CN219218572U

CN219218572U - Gardens pavement structure of reduction rainy season granite subsidence fracture rate

Info

Publication number: CN219218572U
Application number: CN202223341716.7U
Authority: CN
Inventors: 李平; 刘德永; 于娇; 卞晓芳; 陈冰艳; 官士坤; 赵士华
Original assignee: Shandong Puli Garden Engineering Co ltd
Current assignee: Shandong Puli Garden Engineering Co ltd
Priority date: 2022-12-13
Filing date: 2022-12-13
Publication date: 2023-06-20
Anticipated expiration: 2032-12-13

Abstract

The utility model relates to a gardens road surface field of mating formation specifically discloses a gardens structure of mating formation of breaking rate that reduces rain season granite subsidence, it includes the road base layer, the top of road base layer has set gradually intermediate level and ceramic tile, the both sides of road base layer all set up the escape canal, the up end of ceramic tile is provided with the water conservancy diversion structure that is used for guiding road surface ponding to the road surface both sides, be provided with first drain pipe and a plurality of second drain pipe in the below of ceramic tile seam crossing in the intermediate level, the both ends of second drain pipe communicate with first drain pipe and escape canal respectively, logical groove has all been seted up to one side that first drain pipe and second drain pipe are close to the ceramic tile, logical groove is located the below of ceramic tile seam crossing and communicates with ceramic tile seam crossing, be provided with the filter equipment who is arranged in filtering the ceramic tile seam crossing infiltration sediment in the intermediate level. The problem that thereby this application can improve among the correlation technique silt and block up drainage hole and drainage tube influence road surface drainage efficiency.

Description

Gardens pavement structure of reduction rainy season granite subsidence fracture rate

Technical Field

The application relates to the field of garden pavement, in particular to a garden pavement structure for reducing the sinking fracture rate of granite in rainy season.

Background

Granite has good wear resistance and decorative effect, so in garden construction, granite is often used as stone for paving a road surface. The roadbed of garden road is usually soil layer, and in the season that the rainwater is more, the roadbed subsides under the erosion of rainwater easily, and because the granite has brittleness, if the roadbed subsides, lay in the granite on road surface and subside or break easily, influence the life of road surface.

The utility model provides a chinese patent with publication No. CN211340283U in the related art, a granite drainage flooring structure is proposed, including the road bed layer and evenly lay in the ceramic tile at road bed layer top, the escape canal that drainage was used has been seted up to road bed layer both sides, cement layer has been laid between road bed layer and the ceramic tile, the ceramic tile passes through cement layer and road bed layer and realizes fixed connection, cement layer is provided with a plurality of drain pipes along road width direction even interval, the drain pipe is located between two rows of ceramic tiles and both ends are linked together with the escape canal respectively, drain pipe periphery side symmetry is provided with multiunit honeycomb duct, every honeycomb duct of group is located every ceramic tile below respectively, the honeycomb duct is provided with the drainage mechanism that is used for guiding ceramic tile surface ponding entering honeycomb duct, have the advantage of strengthening ceramic tile drainage ability.

In the related art, accumulated water on the pavement flows into the drainage tube through the drainage holes in the floor tiles and then enters the drainage ditch through the drainage tube, and as sediment is generally mixed in accumulated water on the pavement in gardens, the drainage holes and the drainage tube are easily blocked by the sediment, so that the drainage efficiency of the pavement is affected.

Disclosure of Invention

In order to improve the problem that the drainage hole and drainage tube are blocked up by silt in the related art, thereby influence road surface drainage efficiency, the application provides a gardens pavement structure of reduction rainy season granite subsidence fracture rate.

The application provides a reduce gardens pavement structure of rain season granite subsidence fracture rate adopts following technical scheme:

the utility model provides a gardens pavement structure for reducing rain season granite subsidence breaking rate, includes the road base layer, the top of road base layer is provided with the intermediate level, the ceramic tile has been laid to the top of intermediate level, the both sides of road base layer all are provided with the escape canal that extends along the road direction, the up end of ceramic tile is provided with the water conservancy diversion structure that is used for guiding road surface ponding to the road both sides, be provided with first drain pipe and a plurality of second drain pipes in the intermediate level in the below of ceramic tile seam crossing, first drain pipe extends along the road direction, the both ends of second drain pipe respectively with first drain pipe with escape canal intercommunication;

the first drain pipe with the second drain pipe is close to one side of ceramic tile has all seted up logical groove, logical groove is followed first drain pipe or the length direction of second drain pipe extends, logical groove is located the below of ceramic tile seam crossing and communicates with ceramic tile seam crossing, be provided with the filter mechanism who is arranged in filtering the ceramic tile seam crossing aquatic silt.

