CN207210905U - A kind of new-type antiskid water suction floor tile - Google Patents
A kind of new-type antiskid water suction floor tile Download PDFInfo
- Publication number
- CN207210905U CN207210905U CN201721206682.7U CN201721206682U CN207210905U CN 207210905 U CN207210905 U CN 207210905U CN 201721206682 U CN201721206682 U CN 201721206682U CN 207210905 U CN207210905 U CN 207210905U
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- layer
- grade beam
- water suction
- floor tile
- water
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Abstract
The utility model announces a kind of new-type antiskid water suction floor tile, including water-absorbing-retaining layer, cobblestone layer, water-absorbing-retaining layer is laid on cobblestone layer, water-absorbing-retaining layer includes water suction ground brick layer, grade beam layer, absorbent material layer, cobblestone layer is laid on ground, absorbent material layer is laid on cobblestone layer, grade beam layer is cast on absorbent material layer, grade beam layer is made up of more than or equal to two grade beams at intervals of 15-20cm, grade beam in grade beam layer is distributed in tiling and forms water suction space, and water suction ground brick layer is laid on grade beam layer.By setting grade beam in floor tile, it is equipped with water suction floor tile on grade beam, the grade beam in grade beam layer is cast in above absorbent material layer, and spacing is 20cm between grade beam, wide 10cm, thickness is 0.5cm, forms water suction space, and rainwater enters water suction space by the floor tile that absorbs water and then penetrates into floor tile lower floor, reach the purpose of infiltration, therefore, rainwater can be permeated by the floor tile in the technical program, and permeability performance is strong.
Description
Technical field
It the utility model is related to building material technical field, and in particular to a kind of new-type antiskid water suction floor tile.
Background technology
Floor tile paving is a kind of conventional paving form, is widely used in pavement, sidewalk for visually impaired people, body-building pavement, is used
Ground brick pavement road is preferable compared with concrete or pitch and other effects, and rainwater can be penetrated into bottom by tile surface, and laying cost is low, construction party
Just.
Traditional floor tile is by ground tile paving on ground base, is spliced between adjacent floor tile, rainwater passes through two
Gap between floor tile enters basic internal, then flows to water table and transfers out, in lasting rainwater weather, easily in floor tile
Assemble a large amount of ponding between gap, because can not ensure that rainwater can be in real time by penetrating into subterranean layer, and this between floor tile gap
The infiltration ability of body floor tile is poor, and the situation causes ponding to be spread on ground, brings greater inconvenience, deposits to pedestrian, vehicle
In the hidden danger of traffic accident.
Based on this, there is provided a kind of new-type antiskid water suction floor tile.
Utility model content
Technical problem to be solved in the utility model：Existing floor tile infiltration ability, ponding largely tire out in tile surface
The technical problems such as product.The utility model purpose is：A kind of new-type antiskid water suction floor tile is provided, cobblestone is laid on ground,
Absorbent material layer is laid on cobblestone, and lays grade beam on absorbent material layer and is used as water suction space, water suction ground is set on grade beam
Brick, rainwater penetrate into floor tile lower floor until subterranean layer through the tile surface that absorbs water.Solves existing floor tile infiltration ability, ponding gathers
The technical problems such as collection.
The utility model is achieved through the following technical solutions：
A kind of new-type antiskid water suction floor tile, including water-absorbing-retaining layer, cobblestone layer, water-absorbing-retaining layer are laid on cobblestone layer
On, water-absorbing-retaining layer includes water suction ground brick layer, grade beam layer, absorbent material layer, and cobblestone layer is laid on ground, absorbent material layer
Be laid on cobblestone layer, grade beam layer is cast on absorbent material layer, grade beam layer by more than or equal to two at intervals of 15-20cm
Grade beam composition, the grade beam in grade beam layer is distributed in tiling and forms water suction space, and water suction ground brick layer is laid on grade beam layer.
Water suction ground brick layer has strong absorbent function, and the size for the floor tile that absorbs water can be Commonly Used Size in the prior art.Inhale
Water floor tile quickly can absorb rainwater in rainwater weather, avoid rainwater from being gathered in ground surface for a long time；Rainwater is through the floor tile that absorbs water
After absorption, if it exceeds the reservoir storage of water suction floor tile, or not less than reservoir storage, under fair weather, rainwater is through the floor tile that absorbs water
Leak into the water suction space being made up of grade beam, more grade beams be set in tiling distribution, and between grade beam at intervals of
15-20cm, the then interval to absorb water between ground brick layer and absorbent material layer enclose water suction space layer, can be to being oozed through the floor tile that absorbs water
The water to get off thoroughly is stored, i.e. water conservation；When water exceedes the moisture-holding capacity in water suction space, rainwater slowly passes through absorbent material layer
Seepage is carried out, the water of infiltration penetrates into subterranean layer by cobblestone layer.Can be to rainwater when by absorbent material layer, cobblestone layer
Purified treatment is carried out, specific cleanup form allows impurity to be trapped in absorbent material layer, cobblestone to remove the impurity carried in rainwater
Layer, the water after the purification of cobblestone layer carries out subterranean layer, can turn into underground water, or enters in rivers road, for secondary use, or
Evaporation, landed again in the form of rainwater, be then again introduced into underground through the brick layer water-absorbing-retaining infiltration of water suction ground.
