CN216838805U

CN216838805U - Water permeability terrace structure

Info

Publication number: CN216838805U
Application number: CN202220538686.XU
Authority: CN
Inventors: 梁士山
Original assignee: Henan Sponge Ecological Municipal Engineering Construction Co ltd
Current assignee: Henan Sponge Ecological Municipal Engineering Construction Co ltd
Priority date: 2022-03-11
Filing date: 2022-03-11
Publication date: 2022-06-28
Anticipated expiration: 2032-03-11

Abstract

The utility model belongs to the technical field of ground structure and specifically relates to a water permeability terrace structure is related to, and it includes aquifer, atress layer, tie coat and the surface course that sets gradually by supreme down, the surface course is the matrix form by a plurality of ceramic tiles and arranges and lay and constitute, a plurality of leading flumes that run through in vertical direction are seted up to the ceramic tile lateral wall, and the leading flume between two adjacent ceramic tiles cooperatees and constitutes the diversion hole. This application has the effect of guaranteeing to permeate water brick water permeability under long-time in-service behavior.

Description

Water permeability terrace structure

Technical Field

The application relates to the field of ground structure, especially relate to a water permeability terrace structure.

Background

At present, along with the popularization of sponge city theory, the control of rainwater receives people more and more to attach importance to, and the rewet of rainwater is important in the middle of the sponge city engineering, if the rainwater can not permeate on the spot, must form the rainwater and assemble, increases the burden of municipal rainwater pipe network, arouses the urban waterlogging easily. Even if the river can be discharged through the municipal rainwater pipe network, flood disasters in downstream areas are also easily caused. When the rainy season passes, the river water resource is reduced and the drought is easy to occur due to the fact that underground water cannot be fully conserved. At present, the way of urban rainwater infiltration to the underground is mostly realized through the permeable ground that the brick laid that permeates water.

At present, most of permeable bricks at home and abroad permeate water by utilizing tiny pores among concrete aggregates and gaps connected among brick bodies. Because the pores and gaps are easily covered and compacted by dust, soil, garbage and the like and lose the water permeable function, most of the existing water permeable bricks lose the water permeable performance after paving for half a year to one year.

Disclosure of Invention

In order to guarantee the water permeability of brick under long-time in service behavior, this application provides a water permeability terrace structure.

The application provides a pair of water permeability terrace structure adopts following technical scheme:

the utility model provides a water permeability terrace structure, includes water storage layer, atress layer, tie coat and the surface course that sets gradually by supreme down, the surface course is the matrix form by a plurality of ceramic tiles and arranges and lay and constitute, a plurality of diversion channels that run through in vertical direction are seted up to the ceramic tile lateral wall, and the diversion channel between two adjacent ceramic tiles cooperatees and constitutes the diversion hole.

Preferably, the floor tile is of a rectangular structure, two adjacent side walls of the floor tile are respectively provided with the positioning blocks, the other two adjacent side walls of the floor tile are respectively provided with the positioning grooves, the positioning grooves penetrate through the floor tile along the thick bottom direction of the floor tile, and the diversion grooves are respectively formed in the inner side walls of the positioning grooves and the side walls of the positioning blocks.

Preferably, the cross section of the positioning block is trapezoidal, and the positioning groove is trapezoidal and matched with the positioning groove.

Preferably, the adjacent two floor tiles are arranged in a gap.

Preferably, the thickness of the positioning block is larger than the depth of the positioning groove.

Preferably, the periphery of the top of the floor tile is provided with chamfers.

Preferably, the bottom of the floor tile is provided with a plurality of connecting blocks which are arranged in a matrix shape, and the bottom ends of the connecting blocks extend into the bonding layer.

Preferably, the top surface of the floor tile is provided with a plurality of parallel anti-skid convex edges.

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

1. the diversion grooves are formed in the side walls of the floor tiles, after the surface layer is laid, diversion holes are formed between every two adjacent floor tiles through the matching of the diversion grooves, so that the water permeability of the surface layer is improved, the integral drainage effect of the floor is more uniform through the arrangement of the diversion holes, and the water permeability function is not easy to lose due to the covering of garbage;

2. the positioning blocks and the positioning grooves are respectively arranged on the side walls of the floor tiles, so that when the floor tiles are laid, two adjacent floor tiles are connected and positioned through the positioning blocks and the positioning grooves, the surface layer is integrated in the horizontal stress direction, the water diversion holes are not easy to be dislocated under the action of external impact, and the like, and the water diversion holes are more stable;

3. the positioning groove and the positioning block are integrally arranged into a trapezoidal structure, so that the connection part of the positioning block and the floor tile is not easy to generate the condition of internal stress concentration, the connection between the positioning block and the floor tile is more stable, the breakage is not easy to occur, and the service life of the whole floor is longer;

4. the two adjacent floor tiles are arranged in a clearance manner, so that the integral drainage capability of the floor is further improved, and the chamfers are arranged on the peripheries of the top surfaces of the floor tiles, so that garbage is not easy to completely cover the clearance between the floor tiles, and the drainage effect of the floor is ensured;

5. set up the connecting block bottom the ceramic tile, make the connecting block stretch into the adhesive linkage in, the reinforcing tie coat is to the support intensity of ceramic tile to and the joint strength between ceramic tile and the tie coat, make between surface course and the tie coat wholly more stable.

