CN108191331B - Hollow kerb capable of cleaning and permeating water and bearing runoff - Google Patents
Hollow kerb capable of cleaning and permeating water and bearing runoff Download PDFInfo
- Publication number
- CN108191331B CN108191331B CN201711409315.1A CN201711409315A CN108191331B CN 108191331 B CN108191331 B CN 108191331B CN 201711409315 A CN201711409315 A CN 201711409315A CN 108191331 B CN108191331 B CN 108191331B
- Authority
- CN
- China
- Prior art keywords
- water
- wall
- runoff
- permeating
- aqueous solution
- 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
Images
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/45—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
- C04B41/52—Multiple coating or impregnating multiple coating or impregnating with the same composition or with compositions only differing in the concentration of the constituents, is classified as single coating or impregnation
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/60—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone of only artificial stone
- C04B41/61—Coating or impregnation
- C04B41/70—Coating or impregnation for obtaining at least two superposed coatings having different compositions
-
- 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
- E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00284—Materials permeable to liquids
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a cleanable water-permeable hollow curb for bearing runoff, which comprises a bottom wall 1, a left wall 3, a right wall 4, a front wall 5 and a rear wall 6, wherein the inner surfaces of the upper parts of the front wall and the rear wall are provided with lugs 7, a top wall 2 is movably connected with the lugs, the bottom wall, the left wall, the right wall, the top wall, the lower parts of the front wall and the upper parts of the rear wall are made of concrete, the upper part of the front wall is made of a material with a water permeable function, and the lower part of the rear wall is made of a material with a water permeable function. Compared with the traditional curb, the clean permeable hollow curb for bearing runoff can effectively absorb the runoff rainwater formed on the road, avoid water accumulation on the road, slow down urban flood disasters, supplement underground water resources, provide water for the growth of green plants on two sides of the road and reduce the maintenance cost. Meanwhile, the designed flushable structure can facilitate the back washing of the high-pressure water gun, prolong the service life of the kerbstone and reduce the cost.
Description
Technical Field
The invention relates to the technical field of road construction, in particular to a roadside building accessory capable of collecting and absorbing rainwater in highway runoff, and particularly relates to a runoff bearing permeable clean curb.
Technical Field
The curb is a road band building annex that road construction in-process often can use, generally is as setting up at the road surface edge and the bar stone of other structure strip separations, also can play and stabilize the road bed, maintains driving safety's effect, and it is very extensive to use in road construction in-process. But when traditional curb partition region, hindered the normal drainage of road, lead to the surface ponding serious, especially in the rainy weather in south or the rainy weather of north concentration, very easily cause rainy day surface ponding, influence driving safety. With the increase of the hardened ground of the city, rainfall is directly discharged into a drainage pipe network, so that underground water cannot be effectively supplemented, and the urban green land is also required to be specially watered and irrigated. Urban water resource not only can't make full use of for the rainwater is extravagant in a large number, but also need extract groundwater resources and irrigate the plant, and the increase maintenance cost reduces ground water level, causes very big waste and environmental problem.
Disclosure of Invention
The invention aims to solve the problems, and provides a clean permeable hollow curb bearing runoff, which can effectively absorb the runoff rainwater formed on a road, avoid water accumulation on the road, slow down urban flood disasters, supplement underground water resources, provide moisture for the growth of green plants on two sides of the road and reduce maintenance cost.
The technical scheme of the invention is summarized as follows:
the utility model provides a accept cavity curb that permeates water of runoff can clean, includes diapire 1, left wall 3, right wall 4, antetheca 5 and back wall 6, is provided with lug 7 at the internal surface on the upper portion of antetheca and back wall, roof 2 and lug swing joint, the material on the lower part of diapire, left wall, right wall, roof, antetheca and the upper portion of back wall is the concrete, and the upper portion of antetheca is for having the material of the function of permeating water, and the lower part of back wall is for having the material of the function of permeating water.
