Water absorption and drainage integrated floor tile laying structure
By adopting the design of floor tiles and curbs with porous structures, the problem of drainage difficulties in traditional floor tiles paving structures is solved, the water absorption and drainage function of floor tiles is realized, and the pavement drainage efficiency and aesthetics are improved.
Patent Information
- Application Number
- CN202420363788.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-02-27
- Publication Date
- 2025-02-25
- Estimated Expiration
- 2034-02-27
AI Technical Summary
The traditional floor tiles have difficulty in draining the water, resulting in water on the road area, and the drainage tank is prone to accumulate garbage, affecting the appearance of the city.
Adopt the integrated floor tiles laying structure. The floor tiles are porous structures, with raised inlays and recessed runners. The floor tiles are equipped with vertical through holes, and curbs are equipped with horizontal grooves and vertical holes, with horizontal grooves and penetrations. The holes are connected and blind tubes are provided in the soil foundation.
The porous structure of the floor tiles absorbs moisture and leads it into the through holes. The water flow converges to the blind pipe through the vertical hole of the curb and is finally guided to the drainage channel to achieve effective drainage and avoid water on the road area.
Smart Images
Figure CN222525078U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the municipal field, in particular to a water absorption and drainage integrated floor tile laying structure. Background Art
[0002] Sponge city is a sustainable urban planning concept that aims to minimize the risk of flooding and water resource pressure in cities by designing and building urban infrastructure. In a sponge city, the design of buildings and roads needs to consider the collection and use of rainwater.
[0003] Traditional paving tiles have a simple structure and single function, and are prone to water accumulation. Therefore, it is necessary to reserve low-lying drainage ditches on both sides of the road, as well as sewers connected to the drainage ditches. Since drainage ditches and sewers are prone to accumulate garbage and are difficult to clean, they are prone to stink and blockage after a long time, affecting the appearance of the city. For the sake of beauty, some park areas lay hollow nets on the top of the drainage ditches, and lay pebbles on the hollow nets. Although this has improved the situation, it cannot solve the problem of water accumulation in the center of the road surface, and the floating garbage on the pebbles is also difficult to clean. Utility Model Content
[0004] The utility model provides a water absorption and drainage integrated floor tile laying structure, which solves the problem of difficult drainage of traditional floor tile laying structures.
[0005] In order to solve the above technical problems, the technical solution adopted by the utility model is: a water absorption and drainage integrated floor tile paving structure, including a plurality of adjacently arranged floor tiles and curbstones arranged on both sides, the floor tiles are of a porous structure, a plurality of raised inlays are provided on the upper end surface of the floor tiles, gaps are provided between adjacent inlays to form a recessed flow channel, a first through hole and a second through hole are vertically arranged in the floor tiles, the curbstone is provided with a transverse groove and a plurality of vertical holes connected to the transverse groove, the transverse groove is connected to one end of the first through hole or the second through hole, and a blind pipe is provided below the curbstone in the soil base.
[0006] In a preferred solution, the floor tile is provided with a plurality of recessed flow channels, and each insert is inserted into each recessed flow channel.
[0007] In a preferred solution, an excavation pit is provided below the curbstone, a blind pipe is provided in the excavation pit, and a porous water-conducting layer is provided on the outer side of the blind pipe in the excavation pit.
[0008] In a preferred embodiment, the floor tile has a rectangular structure, with a second snap-in protrusion and a second snap-in groove at each end of the floor tile, and a first snap-in protrusion and a first snap-in groove at each other end of the floor tile. The first snap-in protrusion is plugged into the first snap-in groove of an adjacent floor tile, and the second snap-in protrusion is plugged into the second snap-in groove of an adjacent floor tile.
[0009] In a preferred solution, the first through hole and the second through hole are staggered in height.
