Non-base-layer permeable paving module

Abstract

The utility model provides a base-layer-free permeable paving module which comprises floor tiles, a supporting net and supporting piles, the floor tiles are paved above the supporting net, a plurality of supporting piles are arranged and supported below the supporting net at intervals, the ends, away from the supporting net, of the supporting piles are used for being supported in a soil layer, and the supporting net is arranged in an overhead mode through the supporting piles. According to the floor tile, the mesh holes are formed in the supporting net, after falling onto the floor tiles, rainwater flows to the edges of the floor tiles and flows downwards from the gap between every two adjacent floor tiles, and due to the existence of the mesh holes in the supporting net, the rainwater can smoothly penetrate through the supporting net and flow to the ground. The supporting net is supported through the supporting piles, the supporting net is arranged on the ground in an overhead mode, the ground does not need to be tamped in the construction process, the cost for tamping a base layer is saved, the production cost is reduced, meanwhile, no tamped ground layer exists, good water permeability performance is kept, and therefore rainwater can be rapidly absorbed, and the water accumulation situation is not likely to occur.

Description

TECHNICAL FIELD

[0001] The utility model relates to water -permeable floor tile module technical field, concretely relates to a no base layer water -permeable pavement module. BACKGROUND

[0002] Water -permeable footpath is very extensive in park, footpath, and the existing water -permeable footpath adopts the structure mode of water -permeable brick pavement in surface layer, and this footpath needs to ram the surface layer, forms the base layer for supporting water -permeable floor tile, and with the lapse of time, the base layer is eroded due to rainwater, and it is easy to cause the cavity to appear under water -permeable floor tile, and whenever it rains, rainwater will fill in the cavity, and the mud water in the cavity is extruded instantaneously when pedestrians tread, and is directly sprayed on the shoes, trousers or clothes of pedestrians, and it is not very friendly to pedestrians.

[0003] Secondly, the structure of the existing water -permeable brick pavement needs to ram the surface layer in the application process, forms the base layer for supporting water -permeable floor tile, causes the water -permeable performance of base layer to decline, although rainwater permeates water -permeable floor tile, but it is difficult to permeate the base layer, and the water -permeable effect is not good, and it is easy to form the waterlogging in part low-lying region.

[0004] In summary, there is an urgent need for a no base layer water -permeable pavement module to solve or at least partially solve the problems existing in the prior art. CONTENT OF THE UTILITY MODEL

[0005] The utility model aims at providing a no base layer water -permeable pavement module, aims at solving the problem that the existing structure needs to ram the base layer and is easy to cause waterlogging, and the specific technical scheme is as follows:

[0006] A no base layer water -permeable pavement module, including floor tile, support net and support pile, floor tile is paved on the top of support net, support pile is arranged multiple, multiple support piles are supported in the lower side of support net at intervals, and the end of support pile away from support net is used to support in the soil layer, and support net is arranged in the air through support pile.

[0007] Further, the horizontal cross-sectional area of the support net is greater than the horizontal cross-sectional area of the floor tile, and the floor tile is arranged in the support net.

[0008] Further, the support net has a positioning flange upwardly protruding, the positioning flange is arranged around the floor tile, and the side wall of the floor tile abuts against the side wall of the positioning flange.

[0009] Further, the support pile includes a pile rod and a stopper, and the stopper is arranged on the outer circumferential side of the pile rod.

[0010] Preferably, the stopper is fixedly connected to the outer circumferential side of the pile rod, and the upper end of the pile rod is fixedly connected to the lower surface of the support net.

[0011] Preferably, the support pile further comprises a first nut and a second nut, the stopper is provided with a through hole, the pile rod is provided with a thread, the stopper is arranged on the pile rod through the through hole, and the first nut and the second nut are threadedly connected on the pile rod, and the stopper is clamped between the first nut and the second nut.

[0012] Further, the no-base-layer water-permeable pavement module further comprises a limiting sleeve and a cross beam, a plurality of cross beams are arranged under the support net, and the support net is fixedly connected to the cross beams; the limiting sleeve is arranged in one-to-one correspondence with the support piles, and is fixedly connected below the cross beam; the top of the limiting sleeve is sealed, and the bottom of the limiting sleeve is open; and the limiting sleeve is sleeved and matched on the support pile.