The concrete has strength above C20.
The material with the water permeating function is prepared by the following method: mixing the following components in a mass ratio of (0.6-0.8): (0.1-0.25): (0.01-0.1): (0.05-0.2) and (0.005-0.04): (0-0.08) 4-6 mesh quartz sand, ordinary portland cement, silica fume, fly ash, calcium nitrate and pigment, wherein the water-cement ratio is 0.3-0.4, the mixing amount of the polycarboxylic acid water reducing agent is 2-5% of water, the materials are uniformly mixed, after casting and molding in a mold, a sodium silicate aqueous solution with the mass concentration of 2-40% is smeared on the outer surface, and the sodium silicate aqueous solution permeates to the inner surface and is dried; then, 2 to 40 mass percent of potassium carbonate aqueous solution is coated and permeated to the inner surface, and then a layer of nano titanium dioxide powder is coated.
The material with the water seepage function is prepared by the following method: mixing the following components in a mass ratio of (0.6-0.8): (0.1-0.25): (0.01-0.1): (0.05-0.2) and (0.005-0.04): (0-0.08) 8-12 mesh quartz sand, ordinary portland cement, silica fume, fly ash, calcium nitrate and pigment, wherein the water-cement ratio is 0.3-0.4, the mixing amount of the polycarboxylic acid water reducing agent is 2-5% of water, the materials are uniformly mixed, after casting and molding in a mold, a sodium silicate aqueous solution with the mass concentration of 2-40% is smeared on the outer surface, and the sodium silicate aqueous solution permeates to the inner surface and is dried; and then smearing 2-40 mass percent of potassium carbonate water solution to permeate into the inner surface.
The invention has the advantages that:
compared with the traditional curb, the clean permeable hollow curb for bearing runoff can effectively absorb the runoff rainwater formed on the road, avoid water accumulation on the road, slow down urban flood disasters, supplement underground water resources, provide water for the growth of green plants on two sides of the road and reduce the maintenance cost. Meanwhile, the designed flushable structure can facilitate the back washing of the high-pressure water gun, prolong the service life of the kerbstone and reduce the cost.
Drawings
FIG. 1 is a schematic view of a cleanable water permeable hollow curb for receiving runoff according to the present invention.
Fig. 2 is a longitudinal sectional view of fig. 1 from the front to the rear.
FIG. 3 is a schematic view showing a clean water-permeable hollow curb for receiving runoff in accordance with the present invention.
FIG. 4 is a view of a cleanable water permeable hollow curb mold for receiving runoff according to the present invention, wherein A in FIG. 4 is a schematic view of the mold except for the top wall; b is a schematic view of the top wall mold; and C is an assembly schematic diagram after molding by using a mold.
Detailed Description
The invention is further illustrated by the figures and the examples.
The utility model provides a clean cavity curb that permeates water of accepting runoff, see fig. 1 and fig. 2, includes diapire 1, left wall 3, right wall 4, antetheca 5 and back wall 6, is provided with lug 7 at the internal surface on the upper portion of antetheca and back wall, and roof 2 and lug swing joint, the material on the lower part of diapire, left wall, right wall, roof, antetheca and the upper portion of back wall is the concrete, and the upper portion of antetheca is the material that has the function of permeating water, and the lower part of back wall is the material that has the function of permeating water.
The concrete has strength of C20 or above.
Example 1
The material with the water permeating function is prepared by the following method: mixing the components in a mass ratio of 0.7:0.2: 0.05: 0.1:0.02: 0.04 of 6-mesh quartz sand, ordinary portland cement, silica fume, fly ash, calcium nitrate and pigment, wherein the water-cement ratio is 0.3, the mixing amount of the polycarboxylic acid water reducing agent is 4 percent of water, the materials are uniformly mixed, after casting and molding in a mold, a sodium silicate aqueous solution with the mass concentration of 20 percent is smeared on the outer surface, and the mixture is permeated to the inner surface and dried; and then coating a potassium carbonate water solution with the mass concentration of 20%, penetrating into the inner surface, and coating a layer of nano titanium dioxide powder.
