CN212199919U - Water permeability pavement structure - Google Patents

Water permeability pavement structure Download PDF

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Publication number
CN212199919U
CN212199919U CN202020245276.7U CN202020245276U CN212199919U CN 212199919 U CN212199919 U CN 212199919U CN 202020245276 U CN202020245276 U CN 202020245276U CN 212199919 U CN212199919 U CN 212199919U
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China
Prior art keywords
water
layer
water permeable
drain pipe
pavement structure
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Expired - Fee Related
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CN202020245276.7U
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Chinese (zh)
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黎得鹏
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Individual
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Individual
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Abstract

The utility model provides a water permeability pavement structure, including former soil tamp layer, set up the first rubble layer above former soil tamp layer, set up the second rubble layer above the first rubble layer, set up the pervious cement concrete layer above the second rubble layer, set up the pervious asphalt concrete layer above the pervious cement concrete layer, be provided with the drainage module between first rubble layer and the second rubble layer; the drainage module comprises a water permeable mounting frame arranged in the first gravel layer and the second gravel layer, a fixing unit arranged on the water permeable mounting frame, and a drainage pipe arranged in the water permeable mounting frame. Through water permeability pavement structure, not only can strengthen permeable pavement's drainage performance, but also have longer life.

Description

Water permeability pavement structure
Technical Field
The utility model relates to a road structure technical field, in particular to water permeability road surface structure.
Background
The road provides very big facility for people's trip, and traditional road often is the relatively poor road surface structure of non-water permeability or water permeability, but if meet rainfall weather, the rainwater that descends on above-mentioned road surface if can not in time drain away, just can splash and play under the effect of stress, makes dirty people's clothing, shoes socks, and the ponding of pot hole department also can become the obstacle that hinders people to pass.
Therefore, in order to enhance the drainage performance of the road structure on the basis of water permeability, people often set water permeable pipes in the road to guide water flow seeping from the road surface to drainage channels on both sides of the road.
Notice for CN 206428549U's utility model discloses a water permeability gardens road surface that pipeline is difficult to warp permeates water. The utility model provides a water permeability gardens road surface, includes plain soil tamp layer, level and join in marriage metalling, coarse sand drainage layer, the concrete surface course and the decorative surface course that permeates water, be equipped with the pipe of permeating water in the level and join in marriage the metalling of permeating water, the intraductal vertical bracing piece that is equipped with of permeating water, the upper and lower both ends of bracing piece all are equipped with and permeate water the metal butt piece of intraductal wall laminating. Rainwater falling on the road surface can penetrate into the road surface. The rainwater permeating into the road surface is collected and conveyed through the permeable pipe, and the rainwater is collected and utilized. Set up vertical bracing piece in the inside of the pipe of permeating water and support the pipe of strengthening permeating water for the intensity of the pipe of permeating water is better, is difficult to by extrusion deformation. The metal butt joint piece that sets up both ends can reduce the bracing piece and permeate water between the pipe at bracing piece about for permeate water pipe can not broken by the bracing piece bursting. However, because the pipe of permeating water on water permeability gardens road surface do not set up compatible strutting arrangement and fixing device when setting up in the level is joined in marriage the metalling, so receive the skew in the complicated bending deformation and the position of just can taking place after the squeezing action of external force for its drainage performance greatly reduced makes its self impaired and shortens its life.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model discloses to prior art's not enough, provide a water permeability road surface structure, not only can strengthen permeable pavement's drainage performance, but also have longer life.
In order to solve the technical problem, the utility model discloses a technical scheme is: a water-permeable pavement structure comprises an original soil tamping layer, a first gravel layer arranged above the original soil tamping layer, a second gravel layer arranged above the first gravel layer, a water-permeable cement concrete layer arranged above the second gravel layer and a water-permeable asphalt concrete layer arranged above the water-permeable cement concrete layer, wherein a drainage module is arranged between the first gravel layer and the second gravel layer;
the drainage module comprises a water permeable mounting frame arranged in the first gravel layer and the second gravel layer, a fixing unit arranged on the water permeable mounting frame, and a drainage pipe arranged in the water permeable mounting frame;
the fixed unit comprises a first mounting plate arranged at the lower end of the water permeable mounting frame, a pin rod arranged at the lower end of the first mounting plate and inserted into an original soil tamping layer, a second mounting plate arranged at the upper end of the water permeable mounting frame, a fixed rod arranged at the upper end of the second mounting plate and inserted into a water permeable cement concrete layer, and an extending transverse rod arranged on the fixed rod.
Furthermore, the upper end of the drain pipe is provided with a notch for water flow to pass through.
Furthermore, a guide plate for guiding the flow direction of water flow is arranged at the bottom of the water discharge pipe.
Further, the shape of the guide plate is an inverted V-shape.
Further, the shape of the guide plate is an arc shape.
Furthermore, the drain pipe and the mounting bracket joint that permeates water, be provided with the installation cavity that suits with the drain pipe in the mounting bracket that permeates water.
Furthermore, the end part of the drain pipe is fixed with the water permeable mounting frame through a screw.
Furthermore, the end of the drain pipe is provided with an extension pipe which guides the flow direction of the water flow and prevents dirt from entering the drain pipe.
Further, the extension pipe is L-shaped.
Further, the upper end of the extension pipe is in threaded connection with the end of the drain pipe.