[0013] Further, two wrench clamping surfaces are arranged on both sides of the upper portion of the pile rod, and the two wrench clamping surfaces are arranged in parallel with each other.

[0014] Further, the support net is a stainless steel net or a galvanized net.

[0015] Further, the end of the pile rod away from the support net is arranged in a sharp conical shape.

[0016] The technical scheme of the utility model has the following beneficial effects:

[0017] The support net is arranged with mesh holes, rainwater falls on the ground brick, flows to the edge of the ground brick, and flows downward from the gap between the adjacent two ground bricks, and because of the existence of the mesh holes on the support net, the rainwater can smoothly pass through the support net and flow to the ground. The support net is supported by the support pile and arranged in an elevated manner on the ground, so that the ground does not need to be rammed during the construction process, the cost of ramming the base layer is saved, the production cost is reduced, and the soil layer is not rammed, so that the water permeability is maintained, so that the rainwater can be quickly absorbed and the waterlogging phenomenon is not easy to occur. The soil structure of the soil layer is not changed during the entire construction process, and the original ecology is not damaged.

[0018] In addition to the purposes, characteristics and advantages described above, the utility model has other purposes, characteristics and advantages. Below, the utility model will be described in detail with reference to the drawings Figures 1-7 The utility model will be described in further detail. DRAWINGS

[0019] The drawings that form a part of the present application are used to provide a further understanding of the utility model, and the schematic embodiments of the utility model and the description thereof are used to explain the utility model, and do not constitute an improper limitation on the utility model. In the drawings:

[0020] Figure 1 It is the whole structure schematic diagram of a no-base-layer water-permeable pavement module embodiment 1 of the utility model;

[0021] Figure 2is a sectional view of the no-base-layer water-permeable pavement module embodiment 1 of the utility model;

[0022] Figure 3 is Figure 2 is an enlarged view of A in the middle;

[0023] Figure 4 is a state schematic view of the no-base-layer water-permeable pavement module embodiment 1 being paved on the soil layer;

[0024] Figure 5 is a sectional view of the no-base-layer water-permeable pavement module embodiment 2 of the utility model;

[0025] Figure 6 is one of the whole structure schematic view of the no-base-layer water-permeable pavement module embodiment 2 of the utility model;

[0026] Figure 7 is the second of the whole structure schematic view of the no-base-layer water-permeable pavement module embodiment 2 of the utility model.

[0027] Wherein, 1, floor tile;2, support net;21, positioning flange;3, support pile;31, pile rod;311, spanner clamping surface;32, stop block;33, first nut;34, second nut;4, limit sleeve;5, crossbeam. Specific implementation

[0028] In order to facilitate the understanding of the utility model, the utility model will be described more fully below, and the preferred embodiments of the utility model are given. However, the utility model can be realized in many different forms, and is not limited to the embodiments described in this paper. On the contrary, the purpose of providing these embodiments is to make the disclosure of the utility model more thorough and comprehensive.

[0029] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which the utility model belongs. The terms used in the specification of the utility model herein are only for the purpose of describing the specific embodiments, and are not intended to limit the utility model.

[0030] Embodiment 1:

[0031] Referring to Figures 1-7 , the embodiment provides a no-base-layer water-permeable pavement module, which comprises floor tile 1, support net 2 and support pile 3, the floor tile 1 is paved above the support net 2, the support pile 3 is arranged multiple, multiple support piles 3 are arranged at intervals below the support net 2, so as to form support to the support net 2, and the end of the support pile 3 away from the support net 2 is used for inserting and supporting in the soil layer, the support net 2 is arranged in the air through the support pile 3.