Therefore the water suction of water-absorbing-retaining layer ground brick layer, grade beam layer, absorbent material layer in the technical program, and cobblestone layer,
Form such a sponge sucks in water cleanup form of water suction, water storage, infiltration, water purification.The water stored is discharged and is subject to when needing
Utilize, the links of water circulation are realized in coordination feedwater, draining, beneficial to the ecosystem function for improving whole city, reduce city
City's reclaimed water spreads in ground surface.
Preferably, the longitudinal section of the grade beam is rectangle, ground 10-15cm of deck-siding, 0.5-0.8cm of thickness.
Here the concrete structure of grade beam is carried out it is preferred, the grade beam of the structure on absorbent material layer is cast in, each
Grade beam then forms water-absorbing-retaining with being laid on absorbent material between absorbent material layer upper surface and grade beam, water suction ground brick layer
Space, the water that absorbable water suction floor tile seepage is got off, and being stored to water, during surcharge storage capacity, start down seepage.
Preferably, the grade beam layer is overlapped to form 5cm infiltration space by more grade beams.The infiltration space mainly be beneficial to pair
Water after brick layer passes through through water suction ground carries out water storage, and after more than reservoir storage, water is permeated downwards by absorbent material layer naturally.
Preferably, the water suction floor tile in water suction ground brick layer is made up of basic unit and fabric, is made in basic unit using steel skeleton
To support, and basic unit's aggregate is inserted, fabric is quartz or fine sand particle, and basic unit's aggregate here is building stones or stone stone material
Material.
Preferably, the thickness of the cobblestone layer is 20-30cm.Cobblestone layer is typically laid on the bottom of ground, goose
Boulder bed is stacked with forming by numerous cobblestones, the gap between cobblestone be beneficial to by from the water under absorbent material layer seepage again
Secondary seepage is gone down, and is flowed to below earth's surface.
Preferably, the absorbent material layer is made up of fine sand.A diameter of 0.1-0.25mm of fine sand, the water imbibition of fine sand
Ability is strong, and fine sand can be by from the water penetration under water suction space seepage to cobblestone layer.
Preferably, the forward projection in gap is located in grade beam layer on grade beam between water suction floor tile in water suction ground brick layer.
The connection of i.e. adjacent floor tile, which corrects, to be arranged on the grade beam of grade beam layer.During operation, adjacent floor tile is connected by binding agent, old place
The water on brick surface is directly penetrated between grade beam or on grade beam, then flows to absorbent material layer.
Preferably, the upper surface mid line region of the grade beam is provided with the guiding gutter parallel with grade beam length direction, guiding gutter
Both ends be provided with inclined plane structure.The cross section of guiding gutter is quadrangle, and its main function is to penetrating into the ponding on grade beam
Water conservancy diversion is carried out, reduces the delay on grade beam, and enter the water-absorbing-retaining space of grade beam as early as possible, and guiding gutter is set here
Put, and the inclined plane structure at guiding gutter both ends, after water enters guiding gutter, the inclined plane structure stream at guiding gutter both ends can be passed through
Go out, wherein inclined plane structure and level are in certain inclination angle, it can be ensured that water smoothly flows out.
Preferably, the inclination angle of the inclined plane structure and horizontal plane is 45-60 °.In order to preferably be beneficial on guiding gutter
The water of accumulation quickly flows out, and sets inclined plane structure, and the inclination angle of inclined plane structure and horizontal plane sets 45-60 °, such as
The angle at the inclination angle of fruit inclined plane structure and horizontal plane is smaller, such as less than 45 °, and ponding outflow is slow.
Preferably, there are through hole, through hole and guiding gutter on side vertical with plane where inclined plane structure on the grade beam
Connection.The installation site of through hole is：As grade beam one and grade beam two are adjacent, then through hole is separately positioned on grade beam one and grade beam two is adjacent
Side on, and set through hole it is identical with guiding gutter, ensure grade beam to water suction floor tile support force in the case of, current
It can be flowed out by through hole.