[0010] The beneficial effects of the utility model are as follows: the floor tiles have a fine multi-porous structure, which acts as a filter structure to intercept large particles of garbage and absorb moisture to prevent water accumulation on the road surface; the criss-crossing through holes inside the floor tiles guide the water flow into the vertical drainage holes of the curbstones, and the water flow is gathered into the blind ditch with a blind pipe, and finally guided to the open drainage channel. There is no need to set up low-lying drainage ditches on the road surface, which can not only improve the aesthetics, but also achieve the effect of timely drainage. BRIEF DESCRIPTION OF THE DRAWINGS
[0011] The utility model is further described below in conjunction with the accompanying drawings and embodiments.
[0012] Figure 1 It is a schematic diagram of the laying mechanism of the utility model.
[0013] Figure 2 It is a detailed structural diagram of the utility model.
[0014] Figure 3 It is a schematic diagram of the clamping connection of floor tiles of the utility model.
[0015] Figure 4 It is a floor tile structure diagram of the utility model.
[0016] Figure 5 It is a structural diagram of a floor tile body without inlaid blocks of the utility model.
[0017] Figure 6 It is a vertical cross-sectional view of a curbstone of the present utility model.
[0018] In the figure: floor tile 1; inlay 101; first through hole 102; second through hole 103; first snap-in protrusion 104; first snap-in groove 105; second snap-in protrusion 106; second snap-in groove 107; recessed flow channel 108; curbstone 2; transverse groove 201; vertical hole 202; blind pipe 3; porous water-conducting layer 4; backfill layer 5; soil base 6. DETAILED DESCRIPTION
[0019] like Figure 1-6 In the invention, a water absorption and drainage integrated floor tile paving structure is provided, comprising a plurality of adjacently arranged floor tiles 1 and curbstones 2 arranged on both sides, the floor tile 1 being a porous structure, a plurality of raised inlays 101 being provided on the upper end surface of the floor tile 1, gaps being provided between adjacent inlays 101 to form a recessed flow channel 108, a vertically arranged first through hole 102 and a second through hole 103 being provided in the floor tile 1, the curbstone 2 being provided with a transverse groove 201 and a plurality of vertical holes 202 connected to the transverse groove 201, the transverse groove 201 being connected to one end of the first through hole 102 or the second through hole 103, and a blind pipe 3 being provided below the curbstone 2 in the soil base 6.
[0020] The porous structure of the floor tile 1 can absorb moisture and filter large-diameter particles. The inlay blocks 101 that are higher than the surface of the floor tile 1 are arranged at intervals on the upper end of the floor tile 1. The intervals are low-lying shallow groove structures, forming criss-crossing recessed flow channels 108, which can prevent the porous structure from being worn by direct contact and retain sufficient contact area, so that rainwater is quickly absorbed to prevent water accumulation.
[0021] In a preferred solution, the floor tile 1 is provided with a plurality of recessed flow channels 108 , and each insert 101 is inserted into each recessed flow channel 108 .
[0022] The insert 101 is made of wear-resistant stone or concrete block, and has an interference fit with the concave flow channel 108. The insert 101 is clamped and embedded in the concave flow channel 108, raising the upper side of the floor tile 1 to avoid wear on the porous structure of the floor tile 1. The insert 101 can be removed and replaced after being worn or broken.
[0023] In a preferred solution, an excavation pit is provided below the curbstone 2, a blind pipe 3 is provided in the excavation pit, and a porous water-conducting layer 4 is provided on the outer side of the blind pipe 3 in the excavation pit.
[0024] An excavation pit is dug in advance in the soil foundation 6, and a porous water-conducting layer 4 is laid. After the blind pipe 3 is placed, the upper surface is also laid with sand and gravel, and the backfill layer 5 is backfilled, and the floor tiles 1 and the curbstones 2 are installed and laid.