Example 2
The material with the water permeating function is prepared by the following method: mixing the components in a mass ratio of 0.6:0.25: 0.01: 0.2:0.005: 0.08 of 4-mesh quartz sand, ordinary portland cement, silica fume, fly ash, calcium nitrate and pigment, wherein the water-cement ratio is 0.3, the mixing amount of the polycarboxylic acid water reducing agent is 5 percent of water, the materials are uniformly mixed, and after the materials are cast and molded in a mold, a sodium silicate aqueous solution with the mass concentration of 2 percent is smeared on the outer surface and permeates to the inner surface, and the materials are dried; and then coating a 2% potassium carbonate aqueous solution by mass concentration, permeating the potassium carbonate aqueous solution into the inner surface, and then coating a layer of nano titanium dioxide powder.
Example 3
The material with the water permeating function is prepared by the following method: mixing the components in a mass ratio of 0.8:0.1: 0.05:0.04 of 6-mesh quartz sand, ordinary portland cement, silica fume, fly ash and calcium nitrate, wherein the water-cement ratio is 0.4, the mixing amount of the polycarboxylic acid water reducing agent is 2 percent of water, the materials are uniformly mixed, after casting and molding in a mold, a sodium silicate aqueous solution with the mass concentration of 40 percent is smeared on the outer surface, and the sodium silicate aqueous solution permeates into the inner surface and is dried; and then coating a potassium carbonate water solution with the mass concentration of 40%, permeating into the inner surface, and coating a layer of nano titanium dioxide powder.
Example 4
The material with the water seepage function is prepared by the following method: mixing the components in a mass ratio of 0.7:0.2: 0.05: 0.1:0.02: 0.04 of 10-mesh quartz sand, ordinary portland cement, silica fume, fly ash, calcium nitrate and pigment, wherein the water-cement ratio is 0.3, the mixing amount of the polycarboxylic acid water reducing agent is 4 percent of water, the materials are uniformly mixed, after casting and molding in a mold, a sodium silicate aqueous solution with the mass concentration of 20 percent is smeared on the outer surface, and the mixture is permeated to the inner surface and dried; and then coating a potassium carbonate aqueous solution with the mass concentration of 20% to permeate into the inner surface.
Example 5
The material with the water seepage function is prepared by the following method: mixing the components in a mass ratio of 0.6:0.25: 0.01: 0.2:0.005: 0.08 of 8-mesh quartz sand, ordinary portland cement, silica fume, fly ash, calcium nitrate and pigment, wherein the water-cement ratio is 0.3, the mixing amount of the polycarboxylic acid water reducing agent is 5 percent of water, the materials are uniformly mixed, and after the materials are cast and molded in a mold, a sodium silicate aqueous solution with the mass concentration of 2 percent is smeared on the outer surface and permeates to the inner surface, and the materials are dried; and then, a potassium carbonate aqueous solution with the mass concentration of 2% is coated and permeated to the inner surface.
Example 6
The material with the water seepage function is prepared by the following method: mixing the components in a mass ratio of 0.8:0.1: 0.05:0.04 of 12-mesh quartz sand, ordinary portland cement, silica fume, fly ash and calcium nitrate, wherein the water-cement ratio is 0.4, the mixing amount of the polycarboxylic acid water reducing agent is 2 percent of water, the materials are uniformly mixed, after casting and molding in a mold, a sodium silicate aqueous solution with the mass concentration of 40 percent is smeared on the outer surface, and the sodium silicate aqueous solution permeates into the inner surface and is dried; and then coating a potassium carbonate aqueous solution with the mass concentration of 40% to permeate into the inner surface.
