CN107447624B - Novel anti-skid water-absorbing floor tile - Google Patents
Novel anti-skid water-absorbing floor tile Download PDFInfo
- Publication number
- CN107447624B CN107447624B CN201710852023.9A CN201710852023A CN107447624B CN 107447624 B CN107447624 B CN 107447624B CN 201710852023 A CN201710852023 A CN 201710852023A CN 107447624 B CN107447624 B CN 107447624B
- Authority
- CN
- China
- Prior art keywords
- water
- layer
- absorbing
- ground
- floor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 104
- 239000011358 absorbing material Substances 0.000 claims abstract description 31
- 239000000919 ceramic Substances 0.000 claims abstract description 17
- 238000009826 distribution Methods 0.000 claims abstract description 4
- 238000010521 absorption reaction Methods 0.000 claims description 12
- 239000004576 sand Substances 0.000 claims description 9
- 239000011449 brick Substances 0.000 claims description 7
- 239000004744 fabric Substances 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000002245 particle Substances 0.000 claims description 3
- 239000010453 quartz Substances 0.000 claims description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000012466 permeate Substances 0.000 abstract description 13
- 239000000463 material Substances 0.000 abstract description 5
- 230000008595 infiltration Effects 0.000 abstract description 4
- 238000001764 infiltration Methods 0.000 abstract description 4
- 230000035699 permeability Effects 0.000 abstract description 2
- 238000003860 storage Methods 0.000 description 7
- 230000009286 beneficial effect Effects 0.000 description 4
- 239000012535 impurity Substances 0.000 description 3
- 238000000746 purification Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 239000008213 purified water Substances 0.000 description 2
- 230000000717 retained effect Effects 0.000 description 2
- 230000007480 spreading Effects 0.000 description 2
- 238000003892 spreading Methods 0.000 description 2
- 206010039203 Road traffic accident Diseases 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C15/00—Pavings specially adapted for footpaths, sidewalks or cycle tracks
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/04—Pavings made of prefabricated single units made of bricks
Abstract
The application discloses a novel anti-slip water-absorbing floor tile, which comprises a water-absorbing and water-retaining layer and a cobble layer, wherein the water-absorbing and water-retaining layer is paved on the cobble layer, the water-absorbing and water-retaining layer comprises a water-absorbing floor tile layer, a floor beam layer and a water-absorbing material layer, the cobble layer is paved on a foundation, the water-absorbing material layer is paved on the cobble layer, the floor beam layer is poured on the water-absorbing material layer, the floor beam layer consists of more than or equal to two floor beams with 15-20cm intervals, the floor beams in the floor beam layer are in tiling distribution and form water-absorbing spaces, and the water-absorbing floor tile layer is paved on the floor beam layer. Through setting up the land beam in the ceramic tile, laid the ceramic tile that absorbs water on the land beam, the land beam pouring in the land beam layer is on the material layer that absorbs water, and the interval is 20cm between the land beam, and wide 10cm is 0.5cm thick, forms the space that absorbs water, and the rainwater enters into the space that absorbs water through the ceramic tile that absorbs water then infiltrates the ceramic tile lower floor, reaches the purpose of infiltration, consequently, the rainwater can permeate through the ceramic tile in this technical scheme, and the water permeability is strong.
Description
Technical Field
The application relates to the technical field of building materials, in particular to a novel anti-skid water-absorbing floor tile.
Background
The floor tile paving is in a conventional paving form, is widely applied to sidewalks, blind roads and body-building walkways, has better effects than concrete or asphalt and the like when being paved by using the floor tiles, can infiltrate the bottom from the surface of the floor tile, and has low paving cost and convenient construction.
The traditional ceramic tile is laid on ground basis, splices between the adjacent ceramic tile, and the rainwater passes through the gap between two ceramic tiles and gets into inside the basis, then flows to the groundwater layer and carries out, in lasting rainwater weather, gathers a large amount of ponding easily between the ceramic tile gap, because can't guarantee that the rainwater can permeate the subterranean layer in real time through between the ceramic tile gap, and the infiltration ability of ceramic tile itself is relatively poor, and this condition leads to ponding spreading on ground, all brings great inconvenience for pedestrian, vehicle, has the hidden danger of traffic accident.