Drawings

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

Fig. 2 is a schematic structural diagram of the floor tile in this embodiment.

Fig. 3 is a schematic structural diagram of the floor tile in this embodiment.

Description of reference numerals: 1. a aquifer; 2. a stressed layer; 3. a bonding layer; 4. a surface layer; 5. floor tiles; 6. anti-slip ribs; 7. a water diversion groove; 8. a water diversion hole; 9. positioning blocks; 10. positioning a groove; 11. and (4) connecting the blocks.

Detailed Description

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

The embodiment of the application discloses water permeability terrace structure. Referring to fig. 1-3, a water permeability terrace structure comprises a water storage layer 1, a stress layer 2, a bonding layer 3 and a surface layer 4 which are sequentially arranged from bottom to top, wherein the surface layer 4 is formed by a plurality of floor tiles 5 which are arranged in a matrix shape, and the top surfaces of the floor tiles 5 are provided with a plurality of anti-skid convex edges 6 which are parallel.

Wherein, ceramic tile 5 is preferred to set up to cuboid structure, and a plurality of diversion channels 7 that run through in vertical direction are seted up to ceramic tile 5 lateral wall, and diversion channel 7 between two adjacent ceramic tiles 5 cooperatees and constitutes diversion hole 8.

For the connection stability between the increase ceramic tile 5, ceramic tile 5 wherein two adjacent lateral walls all are equipped with locating piece 9, locating piece 9 cross-section is trapezoidal, constant head tank 10 has all been seted up to two other adjacent lateral walls of ceramic tile 5, constant head tank 10 runs through ceramic tile 5 along the thick end direction of ceramic tile 5, and constant head tank 10 establishes to trapezoidal with constant head tank 10 matched with, make locating piece 9 and the difficult condition that produces the internal stress concentration of ceramic tile 5 department of meeting, thereby it is more stable to make to be connected between locating piece 9 and the ceramic tile 5, difficult emergence fracture, the whole life of terrace is more of a specified duration, diversion channel 7 is seted up respectively in constant head tank 10 inside wall and locating piece 9 lateral wall.

For the drainage ability of further reinforcing terrace, set up locating piece 9 thickness into being greater than the constant head tank 10 degree of depth, when splicing between two adjacent ceramic tiles 5 for have the clearance between two adjacent ceramic tiles 5, and ceramic tile 5 top all is equipped with the chamfer all around, makes rubbish be difficult for covering the clearance between the ceramic tile 5 is whole, thereby has guaranteed the drainage effect of terrace.

The bottom of the floor tile 5 is provided with a plurality of connecting blocks 11 arranged in a matrix shape, the bottom ends of the connecting blocks 11 extend into the bonding layers 3, the supporting strength of the bonding layers 3 to the floor tile 5 is enhanced, and the connecting strength between the floor tile 5 and the bonding layers 3 is enhanced, so that the whole body between the surface layer 4 and the bonding layers 3 is more stable.

The implementation principle of this application embodiment a water permeability terrace structure does:

after surface course 4 is laid for all form diversion hole 8 through the cooperation of diversion flume 7 between the two adjacent ceramic tiles 5, thereby promote surface course 4's the ability of permeating water, and through the setting of a plurality of diversion holes 8, make the holistic drainage effect of terrace more even, be difficult for because of rubbish covers and lead to losing the function of permeating water.

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 water permeability terrace structure which characterized in that: the water storage layer (1), the stress layer (2), the bonding layer (3) and the surface layer (4) are sequentially arranged from bottom to top, the surface layer (4) is formed by arranging and laying a plurality of floor tiles (5) in a matrix shape, a plurality of water diversion grooves (7) which run through in the vertical direction are formed in the side wall of each floor tile (5), and the water diversion grooves (7) between every two adjacent floor tiles (5) are matched to form water diversion holes (8).

2. The water permeable terrace structure of claim 1, characterized in that: the floor tile (5) is of a rectangular structure, positioning blocks (9) are arranged on two adjacent side walls of the floor tile (5), positioning grooves (10) are formed in the other two adjacent side walls of the floor tile (5), the positioning grooves (10) penetrate through the floor tile (5) along the direction of the thick bottom of the floor tile (5), and the diversion grooves (7) are formed in the inner side wall of each positioning groove (10) and the side wall of each positioning block (9) respectively.

3. The water permeable terrace structure of claim 2, characterized in that: the cross section of the positioning block (9) is trapezoidal, and the positioning groove (10) is trapezoidal and matched with the positioning groove (10).

4. The water permeable terrace structure of claim 2, characterized in that: the two adjacent floor tiles (5) are arranged in a gap.

5. The water permeable floor structure of claim 4, wherein: the thickness of the positioning block (9) is larger than the depth of the positioning groove (10).

6. The water permeable terrace structure of claim 1, characterized in that: and chamfers are arranged on the periphery of the top of the floor tile (5).

7. The water permeable terrace structure of claim 1, characterized in that: the bottom of the floor tile (5) is provided with a plurality of connecting blocks (11) which are arranged in a matrix shape, and the bottom ends of the connecting blocks (11) extend into the bonding layer (3).

8. The water permeable terrace structure of claim 1, characterized in that: the top surface of the floor tile (5) is provided with a plurality of parallel anti-skid convex edges (6).