By adopting the technical scheme, when raining, the diversion structure guides accumulated water on the road surface to two sides of the road surface, and then the rainwater falls into the drainage ditch; under normal conditions, the seam of the floor tile also has ponding, and the ponding can permeate downwards along the gap between the floor tile, and at the infiltration in-process, filtering mechanism filters water, then water in the first drain pipe of through groove entering or second drain pipe, the water in the first drain pipe is pooled into the second drain pipe, then flow into the escape canal, thereby the problem that thereby the drainage efficiency of road surface was influenced in silt jam drainage hole and drainage tube in the correlation technique has been improved, realize efficient road surface drainage, the erosion of rainwater to the road base layer has been reduced, thereby reduce the condition that the granite ceramic tile takes place to sink or rupture in rainy season.

Optionally, the filtering mechanism includes a sponge layer disposed in the middle layer and located between the through groove and the tile seam.

Through adopting above-mentioned technical scheme, the in-process that the road surface ponding was permeated downwards along the gap between the ceramic tile has passed through the filtration of filter layer, then in getting into first drain pipe or second drain pipe through logical groove again, helps avoiding silt in the water to block up logical groove to make the infiltration of ceramic tile seam crossing get into in first drain pipe or the second drain pipe smoothly.

Optionally, the guiding structure is a guiding groove formed in the upper end face of the floor tile, and the guiding groove extends downwards from the middle of the road surface to two sides in an inclined manner.

Through adopting above-mentioned technical scheme, ponding on road surface flows to the road surface both sides along the guiding gutter under the action of gravity, and ponding falls into the escape canal after flowing out from the guiding gutter.

Optionally, a supporting mechanism for increasing the strength of the middle layer is arranged in the middle layer.

By adopting the technical scheme, the supporting mechanism can increase the strength of the middle layer, so that the sinking or breaking condition of the floor tile is reduced.

Optionally, the supporting mechanism includes a plurality of steel reinforcement cages, the steel reinforcement cage sets up between two adjacent second drain pipes.

By adopting the technical scheme, the reinforcement cage plays a supporting role on the floor tile, and the strength of the middle layer is increased, so that the sinking or breaking condition of the floor tile is reduced.

Optionally, both sides of the intermediate layer and the road base layer extend obliquely downward.

By adopting the technical scheme, the inclined plane extending downwards obliquely is beneficial to the accumulated water on the road surface to smoothly flow to the drainage ditch.

Optionally, waterproof layers are arranged on two sides of the middle layer and the road base layer.

Through adopting above-mentioned technical scheme, the waterproof layer has reduced the condition that the rainwater permeated into intermediate level and road bed layer from the both sides on road surface, is favorable to improving the intensity of intermediate level and road bed layer to reduce the condition of ceramic tile subsidence or rupture.

Optionally, an adhesion layer is disposed between two adjacent tiles.

By adopting the technical scheme, the adhesion layer adheres two adjacent floor tiles, which is favorable for improving the connection strength between the floor tiles, thereby reducing the sinking or breaking condition of the floor tiles.

In summary, the present application includes at least one of the following beneficial technical effects:

1. through the arrangement of the diversion trench, the drainage ditch, the first drainage pipe, the second drainage pipe, the through groove and the filtering mechanism, when raining, the diversion trench guides accumulated water on the road surface to two sides of the road surface, and then rainwater falls into the drainage ditch; in the process that accumulated water at the joint of the floor tiles permeates downwards along the gaps between the floor tiles, the filtering mechanism filters water, then the water enters the first drain pipe or the second drain pipe through the through grooves and finally flows into the drain ditch, so that the problem that sediment in the related art blocks the drainage holes and the drainage pipes to influence the drainage efficiency of the road surface is solved, efficient road surface drainage is realized, the erosion of rainwater to a road base layer is reduced, and the situation that the granite floor tile is sunk or broken in rainy seasons is reduced;

2. the reinforcement cage plays a supporting role on the floor tile, and the strength of the middle layer is increased, so that the situation that the floor tile is sunk or broken is reduced;

3. the waterproof layer reduces the condition that rainwater permeates into the middle layer and the roadbed layer from two sides of the pavement, is favorable for improving the strength of the middle layer and the roadbed layer, and therefore reduces the condition that the floor tiles sink or break.

Drawings

Fig. 1 is a schematic overall structure of an embodiment of the present application.

Fig. 2 is a schematic cross-sectional view taken along line A-A in fig. 1.

Fig. 3 is a schematic view mainly used for showing the first drain pipe, the second drain pipe and the reinforcement cage in the embodiment of the application.

Reference numerals: 1. a road base layer; 2. an intermediate layer; 3. floor tiles; 4. a drainage ditch; 5. a diversion trench; 6. a first drain pipe; 7. a second drain pipe; 8. a through groove; 9. the joint of the floor tile; 10. a sponge layer; 11. a reinforcement cage; 12. a waterproof layer; 13. and an adhesion layer.

Detailed Description

The present application is described in further detail below in conjunction with figures 1-3.

The embodiment of the application discloses gardens pavement structure that reduces rain season granite and sink fracture rate. Referring to fig. 1 and 2, the gardens pavement structure that reduces the breaking rate of sinking granite in rainy season includes road base layer 1, and the top of road base layer 1 is provided with intermediate level 2, and ceramic tile 3 has been laid to the top of intermediate level 2, and the both sides of road base layer 1 all are provided with along the escape canal 4 that the road direction extends, and the up end of ceramic tile 3 is provided with the water conservancy diversion structure that is used for guiding road surface ponding to the road surface both sides.

Referring to fig. 1 and 3, a first drain pipe 6 and a plurality of second drain pipes 7 are provided below the floor tile joints 9 in the intermediate layer 2, the first drain pipe 6 extending in the road direction, and both ends of the second drain pipe 7 communicating with the first drain pipe 6 and the drain ditch 4, respectively.

Referring to fig. 2 and 3, a through groove 8 is formed in one side, close to the floor tile 3, of each of the first drain pipe 6 and the second drain pipe 7, the through groove 8 extends along the length direction of the first drain pipe 6 or the second drain pipe 7, the through groove 8 is located below the floor tile joint 9 and is communicated with the floor tile joint 9, and a filtering mechanism for filtering sediment in water seepage at the floor tile joint 9 is arranged in the middle layer 2.

When raining, the flow guiding structure guides accumulated water on the road surface to two sides of the road surface, and then the rainwater falls into the drainage ditch 4; normally, there will also be water at the tile seams 9, which will penetrate down the gaps between the tiles 3. In the infiltration process, the filtering mechanism filters water, and silt in the water is held back by the filtering mechanism, and water continues to permeate downwards, then water passes through the through groove 8 and gets into in the first drain pipe 6 or the second drain pipe 7, and the water in the first drain pipe 6 is pooled into the second drain pipe 7, finally flows into the escape canal 4. Thus, the problem that sediment blocks the drainage hole and the drainage tube in the related art to influence the drainage efficiency of the road surface is solved, the efficient drainage of the road surface is realized, the erosion of rainwater to the road base layer 1 is reduced, and the situation that the granite floor tile is sunk or broken in rainy season is reduced.

Referring to fig. 1 and 2, the diversion structure is a diversion trench 5 formed on the upper end surface of the floor tile 3, and the diversion trench 5 extends downwards from the middle of the road surface to two sides in an inclined manner. In order to improve the drainage efficiency, a plurality of parallel diversion trenches 5 can be arranged on each floor tile 3. Further, both sides of the intermediate layer 2 and the road base layer 1 extend obliquely downward.

The accumulated water on the road surface flows to the two sides of the road surface along the diversion trenches 5 under the action of gravity, and then flows to the drainage ditch 4 along the inclined planes extending downwards obliquely at the two sides of the middle layer 2 and the roadbed layer 1, so that the accumulated water on the road surface is drained.

Referring to fig. 2, the filter mechanism comprises a sponge layer 10 disposed in the middle layer 2 between the through channels 8 and the tile seams 9.

In the process of downwards penetrating the pavement ponding along the gaps between the floor tiles 3, the sediment in the water is trapped by the sponge layer 10 after being filtered by the filtering layer, the water continuously downwards penetrates, and the water passes through the through grooves 8 and then enters the first drain pipe 6 or the second drain pipe 7. The sponge layer 10 helps to avoid clogging of the through grooves 8 by silt in the water, so that water seepage at the floor tile joints 9 smoothly enters the first drain pipe 6 or the second drain pipe 7.

The intermediate layer 2 is a cement layer, and in order to increase the strength of the intermediate layer 2, referring to fig. 3, a support mechanism for increasing the strength of the intermediate layer 2 is provided in the intermediate layer 2. Specifically, the supporting mechanism includes a plurality of reinforcement cages 11, and the reinforcement cage 11 is disposed between two adjacent second drain pipes 7.

The reinforcement cage 11 forms a framework of the middle layer 2, and increases the strength of the middle layer 2, thereby reducing the sinking or breaking condition of the floor tile 3.

In order to reduce erosion of the intermediate layer 2 and the roadbed layer 1 by rainwater, referring to fig. 1 and 2, both sides of the intermediate layer 2 and the roadbed layer 1 are provided with waterproof layers 12. The waterproof layer 12 is a material with poor water permeability, and in this embodiment, the waterproof layer 12 is a granite brick layer.