[0032] Specifically, when installing the no-base water-permeable pavement module, the two adjacent no-base water-permeable pavement modules are arranged with the floor tiles 1 spaced apart, and the spacing between the two is controlled to be between 0.5 cm and 2 cm. After the rainwater falls on the floor tiles 1, it can flow to the ground from the gap between the two adjacent floor tiles 1, because the ground is not tamped, the water absorption of the ground is good, and in addition, the excessive rainwater can stay in the air gap between the ground and the support net 2, and is not easy to cause waterlogging to overflow the floor tiles 1, and affect the pedestrian traffic.

[0033] It can be known that the support net 2 is arranged with mesh holes, and after the rainwater falls on the floor tiles 1, it flows to the edge of the floor tiles 1 and flows downward from the gap between the two adjacent floor tiles 1, because the mesh holes on the support net 2 exist, the rainwater can smoothly pass through the support net 2 and flow to the ground. The support net 2 is supported by the support piles 3 and arranged on the ground in an air gap, so that the ground does not need to be tamped during construction, saving the cost of tamping the base and reducing the production cost, and at the same time, the ground without tamping maintains good water permeability, so that the rainwater can be quickly absorbed, and the waterlogging is not easy to occur. The entire construction process does not change the soil structure of the soil layer, and does not damage the original ecology.

[0034] It should be noted that because the soil layer is not tamped, and there is a gap between the two adjacent floor tiles 1, grass can grow in the soil layer under the floor tiles 1, and has good ecological compatibility. The grass grows out of the gap between the two floor tiles 1, and filters the rainwater through the support net 2 and the grass, preventing the debris carried by the rainwater from entering the gap between the floor tiles 1 and the soil layer.

[0035] Further, the horizontal cross-sectional area of the support net 2 is greater than the horizontal cross-sectional area of the floor tile 1, and the floor tile 1 is arranged in the support net 2.

[0036] It can be known that through such an arrangement, the support net 2 can fully support the floor tiles 1, and when the rainwater flows downward from the edge of the floor tiles 1, it can flow to the ground through the mesh holes on the support net 2.

[0037] It should be noted that in the present embodiment, the support net 2 and the floor tile 1 are both rectangular, and the support pile 3 is four. In other embodiments of the present application, the support net 2 and the floor tile 1 can also be a hexagonal structure, or other patterns or structures that can cover the plane.

[0038] Further, the support net 2 is upwardly protruding with a positioning flange 21, the positioning flange 21 is arranged around the floor tile 1, and the side wall of the floor tile 1 abuts the side wall of the positioning flange 21.

[0039] It can be known that the floor tile 1 is limited by the positioning flange 21, preventing the floor tile 1 from moving along the square, and it needs to be explained that in some other embodiments of the application, an adhesive layer is further arranged between the floor tile 1 and the support net 2, and the floor tile 1 is pasted on the support net 2 through the adhesive layer. The adhesive layer plays a fixing role on the floor tile 1, preventing the floor tile 1 from slipping on the support net 2.

[0040] Further, the support pile 3 comprises a pile rod 31 and a stopper 32, and the stopper 32 is arranged on the outer circumferential side of the pile rod 31.

[0041] It can be known that the stopper 32 is arranged on the outer circumferential side of the pile rod 31, and in use, the pile rod 31 is inserted into the soil layer of the ground, and the stopper 32 abuts against the ground. The support force of the pile rod 31 is improved through the stopper 32, thereby providing support force to the support net 2. Because the contact area between the stopper 32 and the ground is large, the pressure on the soil layer of the ground is reduced, so that the stopper 32 is not easy to sink into the soil layer, thereby preventing the pile rod 31 from sinking during use.

[0042] As a more preferred embodiment, the stopper 32 is fixedly connected to the outer circumferential side of the pile rod 31, and the upper end of the pile rod 31 is fixedly connected to the lower surface of the support net 2.

[0043] Specifically, the stopper 32 is fixedly connected to the outer circumferential side of the pile rod 31 by welding, and the upper end of the pile rod 31 is fixedly connected to the support net 2 by welding. In this embodiment, the distance between the stopper 32 and the support net 2 is between 1 cm and 5 cm, that is, the height of the support net 2 is in the air. And the stopper 32 is welded on the upper part of the pile rod 31. It can be known that the stopper 32 is fixedly connected to the pile rod 31 by direct welding, and the fixed connection is reliable and not easy to loosen, which is beneficial to reduce the failure rate during use.