Example 7
A clean permeable hollow curb bearing runoff is prepared, a mould is designed according to figures 1 and 2, the mould is shown as A and B in figure 4, strength C20 concrete is poured into the mould in figure 4A corresponding to a bottom wall according to a conventional technical means, the concrete is compacted by vibration, strength C20 concrete is poured into the lower part of a left wall, the lower part of a front wall and the lower part of a right wall, and a material with a water seepage function is prepared into the lower part of a rear wall according to the method of example 4; pouring C20 concrete with strength to the upper part of the left wall, the upper part of the rear wall and the upper part of the right wall, and preparing the material with the water permeability function to the upper part of the front wall according to the method in the embodiment 1; pouring concrete with the strength of C20 into the mold of FIG. 4B to obtain the cleanable water permeable hollow curb bearing runoff.
Materials with water permeating function prepared by the method of example 4 in the embodiment can be replaced by materials with water permeating function prepared by the materials with water permeating function of examples 5 and 6; other similar to this embodiment, can prepare and accept the hollow curb of permeating water of clean of runoff.
Materials with water permeability functions prepared by the materials with water permeability functions of the examples 2 and 3 can be respectively used for replacing the materials with water permeability functions prepared by the method of the example 4 in the embodiment; other similar to this embodiment, can prepare and accept the hollow curb of permeating water of clean of runoff.
The front wall of the cleanable permeable hollow curb for bearing runoff is arranged towards one side of a road bed, and the lower part of the curb plays roles in retaining soil, bearing load and stabilizing the road bed; the upper part of the front wall has a water permeable function and is used for bearing the rainwater runoff of the road surface; the hollow water storage area is used for storing rainwater which permeates in; the roof is used for closing cap cavity retaining area, intercepts dust, and the jam appears in the district of permeating water, can open the roof, carries out the back flush to the district of permeating water with high-pressure squirt. The lower part of the rear wall with the water seepage function is in contact with the green land, and fine sand is filled between the green land and the hollow curb, so that the influence of soil on rainwater seepage due to blockage of gaps at the lower part of the rear wall is avoided.
Claims (2)
1. A hollow kerb capable of cleaning and permeating water for bearing runoff is characterized by comprising a bottom wall (1), a left wall (3), a right wall (4), a front wall (5) and a rear wall (6), wherein the inner surfaces of the upper parts of the front wall and the rear wall are provided with lugs (7), a top wall (2) is movably connected with the lugs, the lower parts of the bottom wall, the left wall, the right wall, the top wall, the front wall and the upper parts of the rear wall are made of concrete, the upper part of the front wall is made of a material with a water permeating function, and the lower part of the rear wall is made of a material with a water permeating function;
the material with the water permeating function is prepared by the following method: mixing the following components in a mass ratio of (0.6-0.8): (0.1-0.25): (0.01-0.1): (0.05-0.2) and (0.005-0.04): (0-0.08) 4-6 mesh quartz sand, ordinary portland cement, silica fume, fly ash, calcium nitrate and pigment, wherein the water-cement ratio is 0.3-0.4, the mixing amount of the polycarboxylic acid water reducing agent is 2-5% of water, the materials are uniformly mixed, after casting and molding in a mold, a sodium silicate aqueous solution with the mass concentration of 2-40% is smeared on the outer surface, and the sodium silicate aqueous solution permeates to the inner surface and is dried; then, smearing a potassium carbonate water solution with the mass concentration of 2-40%, permeating the potassium carbonate water solution to the inner surface, and smearing a layer of nano titanium dioxide powder;
the material with the water seepage function is prepared by the following method: mixing the following components in a mass ratio of (0.6-0.8): (0.1-0.25): (0.01-0.1): (0.05-0.2) and (0.005-0.04): (0-0.08) 8-12 mesh quartz sand, ordinary portland cement, silica fume, fly ash, calcium nitrate and pigment, wherein the water-cement ratio is 0.3-0.4, the mixing amount of the polycarboxylic acid water reducing agent is 2-5% of water, the materials are uniformly mixed, after casting and molding in a mold, a sodium silicate aqueous solution with the mass concentration of 2-40% is smeared on the outer surface, and the sodium silicate aqueous solution permeates to the inner surface and is dried; and then smearing 2-40 mass percent of potassium carbonate water solution to permeate into the inner surface.