Based on the above, a novel anti-skid water-absorbing floor tile is provided.
Disclosure of Invention
The application aims to solve the technical problems that: the existing floor tile has poor water seepage capability, accumulated water is accumulated on the surface of the floor tile in a large amount, and the like. The application aims at: the novel anti-skid water-absorbing floor tile is characterized in that cobbles are paved on a foundation, water-absorbing material layers are paved on the cobbles, ground beams are paved on the water-absorbing material layers to serve as water-absorbing spaces, the water-absorbing floor tile is arranged on the ground beams, and rainwater permeates into the lower layers of the floor tile to reach the underground layers through the surfaces of the water-absorbing floor tile. Solves the technical problems of poor water seepage capability, accumulated water aggregation and the like of the existing floor tile.
The application is realized by the following technical scheme:
the utility model provides a novel antiskid water-absorbing floor tile, including water-absorbing and water-retaining layer, cobble layer, water-absorbing and water-retaining layer is laid on cobble layer, and water-absorbing and water-retaining layer includes water-absorbing ground brick layer, girder layer, water-absorbing material layer, and cobble layer is laid on the ground, and water-absorbing material layer is laid on cobble layer, and the girder layer pouring is on water-absorbing material layer, and the girder layer comprises two or more girders with 15-20cm intervals, and the girder in the girder layer is tiling and distributes and forms the space of absorbing water, and water-absorbing ground brick layer is laid on the girder layer.
The water-absorbing floor tile layer has a strong water-absorbing function, and the size of the water-absorbing floor tile can be the common size in the prior art. The water-absorbing floor tile can quickly absorb rainwater in rainy weather, so that the rainwater is prevented from being accumulated on the ground surface for a long time; after the rainwater is absorbed by the water-absorbing floor tiles, if the water storage capacity of the water-absorbing floor tiles is exceeded or the water storage capacity is not exceeded, under sunny weather, the rainwater leaks into a water-absorbing space formed by the ground beams through the water-absorbing floor tiles, a plurality of ground beams are arranged to be in a tiled distribution state, and the space between the ground beams is 15cm to 20cm, the space between the water-absorbing ground tile layers and the water-absorbing material layers is enclosed to form a water-absorbing space layer, and the water permeated by the water-absorbing floor tiles can be stored, namely water can be kept; when the water quantity exceeds the water retention quantity of the water absorption space, rainwater slowly leaks through the water absorption material layer, and the permeated water permeates into the underground layer through the cobble layer. The rainwater can be purified when passing through the water absorbing material layer and the cobble layer, the specific purification mode is to remove impurities carried in the rainwater, the impurities are retained in the water absorbing material layer and the cobble layer, the water purified by the cobble layer is subjected to underground layer and can become underground water or enter a river channel for secondary use or evaporation, and the rainwater falls in the form of rainwater again, and then the rainwater is absorbed by the water absorbing floor tile layer, water is retained, and water is permeated into the ground again.
Therefore, the water-absorbing floor brick layer, the floor beam layer, the water-absorbing material layer and the cobble layer of the water-absorbing and water-retaining layer in the technical scheme form a sponge water-absorbing and purifying form of water absorption, water storage, water seepage and water purification. When needed, the stored water is released and utilized, and each link of water circulation is realized by coordinating water supply and water discharge, so that the ecological system function of the whole city is improved, and the spreading of the water in the city on the ground surface is reduced.
Preferably, the longitudinal section of the ground beam is rectangular, the width of the ground beam is 10-15cm, and the thickness of the ground beam is 0.5-0.8cm.