Compared with the prior art, the beneficial effects of the utility model are as follows: firstly, in the prior art, the drainage pipe is usually horizontally arranged, so that the water flow seeping from the road surface cannot be quickly drained through the drainage pipe, although in some technical solutions, the drainage pipe is obliquely arranged, so that the seeped water flow can only flow to a single direction, and the drainage efficiency is also not high; technical scheme in, the drain pipe is also the level setting, has nevertheless set up the guide plate of shape of falling V or arched shape again in the bottom of drain pipe, so, can make the rivers that get into in the drain pipe send out through the both ends of drain pipe, so compare with the technical scheme that the drain pipe level set up, the technical scheme that the drain pipe slope set up compares, technical scheme have higher drainage efficiency, can gain better drainage effect.
The second, the drain pipe sets up in the mounting bracket that permeates water, so permeate water the mounting bracket can play the drain pipe well after support fixed action, and the upper and lower both ends of the mounting bracket that permeates water are fixed mutually with the cement concrete layer that permeates water, former soil tamp layer respectively, so can not take place the skew to the in-process that makes the drain pipe use to avoid the drain pipe to take place complicated bending deformation and take place wearing and tearing because of the interference effect that receives external force.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Fig. 1 is a front view schematically illustrating a first embodiment of the present invention.
Fig. 2 is a schematic side view of the first embodiment of the present invention.
Fig. 3 is a schematic front view of a second embodiment of the present invention.
In the figure: 1. tamping the original soil; 2. a first crushed stone layer; 3. a second crushed stone layer; 4. a pervious cement concrete layer; 5. a pervious asphalt concrete layer; 6. a water permeable mounting rack; 7. a drain pipe; 8. a first mounting plate; 9. a pin rod; 10. a second mounting plate; 11. fixing the rod; 12. an extension rail; 13. a guide plate; 14. a screw; 15. an extension pipe; 16. and (6) opening.
Detailed Description
For a better understanding of the present invention, the contents of the present invention will be further clarified below by referring to examples, but the present invention is not limited to the following examples. In the following description, numerous specific details are set forth in order to provide a more thorough understanding of the present invention. It will be apparent, however, to one skilled in the art, that the present invention may be practiced without one or more of these specific details.
Example one
As shown in fig. 1-2, a water permeable pavement structure comprises an original soil compacting layer 1, a first gravel layer 2 arranged above the original soil compacting layer 1, a second gravel layer 3 arranged above the first gravel layer 2, a water permeable cement concrete layer 4 arranged above the second gravel layer 3, and a water permeable asphalt concrete layer 5 arranged above the water permeable cement concrete layer 4, wherein a drainage module is arranged between the first gravel layer 2 and the second gravel layer 3;
the drainage module comprises a water permeable mounting frame 6 arranged in the first gravel layer 2 and the second gravel layer 3, a fixing unit arranged on the water permeable mounting frame 6, and a drainage pipe 7 arranged in the water permeable mounting frame 6;
the fixing unit comprises a first mounting plate 8 arranged at the lower end of the water permeable mounting frame 6, a pin rod 9 arranged at the lower end of the first mounting plate 8 and inserted into the original soil tamping layer 1, a second mounting plate 10 arranged at the upper end of the water permeable mounting frame 6, a fixing rod 11 arranged at the upper end of the second mounting plate 10 and inserted into the water permeable cement concrete layer 4, and an extending cross rod 12 arranged on the fixing rod 11.
The water permeable mounting frame 6 comprises a mounting frame body and a plurality of water permeable holes formed in the side wall of the mounting frame body.
The upper end of the drain pipe 7 is provided with a gap 16 for water flow to pass through.
The bottom of the water discharge pipe 7 is provided with a guide plate 13 for guiding the flow direction of the water flow.
The guide plate 13 is in the shape of an inverted V.
The drain pipe 7 and the mounting bracket 6 joint that permeates water, be provided with the installation cavity that suits with the drain pipe in the mounting bracket 6 that permeates water.
The end of the drain pipe 7 is fixed with the water permeable mounting frame 6 by a screw 14.
The end of the drain pipe 7 is also provided with an extension pipe 15 which guides the flow direction of the water flow and prevents the dirt from entering the drain pipe 7.
The extension pipe 15 is L-shaped.
The upper end of the extension pipe 15 is screwed with the end of the drain pipe 7.
Specifically, when the road of the utility model is constructed, the original soil layer is tamped firstly, so as to form the original soil tamped layer 1, then the first gravel layer 2 is laid on the original soil tamped layer 1, then the permeable mounting frame 6 is placed on the first gravel layer 2, the pin rod 9 is made to sequentially penetrate through the first mounting plate 8 and the first gravel layer 2 downwards and is inserted into the original soil tamped layer 1, so as to fix the lower end of the permeable mounting frame 6;
then laying a second crushed stone layer 3, burying the water permeable mounting rack 6 under the matching of the first crushed stone layer 2 and the second crushed stone layer 3, in this process, the upper ends of the fixing bars 11 and the extension bar 12 are exposed above the second crushed stone layer 3, and thereafter, a permeable cement concrete layer 4 is poured on the upper end of the second gravel layer 3, the upper end of the fixed rod 11 and the extension cross rod 12 are fixed through the permeable cement concrete layer 4 at the same time, a permeable asphalt concrete layer 5 is poured above the permeable cement concrete layer 4, then, the drain pipe 7 is inserted into the water permeable mounting frame 6, and the joint of the drain pipe 7 and the water permeable mounting frame 6 is fixed by the screw 14, and through the mode of threaded connection point for the inside wall of extension pipe 15 and the lateral wall threaded connection of drain pipe 7, so far, road construction accomplish.
In the in-process of using, when meetting rainwater weather or because of other reasons cause the road surface to drop more rivers, rivers just can pass in proper order under the effect of gravity and permeate water asphalt concrete layer 5, permeate water cement concrete layer 4, second metalling 3, the mounting bracket 6 that permeates water, opening 16, get into in the drain pipe 7 to under the guide effect of guide plate 13, flow to the both ends of drain pipe 7, and in the escape canal of flow to road both sides under the follow-up guide effect of extension 15.
Example two
As shown in fig. 3, the present embodiment is different from the first embodiment in that:
the guide plate 13 is shaped like an arch.
Finally, the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting, and other modifications or equivalent replacements made by the technical solutions of the present invention by those of ordinary skill in the art should be covered within the scope of the claims of the present invention as long as they do not depart from the spirit and scope of the technical solutions of the present invention.