[0025] The porous structure of the floor tile 1 absorbs water and then introduces it into the first through hole 102 and the second through hole 103. The first through hole 102 and the second through hole 103 can be directly connected or arranged in staggered height. The first horizontal through hole 102 guides the accumulated water into the horizontal grooves 201 on both sides of the road for convergence. The water in the horizontal grooves 201 is dispersed and discharged downward through the vertical holes 202 to reach the porous water-conducting layer 4 with a large number of pores. The porous water-conducting layer 4 can be made of sand and pebbles, which wrap the blind pipe 3. The side wall of the blind pipe 3 is a hollow mesh structure. The drainage penetrates into the hollow inner cavity of the blind pipe 3 through the porous water-conducting layer 4 and the side wall of the blind pipe 3. The blind pipe 3 can be opened at one end and a drainage open channel is set here. The rainwater finally flows into the drainage open channel for discharge.
[0026] In the preferred embodiment, the floor tile 1 is a rectangular structure, with a second snap-in protrusion 106 and a second snap-in groove 107 at each end of the floor tile 1, and a first snap-in protrusion 104 and a first snap-in groove 105 at each other end of the floor tile 1. The first snap-in protrusion 104 is plugged into the first snap-in groove 105 of the adjacent floor tile 1, and the second snap-in protrusion 106 is plugged into the second snap-in groove 107 of the adjacent floor tile 1.
[0027] The first clamping groove 105 and the second clamping groove 107 are connected at both ends, so when laying the floor tile 1, it is convenient to slide the protruding structure from one end of the groove, and it is easier to align when laying and installing.
[0028] The snap-on floor tile structure allows the surrounding floor tiles to share the stress on a single floor tile, thus avoiding local collapse.
[0029] In a preferred solution, the first through hole 102 and the second through hole 103 are staggered in height.
[0030] The first through hole 102 and the second through hole 103 are not at the same height, so as to improve the structural strength of the floor tile 1 and prevent the junction of the holes from being broken due to being too thin.
[0031] The above embodiments are only preferred technical solutions of the present invention and should not be regarded as limitations of the present invention. The protection scope of the present invention shall be the technical solutions recorded in the claims, including equivalent replacement solutions of the technical features in the technical solutions recorded in the claims. That is, equivalent replacement improvements within this scope are also within the protection scope of the present invention.
Claims
1. A water absorption and drainage integrated floor tile laying structure, characterized by: The invention comprises a plurality of adjacently arranged floor tiles (1) and curbstones (2) arranged on both sides, wherein the floor tiles (1) are of a multi-porous structure, a plurality of protruding inlays (101) are arranged on the upper end surface of the floor tiles (1), gaps are arranged between adjacent inlays (101) to form a recessed flow channel (108), a first through hole (102) and a second through hole (103) arranged vertically are arranged in the floor tiles (1), the curbstones (2) are provided with a transverse groove (201) and a plurality of vertical holes (202) connected to the transverse groove (201), the transverse groove (201) is connected to one end of the first through hole (102) or the second through hole (103), and a blind pipe (3) is provided below the curbstone (2) in the soil base (6).
2. The water absorption and drainage integrated floor tile laying structure according to claim 1 is characterized in that: The floor tile (1) is provided with a plurality of recessed flow channels (108), and each inlay block (101) is inserted into each recessed flow channel (108).
3. According to the water absorption and drainage integrated floor tile paving structure of claim 1, it is characterized in that: An excavation pit is provided below the curb (2), a blind pipe (3) is provided in the excavation pit, and a porous water-conducting layer (4) is provided outside the blind pipe (3) in the excavation pit.
4. The water absorption and drainage integrated floor tile laying structure according to claim 1 is characterized in that: The floor tile (1) is of a rectangular structure. Two ends of the floor tile (1) are respectively provided with a second clamping protrusion (106) and a second clamping groove (107). The other two ends of the floor tile (1) are respectively provided with a first clamping protrusion (104) and a first clamping groove (105). The first clamping protrusion (104) is plugged into the first clamping groove (105) of an adjacent floor tile (1), and the second clamping protrusion (106) is plugged into the second clamping groove (107) of an adjacent floor tile (1).
5. The water absorption and drainage integrated floor tile laying structure according to claim 1 is characterized in that: The first through hole (102) and the second through hole (103) are arranged staggered in height.