CN217419186U

CN217419186U - Municipal administration bituminous paving that permeates water

Info

Publication number: CN217419186U
Application number: CN202221232187.4U
Authority: CN
Inventors: 杨华; 顾黎; 徐祥
Original assignee: Kunshan Shengyuan Construction Engineering Co ltd
Current assignee: Kunshan Shengyuan Construction Engineering Co ltd
Priority date: 2022-05-20
Filing date: 2022-05-20
Publication date: 2022-09-13
Anticipated expiration: 2032-05-20

Abstract

The utility model discloses a municipal administration bituminous road that permeates water relates to municipal works technical field, aims at solving the infiltration and the not good problem of drainage performance of traditional road. The key points of the technical scheme are as follows: including supporting part and the infiltration pitch layer that sets gradually from bottom to top, be equipped with deformation infiltration portion between infiltration pitch layer and the supporting part, enclose between deformation infiltration portion and the supporting part and be equipped with the chamber that catchments, be located and seted up a plurality of water drainage tank on the top surface of the supporting part of chamber width direction that catchments. The utility model discloses a setting up of structure effectively improves the holistic infiltration of structure and drainage performance for the rainwater can be collected after the infiltration of infiltration pitch layer and filtration and utilize, avoids the rainwater to enter into and is polluted in the sewer pipe, can also reduce the cost volume that the in-process of follow-up rainwater was handled when realizing sewage and rainwater reposition of redundant personnel, green more.

Description

Municipal administration bituminous paving that permeates water

Technical Field

The utility model relates to a municipal works technical field, more specifically say, it relates to a municipal administration bituminous paving that permeates water.

Background

The road is an infrastructure for various trackless vehicles and pedestrians to pass through in terms of word meaning; the road is divided into a highway, an urban road, a rural road and the like according to the use characteristics.

In the road engineering field, how to improve the service function on road surface, how to provide high safety to the society, more comfortable, the road surface characteristic of more environmental protection, become the new target that china's traffic department pursued under the new period, the drainage performance of surface ponding is the very important performance of road, if the holistic drainage performance of drawing in road surface is not good then can make the road surface produce ponding easily, the existence of ponding can be reducing the coefficient of friction on road surface, and then can make the braking distance grow of brake, and then can increase the danger coefficient that the rainy day drove, therefore it is just necessary to set up a road structure that has good infiltration and drainage performance.

Therefore, a new solution is needed to solve this problem.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art exists, the utility model aims to provide a municipal administration bituminous paving that permeates water reaches the purpose that improves the whole drainage of road and water permeability through setting up of structure.

The above technical object of the present invention can be achieved by the following technical solutions: this municipal administration bituminous paving that permeates water, including supporting part and the infiltration pitch layer that sets gradually from bottom to top, be equipped with deformation infiltration portion between infiltration pitch layer and the supporting part, it is equipped with the chamber of catchmenting to enclose between deformation infiltration portion and the supporting part, is located the chamber width direction of catchmenting seted up a plurality of water drainage tank on the top surface of supporting part.

The utility model discloses further set up to: deformation infiltration portion include first arc and with the cotton layer of both sides terminal surface fixed connection's infiltration about the first arc, run through on the first arc and seted up a plurality of infiltration grooves, pack the cotton piece of infiltration that both ends all offset with the cotton layer of infiltration in infiltration groove.

The utility model discloses further set up to: the supporting part is located below the first arc-shaped plate, the second arc-shaped plate is fixedly connected onto the supporting part, and the bottom of the first arc-shaped plate is fixedly connected with a plurality of vertical sliding rods which are connected with the second arc-shaped plate in a sliding mode.

The utility model discloses further set up to: a plurality of sliding grooves with the same length are distributed on the top surface of the supporting portion in an array mode, an elastic deformation plate is fixedly connected in each sliding groove, and a rigid supporting plate which is abutted to the bottom of the vertical sliding rod is fixedly connected to the top of the elastic deformation plate.

The utility model discloses further set up to: fixedly connected with is for the rigidity limiting plate that infiltration pitch layer symmetry set up on the top surface of supporting part, run through on the rigidity limiting plate and set up a plurality of guide ways of the vertical setting of length direction, fixedly connected with is at a plurality of guide bars of the gliding of guide way on the lateral wall of first arc.