The concrete structure of the ground beams is optimized, the ground beams of the structure are cast on the water absorbing material layers, each ground beam is paved on the water absorbing material, a water absorbing and retaining space is formed between the upper surface of the water absorbing material layer and the ground beams and between the water absorbing ground tile layers, water leaking from the water absorbing ground tiles can be absorbed, the water is stored, and when the water exceeds the water storage capacity, the water begins to leak downwards.
Preferably, the ground beam layer is formed by overlapping a plurality of ground beams to form a water seepage space of 5 cm. The water seepage space is mainly beneficial to storing water after the water seepage floor tile layer is permeated, and after the water storage capacity is exceeded, the water naturally permeates downwards through the water absorption material layer.
Preferably, the water-absorbing floor tile in the water-absorbing floor tile layer consists of a base layer and a fabric, wherein a steel skeleton is adopted in the base layer as a support, and is filled with base layer aggregate, the fabric is quartz stone or fine sand particles, and the base layer aggregate is stone or stone material.
Preferably, the thickness of the cobble layer is 20-30cm. The cobble layer is generally paved at the bottommost layer of the foundation, and is formed by stacking a plurality of cobbles, and gaps among the cobbles are beneficial to re-leaking water leaking from the water absorbing material layer and flowing below the ground surface.
Preferably, the water absorbing material layer consists of fine sand. The diameter of the fine sand is 0.1-0.25 mm, the water absorption capacity of the fine sand is strong, and the fine sand can permeate water leaked from the water absorption space into the cobble layer.
Preferably, the forward projection of the gaps between the water-absorbing tiles in the water-absorbing floor tile layer is positioned on the floor beams in the floor beam layer. Namely, the connecting ends of the adjacent floor tiles are just arranged on the floor beams of the floor beam layer. In operation, adjacent tiles are connected by an adhesive so that water on the surface of the tiles directly permeates between or onto the floor beams and then flows to the layer of water absorbing material.
Preferably, the upper surface central line area of the ground beam is provided with a diversion trench parallel to the length direction of the ground beam, and two ends of the diversion trench are provided with inclined surface structures. The cross section of guiding gutter is the quadrangle, and its main effect is to permeating ponding on the earth beam and leading to the water retention on the earth beam to as early as possible get into the water absorption and retention space of earth beam, and the setting of guiding gutter here, and the inclined plane structure at guiding gutter both ends, after the water gets into the guiding gutter, accessible guiding gutter both ends inclined plane structure flows, and wherein inclined plane structure is certain inclination with the level, can ensure that water flows smoothly.
Preferably, the inclined surface structure has an inclination angle of 45-60 degrees with respect to the horizontal plane. In order to better facilitate the water accumulated on the diversion trench to flow out quickly, an inclined surface structure is arranged, the inclined angle of the inclined surface structure and the horizontal plane is 45-60 degrees, and if the inclined angle of the inclined surface structure and the horizontal plane is smaller, for example, smaller than 45 degrees, the accumulated water flows out slowly.
Preferably, the side surface of the ground beam, which is perpendicular to the plane where the inclined surface structure is, is provided with a through hole, and the through hole is communicated with the diversion trench. The mounting positions of the through holes are as follows: if the first ground beam is adjacent to the second ground beam, the through holes are respectively formed in the adjacent side surfaces of the first ground beam and the second ground beam, and the arranged through holes are identical to the diversion trenches, so that water flows can flow out through the through holes under the condition that the supporting force of the ground beam to the water-absorbing floor tile is ensured.
Compared with the prior art, the application has the following advantages and beneficial effects:
(1) Through setting up the land girder in the ceramic tile in this technical scheme, laid the ceramic tile that absorbs water on the land girder, the land girder pouring in the land girder layer is on the material layer that absorbs water, and the interval is 20cm between the land girder, and the land girder width 10cm, and thickness is 0.5cm, forms the space that absorbs water, and the rainwater enters into the space that absorbs water and then permeates the ceramic tile lower floor through the ceramic tile that absorbs water, reaches the purpose of infiltration, consequently, the rainwater can permeate through the ceramic tile in this technical scheme, and the infiltration performance is strong.