The utility model compared with prior art, has the following advantages and advantages：
(1) in the technical program by setting grade beam in floor tile, it is equipped with water suction floor tile on grade beam, the ground in grade beam layer
Beam is cast in above absorbent material layer, and spacing is 20cm between grade beam, and ground deck-siding 10cm, thickness 0.5cm, formation water suction are empty
Between, rainwater enters water suction space by the floor tile that absorbs water and then penetrates into floor tile lower floor, reaches the purpose of infiltration, therefore, rainwater
It can be permeated by the floor tile in the technical program, and permeability performance is strong.
(2) the water suction floor tile in the technical program is employed new technology the circulatory system, and water absorption is big, gas permeability is strong, is met anti-
Slide sign is accurate, meets water suction and requires, can reach the reserve function of groundwater resources.
(3) the technical program is by setting water-absorbing-retaining layer, cobblestone layer, the water suction in water-absorbing-retaining layer brick layer inhale
Water, the water storage of grade beam layer, absorbent material layer infiltration, cobblestone layer water purification, form water suction, water storage, infiltration, the water circulation mould of water purification
Formula is, it is necessary to be that the water that will be stored discharges and is used, the water after purification carries out secondary use and forms a renewable circulation profit
Use cleaning system.
Brief description of the drawings
Accompanying drawing described herein is used for providing further understanding the utility model embodiment, forms the one of the application
Part, the restriction to the utility model embodiment is not formed.In the accompanying drawings：
Fig. 1 is structural representation profile of the present utility model；
Fig. 2 is the structural representation of grade beam in the utility model；
Wherein：1-water suction ground brick layer, 2-grade beam layer, 3-absorbent material layer, 4-cobblestone layer, 5-guiding gutter, 6-
Through hole, 7-inclined plane structure.
Embodiment
For the purpose of this utility model, technical scheme and advantage is more clearly understood, with reference to embodiment and accompanying drawing,
The utility model is described in further detail, and exemplary embodiment of the present utility model and its explanation are only used for explaining this
Utility model, it is not intended as to restriction of the present utility model.
Embodiment 1：
As shown in Figure 1 and Figure 2, a kind of new-type antiskid water suction floor tile, including water-absorbing-retaining layer, cobblestone layer 4, water-absorbing-retaining
Layer is laid on cobblestone layer 4, and water-absorbing-retaining layer includes water suction ground brick layer 1, grade beam layer 2, absorbent material layer 3, and cobblestone layer 4 is spread
Be located on ground, absorbent material layer 3 is laid on cobblestone layer 4, and grade beam layer 2 is cast on absorbent material layer 3, grade beam layer 2 by
Grade beam more than or equal to two at intervals of 15-20cm forms, and the grade beam in grade beam layer 2 is distributed in tiling and forms water suction space,
Water suction ground brick layer 1 is laid on grade beam layer 2.
The longitudinal section of the grade beam is rectangle, ground 10-15cm of deck-siding, 0.5-0.8cm of thickness.
The laying process flow of floor tile is in the present embodiment：The goose for being 20-30cm in the bottom laying depth of ground
Cobble, one layer of absorbent material layer 3 is then re-layed above cobblestone, after absorbent material completes leveling, in poured thereon phase
Every the wide grade beams of 15-20cm, grade beam layer 2 is as water suction space, then in the viscous water suction floor tile in grade beam upper berth.
Water suction floor tile in the brick layer 1 of water suction ground described in the present embodiment is made up of basic unit and fabric, and reinforcing bar is used in basic unit
Frame inserts basic unit's aggregate as support, and fabric is quartz or fine sand particle.Wherein, the thickness of cobblestone layer 4 be 20-
30cm, the absorbent material layer 3 are made up of fine sand.The setting of the cobble of cobblestone layer 4 is beneficial to the product for the tile surface that absorbs water
Water is discharged into floor tile lower floor, through cobblestone gap, penetrates into the purpose that subterranean layer reaches permeable.
Embodiment 2：
The difference of the present embodiment and above-described embodiment is：It is described water suction ground brick layer 1 in absorb water floor tile between gap just
Be located to projection in grade beam layer 2 on grade beam, beneficial to the rainwater assembled between the gap between water suction floor tile directly penetrate into grade beam it
Between then subterranean layer penetrated into by absorbent material layer 3, cobblestone layer 4, reach permeable purpose.Rainwater is by water suction floor tile infiltration
Removal of impurities processing can be carried out to the impurity in rainwater afterwards, then in subterranean reservoir, secondary use can be achieved, reach water resource circulation
Purpose.
Embodiment 3：
The difference of the present embodiment and above-described embodiment is：The upper surface mid line region of the grade beam is with being provided with ground beam length
The parallel guiding gutter 5 in direction, the both ends of guiding gutter 5 are provided with inclined plane structure 7.Wherein, grade beam props up except possessing in the present embodiment
Outside the function of support water suction floor tile, the guiding gutter 5 set thereon can carry out water conservancy diversion to the water for entering water suction ground brick layer, play water storage
Effect, and it is provided simultaneously with the function of water conservancy diversion.