[0044] Further, the support net 2 is a stainless steel net or a galvanized net, and the floor tile 1 is a water permeable tile or a PC tile.

[0045] It can be known that the support net 2 is made of stainless steel or galvanized net material. Stainless steel and galvanized net have good anti-rust performance, so even in a dark and humid environment, the support net 2 is not easy to rust, prolonging the service life of the support net 2, reducing the failure probability of the support net 2, and reducing the cost of later maintenance and maintenance. When the floor tile 1 is a water permeable tile, rainwater can smoothly pass through the floor tile 1 and the support net 2 to the ground and be absorbed by the soil layer, which is beneficial to improve the drainage performance. When the floor tile 1 is a PC tile, because the PC material is cheap, it has good wear resistance and long service life, and the manufacturing and maintenance cost is low.

[0046] Further, the end of the pile rod 31 away from the support net 2 is arranged in a sharp cone shape.

[0047] It can be known that the pointed cone is conducive to forming stress concentration, and the tapered slope of the pointed cone has a guiding effect, so that the pile rod 31 can greatly reduce the resistance when being inserted into the soil layer, and the pile rod 31 is convenient to insert into the soil layer.

[0048] The construction process of the embodiment of the present application is as follows:

[0049] First, the soil layer is arranged to be relatively flat (note: the soil layer is pushed flat, not tamped), the support net 2 with the support pile 3 is laid on the soil layer, and the pile rod 31 of the support pile 3 is inserted into the soil layer, the stopper 32 of the support pile 3 abuts on the surface of the soil layer, and the floor tile 1 above the support net 2 is laid, so that the floor tile 1 is fixedly connected to the support net 2, the paving of a single baseless water-permeable paving module is completed, and then a second baseless water-permeable paving module is paved, so that the floor tile 1 of the second baseless water-permeable paving module and the floor tile 1 of the first baseless water-permeable paving module maintain a certain gap, the second baseless water-permeable paving module is completed, and the process is repeated.

[0050] Embodiment 2:

[0051] The difference between the embodiment and the embodiment 1 is that in the embodiment: the support pile 3 is different in structure from the support pile 3 in the embodiment 1, and the connection mode of the support pile 3 and the support net 2 is also different.

[0052] In the embodiment, the support pile 3 includes a pile rod 31 and a stopper 32, the stopper 32 is arranged on the outer circumferential side of the pile rod 31, the support pile 3 further includes a first nut 33 and a second nut 34, the stopper 32 is provided with a through hole, the outer circumference of the pile rod 31 is provided with a thread, the stopper 32 is arranged on the pile rod 31 through the through hole, the first nut 33 and the second nut 34 are threadedly connected to the pile rod 31, and the stopper 32 is clamped between the first nut 33 and the second nut 34.

[0053] It can be known that the stopper 32 can be limited by the first nut 33 and the second nut 34 being screwed together, and the position of the stopper 32 relative to the pile rod 31 can be adjusted by adjusting the positions of the first nut 33 and the second nut 34 on the pile rod 31, so that the height of the support net 2 from the ground can be conveniently adjusted.

[0054] Further, the baseless water-permeable paving module further includes a limiting sleeve 4 and a cross beam 5, the cross beam 5 is provided in plurality, the plurality of cross beams 5 are arranged staggered below the support net 2, and the support net 2 is fixedly connected to the cross beam 5; the limiting sleeve 4 is arranged in one-to-one correspondence with the support pile 3, and the limiting sleeve 4 is fixedly connected below the cross beam 5, the top of the limiting sleeve 4 is sealed, the bottom of the limiting sleeve 4 is open, and the limiting sleeve 4 is sleeved and matched on the support pile 3.

[0055] It can be known that the arrangement of the cross beam 5 improves the load bearing capacity of the support net 2, and the sleeve is fixedly connected to the cross beam 5, and is not easy to cause damage to the support net 2. The sleeve is sleeved on the pile rod 31, and the pile rod 31 supports the sleeve, the support net 2 and the ground tile 1.