(2) The water-absorbing floor tile in the technical scheme adopts a new technical circulating system, has large water absorption capacity and strong air permeability, meets the anti-skid standard, meets the water absorption requirement, and can achieve the reserve function of groundwater resources.
(3) According to the technical scheme, the water-absorbing and water-retaining layer and the cobble layer are arranged, the water-absorbing ground brick layer in the water-absorbing and water-retaining layer absorbs water, the ground beam layer stores water, the water-absorbing material layer permeates water, and the cobble layer purifies water, so that a water circulation mode of water absorption, water storage, water permeation and purified water is formed, the stored water is required to be released and utilized, and the purified water is secondarily utilized to form a renewable recycling purification system.
Drawings
The accompanying drawings, which are included to provide a further understanding of embodiments of the application and are incorporated in and constitute a part of this specification, illustrate embodiments of the application and together with the description serve to explain the principles of the application. In the drawings:
FIG. 1 is a schematic cross-sectional view of the structure of the present application;
FIG. 2 is a schematic view of the structure of a ground beam according to the present application;
wherein: 1-water-absorbing ground brick layer, 2-ground beam layer, 3-water-absorbing material layer, 4-cobble layer, 5-diversion trench, 6-through hole and 7-inclined plane structure.
Detailed Description
For the purpose of making apparent the objects, technical solutions and advantages of the present application, the present application will be further described in detail with reference to the following examples and the accompanying drawings, wherein the exemplary embodiments of the present application and the descriptions thereof are for illustrating the present application only and are not to be construed as limiting the present application.
Example 1:
as shown in fig. 1 and 2, the novel anti-slip water-absorbing floor tile comprises a water-absorbing and water-retaining layer and a cobble layer 4, wherein the water-absorbing and water-retaining layer is paved on the cobble layer 4 and comprises a water-absorbing floor tile layer 1, a floor tile layer 2 and a water-absorbing material layer 3, the cobble layer 4 is paved on a foundation, the water-absorbing material layer 3 is paved on the cobble layer 4, the floor tile layer 2 is poured on the water-absorbing material layer 3, the floor tile layer 2 consists of two floor beams with 15-20cm intervals which are more than or equal to each other, the floor beams in the floor tile layer 2 are in tiling distribution and form water-absorbing spaces, and the water-absorbing floor tile layer 1 is paved on the floor tile layer 2.
The longitudinal section of the ground beam is rectangular, the width of the ground beam is 10-15cm, and the thickness of the ground beam is 0.5-0.8cm.
The paving process flow of the floor tile in the embodiment is as follows: paving cobbles with the thickness of 20-30cm on the bottommost layer of the foundation, paving a layer of water absorbing material layer 3 on the cobbles, pouring ground beams with the width of 15-20cm on the ground beams after the water absorbing material is paved and leveled, taking the ground beam layer 2 as a water absorbing space, and paving and sticking water absorbing floor tiles on the ground beams.
The water-absorbing floor tile in the water-absorbing floor tile layer 1 in the embodiment is composed of a base layer and a fabric, wherein a steel skeleton is used as a support in the base layer, and is filled with base layer aggregate, and the fabric is quartz stone or fine sand particles. Wherein the thickness of the cobble layer 1 is 20-30cm, and the water absorbing material layer 3 consists of fine sand. The cobble layer 1 is provided with cobble stones which are beneficial to discharging accumulated water on the surface of the water-absorbing floor tile to the lower layer of the floor tile, and the accumulated water permeates into the underground layer through cobble gaps to achieve the aim of water permeation.
Example 2:
the difference between this embodiment and the above embodiment is that: the forward projection of the gaps between the water-absorbing floor tiles in the water-absorbing floor tile layer 1 is positioned on the floor beams in the floor beam layer 2, so that rainwater gathered in the gaps between the water-absorbing floor tiles can directly permeate between the floor beams and then permeate into the underground layer through the water-absorbing material layer 3 and the cobble layer 4, and the purpose of water permeation is achieved. The rainwater can remove impurities in the rainwater after penetrating through the water-absorbing floor tile, and then the rainwater is reserved underground, so that the secondary utilization can be realized, and the purpose of water resource circulation is achieved.