Claims (10)

1. The utility model provides a water permeability road surface structure, includes former soil tamp layer, sets up first metalling, the second metalling of setting in first metalling top, sets up the cement concrete layer that permeates water, the asphalt concrete layer that permeates water that sets up in the cement concrete layer top of permeating water, its characterized in that of permeating water in second metalling top in former soil tamp layer top: a drainage module is arranged between the first crushed stone layer and the second crushed stone layer;
the drainage module comprises a water permeable mounting frame arranged in the first gravel layer and the second gravel layer, a fixing unit arranged on the water permeable mounting frame, and a drainage pipe arranged in the water permeable mounting frame;
the fixed unit comprises a first mounting plate arranged at the lower end of the water permeable mounting frame, a pin rod arranged at the lower end of the first mounting plate and inserted into an original soil tamping layer, a second mounting plate arranged at the upper end of the water permeable mounting frame, a fixed rod arranged at the upper end of the second mounting plate and inserted into a water permeable cement concrete layer, and an extending transverse rod arranged on the fixed rod.
2. A water permeable pavement structure according to claim 1, further comprising: the upper end of the drain pipe is provided with a notch for water flow to pass through.
3. A water permeable pavement structure according to claim 1, further comprising: the bottom of the drain pipe is provided with a guide plate for guiding the flow direction of water flow.
4. A water permeable pavement structure according to claim 3, characterized in that: the guide plate is in an inverted V shape.
5. A water permeable pavement structure according to claim 3, characterized in that: the guide plate is in an arc shape.
6. A permeable pavement structure according to claim 4 or 5, characterized in that: the drain pipe is connected with the water permeable mounting frame in a clamping mode, and a mounting cavity matched with the drain pipe is formed in the water permeable mounting frame.
7. The permeable pavement structure of claim 6, wherein: the end part of the drain pipe is fixed with the water permeable mounting rack through a screw.
8. A water permeable pavement structure according to claim 1, further comprising: the end of the drain pipe is also provided with an extension pipe which guides the flow direction of the water flow and prevents the dirt from entering the drain pipe.
9. A water permeable pavement structure according to claim 8, further comprising: the extension pipe is L-shaped.
10. A water permeable pavement structure according to claim 9, further comprising: the upper end of the extension pipe is in threaded connection with the end part of the drain pipe.
CN202020245276.7U 2020-03-03 2020-03-03 Water permeability pavement structure Expired - Fee Related CN212199919U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020245276.7U CN212199919U (en) 2020-03-03 2020-03-03 Water permeability pavement structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020245276.7U CN212199919U (en) 2020-03-03 2020-03-03 Water permeability pavement structure

Publications (1)

Publication Number Publication Date
CN212199919U true CN212199919U (en) 2020-12-22

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ID=73821149

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020245276.7U Expired - Fee Related CN212199919U (en) 2020-03-03 2020-03-03 Water permeability pavement structure

Country Status (1)

Country Link
CN (1) CN212199919U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114941269A (en) * 2022-06-16 2022-08-26 杭州和诚塑胶工程有限公司 Plastic course of difficult ponding

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114941269A (en) * 2022-06-16 2022-08-26 杭州和诚塑胶工程有限公司 Plastic course of difficult ponding
CN114941269B (en) * 2022-06-16 2023-10-20 杭州和诚塑胶工程有限公司 Plastic course of difficult ponding

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20201222

Termination date: 20210303