The utility model discloses further set up to: and the bottom surface of the rigid limiting plate is fixedly connected with a plurality of reinforcing rods penetrating into the supporting part.

The utility model discloses further set up to: the supporting part comprises a ground base layer, a gravel layer and a concrete layer which are sequentially arranged from bottom to top.

To sum up, the utility model discloses following beneficial effect has:

the infiltration cotton layer that water was from infiltration pitch layer infiltration downwards, it is absorbed by the cotton layer of infiltration to flow the infiltration cotton layer at first arc top, the cotton intraformational water of infiltration permeates water infiltration cotton piece and infiltration groove and gets into in the infiltration cotton layer of below over first arc with the infiltration groove, can flow along the face of first arc and second arc after the cotton intraformational water absorption saturation of infiltration, make rivers to catchment intracavity flow to water drainage tank department, can deform downwards when infiltration pitch layer receives external force, realize the extrusion deformation to first arc, the cotton piece of infiltration between first arc and the second arc can be realized carrying out extrusion deformation to the cotton piece of infiltration of first arc down deformation's in-process, make the cotton intraformational water of infiltration can discharge rapidly and flow downwards and flow into the water drainage tank along the face of second arc 8 and walk.

Drawings

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

FIG. 2 is an enlarged view of FIG. 1 at A;

fig. 3 is a first cross-sectional view of the present invention;

FIG. 4 is an enlarged view at B in FIG. 3;

fig. 5 is a second cross-sectional view of the present invention;

FIG. 6 is an enlarged view at C of FIG. 5;

fig. 7 is an enlarged view at D in fig. 6.

In the figure: 1. a water-permeable asphalt layer; 2. a water collection cavity; 3. a water discharge tank; 4. a first arc-shaped plate; 5. a water permeable cotton layer; 6. a water seepage tank; 7. a water seepage cotton block; 8. a second arc-shaped plate; 9. a vertical slide bar; 10. a sliding groove; 11. an elastic deformation plate; 12. a rigid support plate; 13. a rigid limit plate; 14. a guide groove; 15. a guide bar; 16. a reinforcing bar; 17. a ground layer; 18. a crushed stone layer; 19. and a concrete layer.

Detailed Description

The present invention will be described in detail with reference to the accompanying drawings and examples.

The municipal administration water-permeable asphalt road comprises a supporting part and a water-permeable asphalt layer 1 which are sequentially arranged from bottom to top, the structural strength and the stability of the road are enhanced through the structural strength and the stability of the supporting part, the water-permeable asphalt part can be positioned at a stable position, the integral structure and the function of the water-permeable asphalt part are kept stable, the integral water-permeable performance of the road is further enhanced through the partial water-permeable function of the water-permeable asphalt material, the water accumulation quantity appearing on the water-permeable asphalt layer 1 and the surface of the road is reduced, the integral water-permeable and drainage performance of the structure is improved, a deformation water-permeable part is arranged between the water-permeable asphalt layer 1 and the supporting part, a water-collecting cavity 2 is arranged between the deformation water-permeable part and the supporting part, the water-collecting cavity 2 is used for the structures of the water-permeable asphalt layer 1 and the stable water-collecting cavity 2 at the surrounding part through the support of the deformation water-permeable part, and the formed water-collecting cavity 2 is used for ensuring that the interior of the road has a space for water to flow through, and then make the water that seeps down via infiltration asphalt layer 1 and deformation infiltration portion can be drained away more rapidly via water collecting cavity 2, and then the reinforcing structure is whole to the drainage performance of drawing of water, reduces the ponding volume that appears on the road surface, is located and has seted up a plurality of water drainage tank 3 on the top surface of the supporting part of water collecting cavity 2 width direction, realizes the drainage effect of drawing to the water in water collecting cavity 2 through the water drainage tank 3 that forms, draws the drainage and collects this partial water.