Example 3:
the difference between this embodiment and the above embodiment is that: the upper surface central line area of the ground beam is parallel to the diversion trenches 5 arranged in the length direction of the ground beam, and inclined surface structures 7 are arranged at two ends of the diversion trenches 5. In this embodiment, the floor beam has the function of supporting the water-absorbing floor tile, and the diversion trench 5 arranged on the floor beam can conduct diversion on water entering the water-absorbing floor tile layer, so that the water-absorbing floor tile has the function of water storage and the diversion function.
The diversion function is specifically embodied in: the inclined surface structure 7 is arranged, the inclined angle between the inclined surface structure and the horizontal plane is 45-60 degrees, so that water on the upper surface of the diversion trench 5 is diverted, and the water is quickly circulated into the water absorption layer.
In this embodiment, a through hole 6 is formed in the side surface of the ground beam perpendicular to the plane where the inclined surface structure 7 is located, and the through hole 6 is communicated with the diversion trench 5. The through holes 6 facilitate the water flow in the diversion trenches 5.
The foregoing description of the embodiments has been provided for the purpose of illustrating the general principles of the application, and is not meant to limit the scope of the application, but to limit the application to the particular embodiments, and any modifications, equivalents, improvements, etc. that fall within the spirit and principles of the application are intended to be included within the scope of the application.
Claims (5)
1. The utility model provides a novel antiskid water absorption ceramic tile which characterized in that: the water-absorbing and water-retaining layer is paved on the cobble layer (4), the water-absorbing and water-retaining layer comprises a water-absorbing ground brick layer (1), a ground beam layer (2) and a water-absorbing material layer (3), the cobble layer (4) is paved on a foundation, the water-absorbing material layer (3) is paved on the cobble layer (4), the ground beam layer (2) is poured on the water-absorbing material layer (3), the ground beam layer (2) consists of more than or equal to two ground beams with 15-20cm intervals, the ground beams in the ground beam layer (2) are in tiling distribution and form water-absorbing spaces, and the water-absorbing ground brick layer (1) is paved on the ground beam layer (2);
the ground beam layer (2) is formed by overlapping a plurality of ground beams to form a water seepage space with the height of 5 cm; the forward projection of the gaps between the water-absorbing floor tiles in the water-absorbing floor tile layer (1) is positioned on the floor beams in the floor beam layer (2); the upper surface central line area of the ground beam is provided with a diversion trench (5) parallel to the length direction of the ground beam, two ends of the diversion trench (5) are provided with inclined surface structures (7), and the inclined angle between the inclined surface structures (7) and the horizontal plane is 45-60 degrees; the side face of the ground beam, which is perpendicular to the plane where the inclined face structure (7) is located, is provided with a through hole (6), and the through hole (6) is communicated with the diversion trench (5).
2. The novel anti-slip water-absorbing floor tile of claim 1, wherein: the longitudinal section of the ground beam is rectangular, the width of the ground beam is 10-15cm, and the thickness of the ground beam is 0.5-0.8cm.
3. The novel anti-slip water-absorbing floor tile of claim 1, wherein: the water-absorbing floor tile in the water-absorbing floor tile layer (1) consists of a base layer and a fabric, wherein a steel skeleton is used as a support in the base layer, and is filled with base layer aggregate, and the fabric is quartz stone or fine sand particles.