Diversion function is embodied in：The setting of inclined plane structure 7, the inclination angle of itself and horizontal plane is 45-60 °, then
The water water conservancy diversion of the upper surface of guiding gutter 5 is gone out, and is quickly passed in water accepting layer.
And have through hole 6 in the present embodiment on side vertical with the place plane of inclined plane structure 7 on grade beam, through hole 6 with
Guiding gutter 5 connects.Through hole 6 is beneficial to the current in guiding gutter 5 by going.
Above-described embodiment, the purpose of this utility model, technical scheme and beneficial effect are entered
One step describes in detail, should be understood that and the foregoing is only specific embodiment of the present utility model, is not used to limit
Determine the scope of protection of the utility model, it is all within the spirit and principles of the utility model, any modification for being made, equally replace
Change, improve, should be included within the scope of protection of the utility model.
Claims (10)
- The floor tile 1. a kind of new-type antiskid absorbs water, it is characterised in that：Including water-absorbing-retaining layer, cobblestone layer (4), water-absorbing-retaining layer paving It is located on cobblestone layer (4), water-absorbing-retaining layer includes water suction ground brick layer (1), grade beam layer (2), absorbent material layer (3), cobblestone Layer (4) is laid on ground, and absorbent material layer (3) is laid on cobblestone layer (4), and grade beam layer (2) is cast in absorbent material layer (3) on, grade beam layer (2) is made up of more than or equal to two grade beams at intervals of 15-20cm, and the grade beam in grade beam layer (2) is in tiling It is distributed and forms water suction space, water suction ground brick layer (1) is laid on grade beam layer (2).
- A kind of 2. new-type antiskid water suction floor tile according to claim 1, it is characterised in that：The longitudinal section of the grade beam is length It is square, ground 10-15cm of deck-siding, 0.5-0.8cm of thickness.
- A kind of 3. new-type antiskid water suction floor tile according to claim 1, it is characterised in that：The grade beam layer (2) is by more Grade beam overlaps to form the infiltration space that height is 5cm.
- A kind of 4. new-type antiskid water suction floor tile according to claim 1, it is characterised in that：In the water suction ground brick layer (1) Water suction floor tile be made up of basic unit and fabric, basic unit's aggregate and is inserted, fabric is quartz as support using steel skeleton in basic unit Stone or fine sand particle.
- A kind of 5. new-type antiskid water suction floor tile according to claim 1, it is characterised in that：The thickness of the cobblestone layer (4) Spend for 20-30cm.
- A kind of 6. new-type antiskid water suction floor tile according to claim 1, it is characterised in that：The absorbent material layer (3) by Fine sand forms.
- A kind of 7. new-type antiskid water suction floor tile according to claim 1, it is characterised in that：In the water suction ground brick layer (1) The forward projection in gap is located in grade beam layer (2) on grade beam between water suction floor tile.
- A kind of 8. new-type antiskid water suction floor tile according to claim 1, it is characterised in that：The upper surface center line area of the grade beam Domain is provided with the guiding gutter (5) parallel with grade beam length direction, and the both ends of guiding gutter (5) are provided with inclined plane structure (7).
- A kind of 9. new-type antiskid water suction floor tile according to claim 8, it is characterised in that：The inclined plane structure (7) with The inclination angle of horizontal plane is 45-60 °.
- A kind of 10. new-type antiskid water suction floor tile according to claim 9, it is characterised in that：On the grade beam with inclined plane Plane where structure (7) has through hole (6) on vertical side, and through hole (6) connects with guiding gutter (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721206682.7U CN207210905U (en) | 2017-09-19 | 2017-09-19 | A kind of new-type antiskid water suction floor tile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721206682.7U CN207210905U (en) | 2017-09-19 | 2017-09-19 | A kind of new-type antiskid water suction floor tile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207210905U true CN207210905U (en) | 2018-04-10 |
Family
ID=61821749
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721206682.7U Expired - Fee Related CN207210905U (en) | 2017-09-19 | 2017-09-19 | A kind of new-type antiskid water suction floor tile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207210905U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107447624A (en) * | 2017-09-19 | 2017-12-08 | 成都多普力电子科技有限公司 | A kind of new-type antiskid water suction floor tile |
-
2017
- 2017-09-19 CN CN201721206682.7U patent/CN207210905U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107447624A (en) * | 2017-09-19 | 2017-12-08 | 成都多普力电子科技有限公司 | A kind of new-type antiskid water suction floor tile |
| CN107447624B (en) * | 2017-09-19 | 2023-11-14 | 成都多普力电子科技有限公司 | Novel anti-skid water-absorbing floor tile |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180410 Termination date: 20200919 |