of permeating water through a plurality of beads 9 water conservancy diversion, can drain away the rainwater, and when the rainwater was less, make the rainwater assemble earlier between a plurality of beads 9, prevent that the rainwater from draining away fast, improve groundwater and supply the effect.

To sum up, this type of permeating water concrete pavement structure of making an uproar falls, through setting up a plurality of water conservancy diversion holes 6 and a plurality of micropore 5 that permeates water, can make the ponding on road surface permeate downwards through a plurality of micropore 5 that permeates water, and can be through the rainwater of a plurality of water conservancy diversion holes 6 dispersion infiltration, make a ponding can the homodisperse infiltration, improve the effect of permeating water, rethread has set up a plurality of drain pipes 7, can make the rainwater that permeates down can assemble in the drain pipe 7 through a plurality of drain pipes 7, when precipitation is great, can make the rainwater that permeates into the inside of drain pipe 7, can discharge fast, prevent that the rainwater from discharging slowly, lead to ponding, rethread a plurality of beads 9, can make the rainwater that permeates into in drain pipe 7 assemble a plurality of holes 8 that permeate water through a plurality of beads 9 water conservancy diversion, can drain the rainwater, and when the rainwater is less, make the rainwater assemble between a plurality of beads 9 earlier, prevent that the rainwater from discharging fast, improve groundwater supply effect.

In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

It will be understood by those skilled in the art that the invention, including any combination of the elements of the above description and the detailed description and illustrated in the accompanying drawings, is not limited to the details and should not be construed as limited to the embodiments set forth herein for the sake of brevity. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Although embodiments of the present invention have been shown and described, it is to be understood that the above embodiments are exemplary and should not be construed as limiting the present invention, and that changes, modifications, substitutions and alterations can be made to the above embodiments by those of ordinary skill in the art without departing from the principles and spirit of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (4)

1. Make an uproar permeable concrete pavement structure falls, its characterized in that: including rubble basic unit (1), gravel bed course (2), the road bed course (3) and the concrete layer (4) that permeates water permeate water, the top surface of rubble basic unit (1) is laid in gravel bed course (2), the top surface of gravel bed course (2) is laid in road bed course (3) permeates water, the top surface of the road bed course (3) that permeates water is laid in concrete layer (4) that permeates water, it has a plurality of drain pipes (7) to peg graft in the inside center department of gravel bed course (2), and is a plurality of hole (8) of permeating water have been seted up on the surface of drain pipe (7), and is a plurality of the equal fixedly connected with in bottom of drain pipe (7) inner wall a plurality of beads (9), and is a plurality of bead (9) are located between a plurality of holes (8) of permeating water respectively, a plurality of water conservancy diversion hole (6) have been seted up to the side of concrete layer (4) of permeating water, a plurality of micropore (5) of permeating water have been seted up to the top surface of concrete layer (4) of permeating water, a plurality of micropore (5) all run through the top surface and the low face of permeating water.

2. A noise-reducing water-permeable concrete pavement structure according to claim 1, wherein: the road bed layer (3) permeates water is soil, the thickness of gravel bed course (2) is greater than the diameter of drain pipe (7), the thickness of road bed layer (3) permeates water and the thickness looks adaptation of gravel bed course (2).

3. A noise-reducing water-permeable concrete pavement structure according to claim 2, wherein: a plurality of water conservancy diversion hole (6) are cellular along permeating the extension direction distribution of the concrete layer (4) that permeates water, and are a plurality of water conservancy diversion hole (6) run through the both sides of the concrete layer (4) that permeates water, and are a plurality of micropore (5) of permeating water link up a plurality of respectively water conservancy diversion hole (6).

4. A noise-reducing water-permeable concrete pavement structure according to claim 3, wherein: a plurality of bead (9) are for being located the both sides of a plurality of holes (8) of permeating water, and are a plurality of the surface ring array distribution of drain pipe (7) is followed in hole (8) of permeating water, the particle diameter of grit bed course (2) is greater than the diameter of a plurality of holes (8) of permeating water.

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