4. The novel anti-slip water-absorbing floor tile of claim 1, wherein: the thickness of the cobble layer (4) is 20-30cm.
5. The novel anti-slip water-absorbing floor tile of claim 1, wherein: the water absorbing material layer (3) consists of fine sand.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710852023.9A CN107447624B (en) | 2017-09-19 | 2017-09-19 | Novel anti-skid water-absorbing floor tile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710852023.9A CN107447624B (en) | 2017-09-19 | 2017-09-19 | Novel anti-skid water-absorbing floor tile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107447624A CN107447624A (en) | 2017-12-08 |
| CN107447624B true CN107447624B (en) | 2023-11-14 |
Family
ID=60497807
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710852023.9A Active CN107447624B (en) | 2017-09-19 | 2017-09-19 | Novel anti-skid water-absorbing floor tile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107447624B (en) |
Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08231283A (en) * | 1995-02-27 | 1996-09-10 | Toray Ind Inc | Water-permeable block and its production |
| KR200314074Y1 (en) * | 2003-03-05 | 2003-05-22 | 주식회사 대도세라믹 | Multi functional bottom brick |
| JP2008169571A (en) * | 2007-01-10 | 2008-07-24 | Nippon Ceramica:Kk | Pavement structure having permeability, water-retaining property, and drainage property, and brick used therefor |
| CN101403209A (en) * | 2008-11-05 | 2009-04-08 | 深圳市建筑科学研究院有限公司 | Fast water-permeable brick for stopping pad and laying method |
| JP2010222957A (en) * | 2009-02-26 | 2010-10-07 | Shinko Seiso Kk | Pavement road |
| CN202323612U (en) * | 2011-11-07 | 2012-07-11 | 苏磊 | Dank floor tile |
| JP2013204277A (en) * | 2012-03-28 | 2013-10-07 | Sekisui Plastics Co Ltd | Water storing pavement structure |
| CN105544336A (en) * | 2015-12-30 | 2016-05-04 | 昆山通海建材科技有限公司 | Gap water-permeable brick set and ecological water-permeable pavement formed by brick set in paving manner |
| CN205368925U (en) * | 2015-11-27 | 2016-07-06 | 江西绿岛科技有限公司 | High permeable to water infiltration brick of light -duty antiskid |
| CN105780622A (en) * | 2016-03-31 | 2016-07-20 | 苏州乐聚堂电子科技有限公司 | Permeable brick |
| CN205604016U (en) * | 2016-03-04 | 2016-09-28 | 浙江德安科技股份有限公司 | Trade brick and pavement |
| CN106049215A (en) * | 2016-05-25 | 2016-10-26 | 安徽普氏生态环境工程有限公司 | Road greening brick |
| CN106320137A (en) * | 2016-10-17 | 2017-01-11 | 安庆市汉久电子科技有限公司 | Rapid-penetration permeable floor tile |
| CN205907557U (en) * | 2016-07-19 | 2017-01-25 | 广东浚丰华科技有限公司 | Water permeable pavement structure |
| CN106988182A (en) * | 2017-03-31 | 2017-07-28 | 成都市德容建筑劳务有限公司 | Infiltration type face brick and its installation method |
| CN107059526A (en) * | 2017-06-04 | 2017-08-18 | 王行忠 | A kind of sponge urban water-through brick |
| CN207210905U (en) * | 2017-09-19 | 2018-04-10 | 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 CN201710852023.9A patent/CN107447624B/en active Active
Patent Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08231283A (en) * | 1995-02-27 | 1996-09-10 | Toray Ind Inc | Water-permeable block and its production |
| KR200314074Y1 (en) * | 2003-03-05 | 2003-05-22 | 주식회사 대도세라믹 | Multi functional bottom brick |
| JP2008169571A (en) * | 2007-01-10 | 2008-07-24 | Nippon Ceramica:Kk | Pavement structure having permeability, water-retaining property, and drainage property, and brick used therefor |
| CN101403209A (en) * | 2008-11-05 | 2009-04-08 | 深圳市建筑科学研究院有限公司 | Fast water-permeable brick for stopping pad and laying method |
| JP2010222957A (en) * | 2009-02-26 | 2010-10-07 | Shinko Seiso Kk | Pavement road |