As shown in fig. 5-7, the deformation infiltration portion includes first arc 4 and the cotton layer of infiltration 5 with first arc 4 upper and lower both sides terminal surface fixed connection, run through on the first arc 4 and seted up a plurality of infiltration grooves 6, the cotton piece 7 of infiltration that both ends all offseted with the cotton layer of infiltration 5 is filled in the infiltration groove 6, the cotton layer of infiltration 5 and the cotton piece 7 of infiltration all have the compound nylon fiber to form of infiltration, be located fixedly connected with second arc 8 on the supporting part of first arc 4 below, water can be absorbed by the cotton layer of infiltration 5 when crossing infiltration pitch layer 1, the water of the cotton layer of infiltration 5 permeates water and permeates the cotton piece 7 of infiltration and states the groove and get into the cotton layer of infiltration 5 of below to flow downwards along the cambered surface of second arc 8.

As shown in fig. 1-4, the bottom of the first arc-shaped plate 4 is fixedly connected with a plurality of vertical sliding rods 9 slidably connected with the second arc-shaped plate 8, the first arc-shaped plate 4 and the second arc-shaped plate 8 are slidably connected stably through the sliding between the vertical sliding rods 9 and the second arc-shaped plate 8, the first arc-shaped plate 4, the second arc-shaped plate 8 and the vertical sliding rods 9 are all made of stainless steel, a plurality of sliding grooves 10 with the same length as the supporting portions are distributed on the top surface of the supporting portion in an array manner, elastic deformation plates 11 are fixedly connected in the sliding grooves 10, the top of the elastic deformation plates 11 is fixedly connected with rigid supporting plates 12 abutted against the bottom of the vertical sliding rods 9, the elastic deformation plates 11 are made of elastic rubber, the rigid supporting plates 12 are made of stainless steel, the sliding grooves 10 are formed to realize the stable placement and limiting effects on the elastic deformation plates 11 and the rigid supporting plates 12, when infiltration pitch layer 1 receives pressure the back can exert the effort downwards, and then realize the extrusion deformation to first arc 4, can realize the extrusion deformation to infiltration cotton layer 5 this moment, make the cotton layer 5 internal water of infiltration extruded, make the performance of the surface course moisture absorption of seeping water reset, the in-process of first arc 4 down deformation can drive vertical slide bar 9 and slide, the extrusion to rigid support board 12 can be realized to vertical slide bar 9 gliding in-process, rigid support board 12 removes the extrusion that realizes elastic deformation board 11, the elasticity that elastic deformation board 11 produced through deformation promotes rigid support board, vertical slide bar 9 and first arc 4 reset better, ensure the stability of deformation infiltration portion overall structure and function.

As shown in fig. 4-7, the top surface of the supporting portion is fixedly connected with a rigid limiting plate 13 symmetrically arranged relative to the water-permeable asphalt layer 1, the bottom surface of the rigid limiting plate 13 is welded with a plurality of reinforcing rods 16 penetrating into the supporting portion, the rigid limiting rod and the reinforcing rods 16 are made of stainless steel, the stability of the overall structural strength of the rigid limiting plate 13 and the reinforcing rods 16 is ensured by utilizing the characteristic of good strength of the stainless steel, meanwhile, the contact area of the joint between the rigid limiting plate 13 and the supporting portion is increased by the arranged reinforcing rods 16, so that the state of the rigid limiting plate 13 is more stable, the overall limiting performance of the rigid limiting plate 13 is further enhanced, a plurality of guide grooves 14 vertically arranged in the length direction penetrate through the rigid limiting plate 13, and a plurality of guide rods 15 sliding in the guide grooves 14 are fixedly connected to the side wall of the first arc-shaped plate 4, leave the space that supplies first arc 4 to deform between first arc 4 and the rigidity limiting plate 13, realize the guide effect to first arc 4 deformation through the slip of guide bar 15 in guide way 14, ensure that first arc 4 is whole to be deformed smoothly with the steady of reset process.

As shown in fig. 1 and 2, the supporting part includes ground basic unit 17, rubble layer 18 and the concrete layer 19 that set gradually from bottom to top, realizes the stable support to superstructure through the ground basic unit 17 that forms, utilizes rubble layer 18 to realize slowing down to the velocity of flow of the rivers of flowing down in the top, and then can reduce rivers to the impact of ground basic unit 17, realizes the reinforcing to structural overall structure stability, utilizes the structural strength that concrete layer 19 has to realize the reinforcing to structural overall strength.

The working principle is as follows: the water permeates downwards from the water seepage asphalt layer 1, the water seepage cotton layer 5 flowing to the top of the first arc-shaped plate 4 is absorbed by the water seepage cotton layer 5, the water in the water seepage cotton layer 5 passes through the water seepage cotton block 7 and the water seepage groove 6 and enters the water seepage cotton layer 5 below the first arc-shaped plate 4, the water in the water seepage cotton layer 5 flows along the plate surfaces of the first arc-shaped plate 4 and the second arc-shaped plate 8 after being adsorbed and saturated, so that the water flows into the water collection cavity 2 and flows to the water drainage groove 3, the water seepage asphalt layer 1 deforms downwards when being subjected to external force, the extrusion deformation of the first arc-shaped plate 4 is realized, the water seepage cotton block 7 between the first arc-shaped plate 4 and the second arc-shaped plate 8 can be extruded and deformed in the process of the downward deformation of the first arc-shaped plate 4, the water in the water seepage cotton layer 5 can be rapidly discharged and flows downwards along the plate surface of the second arc-shaped plate 8 and flows into the water drainage groove 3 to be discharged, vertical slide bar 9 can the lapse in this in-process, and vertical slide bar 9 slides and can realize pushing rigid support board 12 and the extrusion deformation of elastic deformation board 11, pushes vertical slide bar 9 of rigid support board 12 and rigid support board 12 top under the effect of the elastic force that elastic deformation's elastic deformation board 11 produced and promotes for first arc 4 can reset better, realizes the stable of deformation infiltration water portion and resets.

It is above only the utility model discloses a preferred embodiment, the utility model discloses a scope of protection does not only confine above-mentioned embodiment, the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.

Claims

1. The utility model provides a municipal administration bituminous road that permeates water which characterized in that: including supporting part and infiltration pitch layer (1) that set gradually from bottom to top, be equipped with deformation infiltration portion between infiltration pitch layer (1) and the supporting part, it is equipped with chamber (2) that catchments to enclose between deformation infiltration portion and the supporting part, is located chamber (2) width direction of catchmenting a plurality of water drainage tank (3) have been seted up on the top surface of supporting part.

2. The municipal water-permeable asphalt road according to claim 1, wherein: deformation infiltration portion includes first arc (4) and with first arc (4) about both sides terminal surface fixed connection's the cotton layer of infiltration (5), run through on first arc (4) and seted up a plurality of infiltration grooves (6), the cotton piece of infiltration (7) that all offsets with the cotton layer of infiltration (5) in infiltration groove (6) intussuseption both ends.

3. The municipal water-permeable asphalt road according to claim 2, wherein: the supporting part is fixedly connected with a second arc-shaped plate (8) below the first arc-shaped plate (4), and the bottom of the first arc-shaped plate (4) is fixedly connected with a plurality of vertical sliding rods (9) which are connected with the second arc-shaped plate (8) in a sliding manner.

4. The municipal water-permeable asphalt road according to claim 3, wherein: a plurality of sliding grooves (10) with the same length are distributed on the top surface of the supporting portion in an array mode, an elastic deformation plate (11) is fixedly connected in each sliding groove (10), and a rigid supporting plate (12) which is abutted to the bottom of the vertical sliding rod (9) is fixedly connected to the top of the elastic deformation plate (11).

5. The municipal water-permeable asphalt road according to claim 2, wherein: fixedly connected with rigidity limiting plate (13) for the setting of infiltration pitch layer (1) symmetry on the top surface of supporting part, run through on rigidity limiting plate (13) and set up a plurality of guide ways (14) of the vertical setting of length direction, fixedly connected with is at a plurality of guide bars (15) that slide in guide way (14) on the lateral wall of first arc (4).

6. The municipal water-permeable asphalt road according to claim 5, wherein: the bottom surface of the rigid limit plate (13) is fixedly connected with a plurality of reinforcing rods (16) penetrating into the supporting part.

7. The municipal water-permeable asphalt road according to claim 1, wherein: the supporting part comprises a ground base layer (17), a gravel layer (18) and a concrete layer (19) which are sequentially arranged from bottom to top.