[0056] Further, two wrench clamping surfaces 311 are arranged on both sides of the upper portion of the pile rod 31, and the two wrench clamping surfaces 311 are arranged in parallel with each other.

[0057] It can be known that, because the first nut 33 and the second nut 34 can drive the pile rod 31 to rotate together in the rotating process, and through the arrangement of the two wrench clamping surfaces 311, when the first nut 33 or the second nut 34 needs to be rotated, the pile rod 31 is limited through the wrench being clamped on the two wrench clamping surfaces 311 at the same time, so that the pile rod 31 is prevented from rotating together with the first nut 33 or the second nut 34 when the first nut 33 or the second nut 34 is rotated.

[0058] The rest of the positions are basically the same as those of Embodiment 1, and will not be described here.

[0059] The above only describes preferred embodiments of the utility model, and is not used for limiting the utility model. For those skilled in the art, the utility model can have various changes and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the utility model should be included in the protection scope of the utility model.

Claims

1. A no-base transparent water-permeable pavement module, characterized by: The module comprises a ground brick (1), a support net (2) and support piles (3), the ground brick (1) is paved above the support net (2), the support piles (3) are arranged in multiple, multiple support piles (3) are supported under the support net (2) at intervals, and the end of the support pile (3) away from the support net (2) is used for supporting in the soil layer, and the support net (2) is arranged in the air through the support pile (3).

2. The no-base water-permeable paving module according to claim 1, wherein: the horizontal cross-sectional area of the support net (2) is greater than that of the ground brick (1), and the ground brick (1) is arranged in the support net (2).

3. The no-base water-permeable paving module according to claim 2, wherein: the support net (2) is upwardly provided with a positioning flange (21), the positioning flange (21) is arranged around the ground brick (1), and the side wall of the ground brick (1) is in abutment with the side wall of the positioning flange (21).

4. The no-base water-permeable paving module according to any one of claims 1-3, wherein: the support pile (3) comprises a pile rod (31) and a stopper (32), and the stopper (32) is arranged on the outer circumferential side of the pile rod (31).

5. The no-base water-permeable paving module according to claim 4, wherein: the stopper (32) is fixedly connected to the outer circumferential side of the pile rod (31), and the upper end of the pile rod (31) is fixedly connected to the lower surface of the support net (2).

6. The no-base water-permeable paving module according to claim 4, wherein: the support pile (3) further comprises a first nut (33) and a second nut (34), the stopper (32) is provided with a through hole, the pile rod (31) is provided with a thread on the outer circumferential side, the stopper (32) is arranged on the pile rod (31) through the through hole, the first nut (33) and the second nut (34) are threadedly connected to the pile rod (31), and the stopper (32) is clamped between the first nut (33) and the second nut (34).

7. The no-base water-permeable paving module according to claim 6, wherein: the no-base water-permeable paving module further comprises a limiting sleeve (4) and a cross beam (5), multiple cross beams (5) are arranged under the support net (2) in a staggered manner, and the support net (2) is fixedly connected to the cross beam (5); the limiting sleeve (4) is arranged in one-to-one correspondence with the support pile (3), the limiting sleeve (4) is fixedly connected below the cross beam (5), the top of the limiting sleeve (4) is sealed, the bottom of the limiting sleeve (4) is open, and the limiting sleeve (4) is sleeved and matched on the support pile (3).

8. The no-base water-permeable paving module according to claim 6, wherein: two wrench clamping surfaces (311) are arranged on both sides of the upper part of the pile rod (31), and the two wrench clamping surfaces (311) are arranged in parallel with each other. ​ ​ ​ ​ ​ ​ ​ 9. A no-base water-permeable pavement module according to any one of claims 1-3, characterized in that: the support net (2) is a stainless steel net or a galvanized net.

10. A no-base water-permeable pavement module according to claim 4, characterized in that: the pole (31) is arranged in a pointed cone shape at the end away from the support net (2).

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