The waterproof layer 12 reduces the condition that rainwater penetrates into the middle layer 2 and the roadbed layer 1 from two sides of the pavement, and is beneficial to improving the strength of the middle layer 2 and the roadbed layer 1, so that the condition that the floor tiles 3 sink or break is reduced.

Further, referring to fig. 1 and 2, an adhesive layer 13 is provided between two adjacent tiles 3. In this embodiment, the adhesion layer 13 is a cement mortar layer.

The adhesion layer 13 adheres two adjacent tiles 3, which is beneficial to improving the connection strength between the tiles 3, thereby reducing the sinking or breaking condition of the tiles 3. And because the cement mortar layer has certain water permeability, the ponding of the floor tile joint 9 can permeate downwards through the adhesion layer 13 into the middle layer 2 and then be discharged by the first drain pipe 6 or the second drain pipe 7.

The implementation principle of the garden pavement structure for reducing the sinking fracture rate of granite in rainy seasons is as follows: when raining, the diversion trenches 5 guide accumulated water on the road surface to two sides of the road surface, and then the rainwater falls into the drainage ditches 4; normally, the seam 9 of the floor tile also has ponding, the ponding can permeate downwards along the seam between the floor tiles 3, in the infiltration process, the sponge layer 10 filters water, then water enters the first drain pipe 6 or the second drain pipe 7 through the through groove 8, water in the first drain pipe 6 is converged into the second drain pipe 7 and finally flows into the drain ditch 4, thus the problem that sediment blocks drainage holes and drainage pipes in the related art to influence the drainage efficiency of the road surface is solved, efficient road surface drainage is realized, the erosion of rainwater to the road base layer 1 is reduced, and the situation that the granite floor tile is sunk or broken in rainy season is reduced.

The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.

Claims

1. The utility model provides a gardens pavement structure of breaking rate is subsided to reduction rainy season granite, includes road base layer (1), the top of road base layer (1) is provided with intermediate level (2), ceramic tile (3) have been laid to the top of intermediate level (2), the both sides of road base layer (1) all are provided with escape canal (4) that extend along the road direction, its characterized in that: the upper end face of the floor tile (3) is provided with a flow guiding structure for guiding accumulated water on the road surface to two sides of the road surface, a first drain pipe (6) and a plurality of second drain pipes (7) are arranged below a floor tile joint (9) in the middle layer (2), the first drain pipe (6) extends along the road direction, and two ends of the second drain pipe (7) are respectively communicated with the first drain pipe (6) and the drain ditch (4);

the utility model discloses a floor tile, including floor tile seam crossing (9), first drain pipe (6) with lead to groove (8) have all been seted up to one side that second drain pipe (7) are close to floor tile (3), lead to groove (8) along the length direction of first drain pipe (6) or second drain pipe (7) extends, lead to groove (8) be located the below of floor tile seam crossing (9) and with floor tile seam crossing (9) intercommunication, be provided with the filtering mechanism who is arranged in filtering floor tile seam crossing (9) infiltration aquatic silt in intermediate level (2).

2. The garden pavement structure for reducing the sinking fracture rate of granite in rainy seasons according to claim 1, which is characterized in that: the filtering mechanism comprises a sponge layer (10) which is arranged in the middle layer (2) and is positioned between the through groove (8) and the floor tile joint (9).

3. The garden pavement structure for reducing the sinking fracture rate of granite in rainy seasons according to claim 1, which is characterized in that: the diversion structure is a diversion trench (5) which is arranged on the upper end face of the floor tile (3), and the diversion trench (5) extends downwards from the middle of the road surface to the two sides in an inclined way.

4. The garden pavement structure for reducing the sinking fracture rate of granite in rainy seasons according to claim 1, which is characterized in that: the middle layer (2) is provided with a supporting mechanism for increasing the strength of the middle layer (2).

5. The garden pavement structure for reducing the sinking fracture rate of granite in rainy seasons according to claim 4, which is characterized in that: the support mechanism comprises a plurality of reinforcement cages (11), and the reinforcement cages (11) are arranged between two adjacent second drain pipes (7).

6. The garden pavement structure for reducing the sinking fracture rate of granite in rainy seasons according to claim 1, which is characterized in that: both sides of the middle layer (2) and the roadbed layer (1) extend downwards in an inclined way.

7. The garden pavement structure for reducing the sinking fracture rate of granite in rainy seasons according to claim 6, wherein: both sides of the middle layer (2) and the roadbed layer (1) are provided with waterproof layers (12).

8. The garden pavement structure for reducing the sinking fracture rate of granite in rainy seasons according to claim 1, which is characterized in that: an adhesion layer (13) is arranged between two adjacent floor tiles (3).