| CN202323612U (en) * | 2011-11-07 | 2012-07-11 | 苏磊 | Dank floor tile |
| JP2013204277A (en) * | 2012-03-28 | 2013-10-07 | Sekisui Plastics Co Ltd | Water storing pavement structure |
| CN205368925U (en) * | 2015-11-27 | 2016-07-06 | 江西绿岛科技有限公司 | High permeable to water infiltration brick of light -duty antiskid |
| CN105544336A (en) * | 2015-12-30 | 2016-05-04 | 昆山通海建材科技有限公司 | Gap water-permeable brick set and ecological water-permeable pavement formed by brick set in paving manner |
| CN205604016U (en) * | 2016-03-04 | 2016-09-28 | 浙江德安科技股份有限公司 | Trade brick and pavement |
| CN105780622A (en) * | 2016-03-31 | 2016-07-20 | 苏州乐聚堂电子科技有限公司 | Permeable brick |
| CN106049215A (en) * | 2016-05-25 | 2016-10-26 | 安徽普氏生态环境工程有限公司 | Road greening brick |
| CN205907557U (en) * | 2016-07-19 | 2017-01-25 | 广东浚丰华科技有限公司 | Water permeable pavement structure |
| CN106320137A (en) * | 2016-10-17 | 2017-01-11 | 安庆市汉久电子科技有限公司 | Rapid-penetration permeable floor tile |
| CN106988182A (en) * | 2017-03-31 | 2017-07-28 | 成都市德容建筑劳务有限公司 | Infiltration type face brick and its installation method |
| CN107059526A (en) * | 2017-06-04 | 2017-08-18 | 王行忠 | A kind of sponge urban water-through brick |
| CN207210905U (en) * | 2017-09-19 | 2018-04-10 | 成都多普力电子科技有限公司 | A kind of new-type antiskid water suction floor tile |
Non-Patent Citations (1)
| Title |
|---|
| 发达国家海绵城市建设经验及启示;田闯;;黄河科技大学学报(05);70-76 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107447624A (en) | 2017-12-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206052536U (en) | Asphalt bridge floor with discharge structure and bridge | |
| CN102227534A (en) | Road surfacing, method of constructing road surfacing, and concrete form | |
| CN106351105A (en) | Porous pavement for sponge city | |
| CN204849520U (en) | Road drainage system | |
| AU2016228704B2 (en) | Hard road construction method for natural groundwater recharge | |
| CN206219935U (en) | A kind of permeable pavement structure of high intensity, high osmosis | |
| CN206581105U (en) | A kind of water-permeable brick | |
| CN205604000U (en) | Novel permeable pavement brick | |
| CN207244389U (en) | A kind of shallow-layer water storage road surface water-permeable brick | |
| CN210561536U (en) | Anti-blocking water-permeable sidewalk | |
| CN107447624B (en) | Novel anti-skid water-absorbing floor tile | |
| CN209482092U (en) | Suitable for the sponge city system of biological stranded belt is arranged outside town road red line | |
| CN215329163U (en) | Structure of combined sponge city system for sidewalk and green belt | |
| CN105484125A (en) | Step capable of collecting and utilizing rainwater | |
| CN105421647A (en) | Step building block for collecting and utilizing rainwater | |
| CN206090204U (en) | Height ecological road surface structure of permeating water | |
| CN212611771U (en) | Floor tile with drainage channel for sponge city | |
| CN214116133U (en) | Multifunctional concrete pavement brick with water permeable holes | |
| CN211815262U (en) | Brick permeates water convenient to drainage | |
| CN108411728A (en) | Surface drainage | |
| CN211340276U (en) | Semi-permeable brick for sponge city laying | |
| CN210826986U (en) | Municipal administration road surface structure | |
| CN209482082U (en) | A kind of assembled gap porous pavement of novel belt rain water collecting system | |
| CN106996063A (en) | A kind of pavement structure of permeable road | |
| CN207210905U (en) | A kind of new-type antiskid water suction floor tile |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |