CN212895758U

CN212895758U - Town road drainage structures

Info

Publication number: CN212895758U
Application number: CN202021440309.XU
Authority: CN
Inventors: 徐健康
Original assignee: Lechang Residential Construction Engineering Co Ltd
Current assignee: Lechang Residential Construction Engineering Co Ltd
Priority date: 2020-07-18
Filing date: 2020-07-18
Publication date: 2021-04-06
Anticipated expiration: 2030-07-18

Abstract

The application relates to a municipal road drainage structure, which comprises a road body and drainage channels arranged on two sides of the road body, wherein the road body consists of a concrete surface layer and a road base layer from top to bottom, and a plurality of floor tiles are laid on the upper surface of the concrete surface layer; a drainage cavity communicated with the drainage channel is formed in the floor tile, a plurality of anti-skid protrusions are protruded on the upper surface of the floor tile, a plurality of through holes communicated with the drainage cavity are formed in the upper surface of the floor tile, and the through holes are located at the lowest position between every two adjacent anti-skid protrusions; this application can drain away the ponding on ceramic tile surface fast, avoids the pedestrian to slide.

Description

Town road drainage structures

Technical Field

The application relates to the field of road structures, in particular to a municipal road drainage structure.

Background

Roads for pedestrians to pass through, i.e. sidewalks, are also part of municipal road construction.

The existing pavement of the sidewalk is mostly formed by splicing bricks for people to walk. But some ceramic tiles of laying at present can not be fine play skid-proof effect to because there is ponding in the surface of back ceramic tile behind the rain, make the road surface become wet and slippery, the phenomenon that the pedestrian can take place to slip easily when walking, have potential safety hazard.

SUMMERY OF THE UTILITY MODEL

In order to solve the problem that the pedestrian easily slips, this application provides a town road drainage structure.

The application provides a town road drainage structures adopts following technical scheme.

A municipal road drainage structure comprises a road body and drainage channels arranged on two sides of the road body, wherein the road body consists of a concrete surface layer and a road base layer from top to bottom, and a plurality of floor tiles are paved on the upper surface of the concrete surface layer; the floor tile is characterized in that a drainage cavity communicated to the drainage channel is formed in the floor tile, a plurality of anti-skid protrusions are protruded on the upper surface of the floor tile, a plurality of through holes communicated to the drainage cavity are formed in the upper surface of the floor tile, and the through holes are located at the lowest position between every two adjacent anti-skid protrusions.

By adopting the technical scheme, when raining, accumulated water on the surface of the floor tile flows into the drainage channel through the through holes and the drainage cavities in sequence, and compared with a conventional drainage mode of a road surface-drainage channel, the drainage cavity is additionally arranged to directly receive and contain the accumulated water on the surface of the floor tile, so that the condition that the accumulated water is too much due to too slow drainage on the surface of the floor tile is avoided, the accumulated water on the surface of the floor tile is quickly drained, and pedestrians are prevented from sliding to the surface of the floor tile; and each anti-skid bulge forms an uneven structure, and has a certain anti-skid effect.

Preferably: two side surfaces of the floor tiles in the width direction are provided with drain holes in a penetrating mode, the drainage cavities of the two adjacent floor tiles are communicated through the drain holes, and the drainage cavity of the floor tile located on the outer side is communicated with the drainage channel through the drain holes.

Adopt above-mentioned technical scheme, through setting up the outlet for the drainage cavity of each ceramic tile communicates each other, thereby makes ponding can evenly share, avoids a drainage intracavity ponding too much and leads to the condition of not following the drainage speed.

Preferably: the upper surface of the concrete surface layer is paved into a structure with a high middle part and a low edge along the width direction of the road body, and each floor brick is paved along the upper surface of the concrete surface layer.

By adopting the technical scheme, water in the drainage cavity can be guided into the drainage cavity more quickly, and the surface water of the floor tile can directly flow into the drainage channel along the slope, so that quick bidirectional drainage is realized, and the drainage speed of the road is further improved.

Preferably: the surface of the antiskid lug is in a dome shape with a high middle edge and a low edge, a plurality of antiskid grooves are formed in the surface of the antiskid lug, and the antiskid grooves radially extend to the edge with the highest point of the antiskid lug.

By adopting the technical scheme, the anti-skid effect of the anti-skid protrusions can be further improved by arranging the anti-skid grooves; the anti-slip grooves have the function of guiding water flow, so that accumulated water on the surface of the floor tile can be diffused to the concave parts among the anti-slip bulges and flow to the through holes along the concave parts or directly flow into the drainage channel, and the drainage effect is further improved.

Preferably: the upper surface of the floor tile is provided with criss-cross longitudinal and transverse net grooves, the anti-skid protrusions are positioned at meshes of the longitudinal and transverse net grooves, and the longitudinal and transverse net grooves are respectively communicated with the anti-skid grooves and the through holes.

By adopting the technical scheme, the longitudinal and transverse net grooves play a role in communicating the anti-skid grooves and the through holes, and accumulated water on the surface of the floor tile can be drained away quickly.

Preferably: the inner diameter of the through hole is gradually increased from top to bottom.

By adopting the technical scheme, when the blockage at the upper end opening of the through hole is caused, the blockage can drop into the drainage cavity without obstruction only by dredging downwards, so that the through hole is dredged conveniently.

Preferably: at least one reinforcing plate is fixedly connected in the drainage cavity, and the side edges of the reinforcing plates are respectively abutted to the inner wall of the drainage cavity.

By adopting the technical scheme, the reinforcing plate plays a role in reinforcing the structural strength of the floor tile, and the condition that the structural strength of the floor tile is too low due to the existence of too large holes in the drainage cavity can be avoided.

Preferably: a filter screen is arranged on the outer side surface of the floor tile positioned on the outer side; the reinforcing plate in the floor tile positioned on the outer side extends towards the direction of the drainage channel to form a connecting side protrusion, the upper part of the connecting side protrusion is provided with a groove, the lower part of the filter screen is provided with an embedding groove matched with the groove, and the side surface of the filter screen props against the side surface of the floor tile and covers the drainage hole.

Adopt above-mentioned technical scheme, through setting up the filter screen, can avoid when water level rises in the drainage canal, the debris of surface of water get into the drainage intracavity through the outlet and lead to the condition of drainage chamber jam to connect the side through setting up and extending the setting with the reinforcing plate and protruding, be convenient for the prefabrication of ceramic tile and the installation of filter screen.

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

1. through the arrangement of the through holes and the drainage cavity, accumulated water on the surface of the floor tile can be directly received and contained, so that the condition that the accumulated water is too much due to too slow drainage on the surface of the floor tile is avoided, the accumulated water on the surface of the floor tile is quickly drained, and pedestrians are prevented from slipping;

2. the anti-skid grooves and the vertical and horizontal net grooves are formed in the surface of the floor tile, so that water drainage can be accommodated and accelerated, and the condition that water is accumulated on the surface of the floor tile to be too much is avoided.

Drawings

FIG. 1 is a schematic view of the overall structure of the present embodiment;

fig. 2 is an exploded view of the present embodiment for illustrating the installation relationship of the floor tile and the filter screen.

Description of reference numerals: 1. a road body; 2. a drainage channel; 3. floor tiles; 11. a roadbed layer; 12. a concrete facing; 31. a drainage cavity; 32. a through hole; 33. a water drain hole; 34. a reinforcing plate; 341. a connection side protrusion; 342. a groove; 35. filtering with a screen; 351. embedding grooves; 36. a longitudinal and transverse net slot; 37. anti-skid projections; 38. and (4) an anti-slip groove.

Detailed Description

The present application will be described in further detail below with reference to the accompanying drawings.

The embodiment of the application discloses town road drainage structures. Referring to fig. 1, the road body 1 comprises a road body 1 and drainage channels 2 arranged on two sides of the road body 1, wherein the road body 1 is composed of a concrete surface layer 12 and a road base layer 11 from top to bottom, a structure with a high middle part and low edges is paved on the upper surface of the concrete surface layer 12 along the width direction of the road body 1, and a plurality of floor tiles 3 are paved on the upper surface of the concrete surface layer 12.

As shown in fig. 2, a drainage cavity 31 communicated with the drainage channel 2 is formed inside the floor tile 3, a plurality of through holes 32 communicated with the drainage cavity 31 are formed on the upper surface of the floor tile 3, and the inner diameter of each through hole 32 is gradually increased from top to bottom; drainage holes 33 are formed through both side surfaces of the floor tiles 3 in the width direction, the drainage cavities 31 of two adjacent floor tiles 3 are communicated through the drainage holes 33, and the drainage cavity 31 of the floor tile 3 positioned on the outer side is communicated with the drainage channel 2 through the drainage holes 33.

Accumulated water on the surface of the floor tile 3 can sequentially pass through the through hole 32, the drainage cavity 31 and the drainage hole 33 and flow into the drainage channel 2, so that quick drainage is realized.

As shown in fig. 2, at least one reinforcing plate 34 is fixedly connected in the drainage cavity 31, and the side edges of the reinforcing plate 34 are respectively abutted against the inner wall of the drainage cavity 31, so that the structural strength of the integral floor tile 3 can be improved; a connecting side protrusion 341 extends towards the direction of the drainage channel 2 from the reinforcing plate 34 in the floor tile 3 positioned at the outer side, a groove 342 is formed at the upper part of the connecting side protrusion 341, a filter screen 35 is arranged at the outer side surface of the floor tile 3 positioned at the outer side, and an embedding groove 351 matched with the groove 342 is formed at the lower part of the filter screen 35; through the scarf groove 351, install filter screen 35 in the ceramic tile 3 outside, make the side of filter screen 35 contradict in the side of ceramic tile 3 and cover outlet 33, play the effect of isolated drainage channel 2 interior debris.

The upper surface of the floor tile 3 is provided with criss-cross vertical and horizontal net grooves 36, the upper surface of the floor tile 3 is protruded with a plurality of anti-skid protrusions 37 respectively positioned at the meshes of the vertical and horizontal net grooves 36, the surfaces of the anti-skid protrusions 37 are in a dome shape with a high middle and a low edge, and the through hole 32 is positioned at the lowest position between two adjacent anti-skid protrusions 37 (namely positioned in the vertical and horizontal net grooves 36); the surface of the anti-skid projection 37 is provided with a plurality of anti-skid grooves 38, each anti-skid groove 38 extends radially to the edge with the highest point of the anti-skid projection 37, and the tail end of the anti-skid groove 38 is communicated with the longitudinal and transverse net grooves 36.

The implementation principle of the embodiment is as follows: when raining, accumulated water on the surface of the floor tile 3 sequentially flows into the drainage channel 2 through the through hole 32 and the drainage cavity 31, and compared with a conventional drainage mode of the road surface-drainage channel 2, the drainage cavity 31 is additionally arranged to directly receive and contain the accumulated water on the surface of the floor tile 3, so that the condition that the accumulated water is too much due to too slow drainage on the surface of the floor tile 3 is avoided, the accumulated water on the surface of the floor tile 3 is quickly drained, and pedestrians are prevented from slipping;

meanwhile, the anti-skid effect of the surface of the floor tile 3 can be further increased by arranging the anti-skid grooves 38 and the longitudinal and transverse net grooves 36; and the two have the effect of holding ponding and guide rivers, can be fast with the ponding diffusion of ceramic tile 3 surface to through-hole 32 department or directly flow to in the drainage canal 2, reduce the ponding of ceramic tile 3 and pedestrian foot contact position department fast, the antiskid effect further promotes.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a town road drainage structures, includes way body (1) and sets up in drainage channel (2) of way body (1) both sides, its characterized in that: the road body (1) consists of a concrete surface layer (12) and a road base layer (11) from top to bottom, and a plurality of floor tiles (3) are laid on the upper surface of the concrete surface layer (12); the anti-skid floor tile is characterized in that a drainage cavity (31) communicated to the drainage channel (2) is formed in the floor tile (3), a plurality of anti-skid protrusions (37) are protruded on the upper surface of the floor tile (3), a plurality of through holes (32) communicated to the drainage cavity (31) are formed in the upper surface of the floor tile (3), and the through holes (32) are located at the lowest position between every two adjacent anti-skid protrusions (37).

2. The municipal road drainage structure according to claim 1, wherein: two side surfaces of the floor tile (3) in the width direction are provided with drainage holes (33) in a penetrating way; the drainage cavities (31) of two adjacent floor tiles (3) are communicated through the drainage holes (33), and the drainage cavities (31) of the floor tiles (3) positioned on the outer side are communicated with the drainage channel (2) through the drainage holes (33).

3. The municipal road drainage structure according to claim 2, wherein: the upper surface of the concrete surface layer (12) is paved in a structure with a high middle and low edges along the width direction of the road body (1), and each floor tile (3) is paved along the upper surface of the concrete surface layer (12).

4. The municipal road drainage structure according to claim 1, wherein: the surface of the antiskid protrusions (37) is in a dome shape with a high middle edge and a low edge, a plurality of antiskid grooves (38) are formed in the surface of the antiskid protrusions (37), and the antiskid grooves (38) radially extend towards the edges with the highest points of the antiskid protrusions (37).

5. The municipal road drainage structure according to claim 4, wherein: the upper surface of the floor tile (3) is provided with criss-cross vertical and horizontal net grooves (36), the anti-skid protrusions (37) are positioned at meshes of the vertical and horizontal net grooves (36), and the vertical and horizontal net grooves (36) are respectively communicated with the anti-skid grooves (38) and the through holes (32).

6. The municipal road drainage structure according to claim 2, wherein: the inner diameter of the through hole (32) is gradually increased from top to bottom.

7. The municipal road drainage structure according to claim 2, wherein: at least one reinforcing plate (34) is fixedly connected in the drainage cavity (31), and the side edges of the reinforcing plate (34) are respectively abutted to the inner wall of the drainage cavity (31).

8. The municipal road drainage structure according to claim 7, wherein: a filter screen (35) is arranged on the outer side surface of the floor tile (3) positioned on the outer side; the reinforcing plate (34) in the floor tile (3) positioned on the outer side extends towards the drainage channel (2) to form a connecting side protrusion (341), the upper part of the connecting side protrusion (341) is provided with a groove (342), the lower part of the filter screen (35) is provided with an embedding groove (351) matched with the groove (342), and the side surface of the filter screen (35) is abutted against the side surface of the floor tile (3) and covers the drainage hole (33).