2. The cleanable permeable hollow curb for receiving runoff according to claim 1 wherein the concrete is strength C20 and above.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711409315.1A CN108191331B (en) | 2017-12-22 | 2017-12-22 | Hollow kerb capable of cleaning and permeating water and bearing runoff |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711409315.1A CN108191331B (en) | 2017-12-22 | 2017-12-22 | Hollow kerb capable of cleaning and permeating water and bearing runoff |
Publications (2)
Publication Number | Publication Date |
---|---|
CN108191331A CN108191331A (en) | 2018-06-22 |
CN108191331B true CN108191331B (en) | 2020-11-24 |
Family
ID=62583505
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201711409315.1A Active CN108191331B (en) | 2017-12-22 | 2017-12-22 | Hollow kerb capable of cleaning and permeating water and bearing runoff |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108191331B (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111021187A (en) * | 2019-12-18 | 2020-04-17 | 广东特耐石新材料科技有限公司 | Assembled permeable road edge stone and preparation method thereof |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11100804A (en) * | 1997-09-25 | 1999-04-13 | Nihon Kogyo Co Ltd | Permeable plate block |
CN202989722U (en) * | 2012-11-15 | 2013-06-12 | 长安大学 | Permeable road kerb |
CN103981783A (en) * | 2014-04-29 | 2014-08-13 | 中国建筑股份有限公司 | Stone texture imitating permeable concrete prefabricated brick and preparation method thereof |
CN104005316A (en) * | 2014-06-13 | 2014-08-27 | 北京建筑大学 | Kerb with drainage function and pollutant intercepting function |
CN104264564A (en) * | 2014-10-27 | 2015-01-07 | 沈阳建筑大学 | Permeable, ventilated, and air purifying concrete curb and processing method thereof |
CN104421525A (en) * | 2013-09-10 | 2015-03-18 | 天津市靖隆纺织橡胶有限公司 | Formaldehyde-resistant cement throat pipe |
CN105507103A (en) * | 2016-02-23 | 2016-04-20 | 河北建研环境科技有限公司 | Lightweight high-strength water permeable brick with photocatalysis effect |
CN106186405A (en) * | 2016-08-30 | 2016-12-07 | 北京东方园林生态股份有限公司 | A kind of kerbstone of collection and purification rainwater |
CN107056322A (en) * | 2017-05-12 | 2017-08-18 | 上海玖鼎环保科技有限公司 | permeable road kerb |
CN107386415A (en) * | 2017-09-01 | 2017-11-24 | 沈阳建筑大学 | Electronic water lift self-restraint lawn and intercepting pollution for rainwater ecological pavement |
-
2017
- 2017-12-22 CN CN201711409315.1A patent/CN108191331B/en active Active
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11100804A (en) * | 1997-09-25 | 1999-04-13 | Nihon Kogyo Co Ltd | Permeable plate block |
CN202989722U (en) * | 2012-11-15 | 2013-06-12 | 长安大学 | Permeable road kerb |
CN104421525A (en) * | 2013-09-10 | 2015-03-18 | 天津市靖隆纺织橡胶有限公司 | Formaldehyde-resistant cement throat pipe |
CN103981783A (en) * | 2014-04-29 | 2014-08-13 | 中国建筑股份有限公司 | Stone texture imitating permeable concrete prefabricated brick and preparation method thereof |
CN104005316A (en) * | 2014-06-13 | 2014-08-27 | 北京建筑大学 | Kerb with drainage function and pollutant intercepting function |
CN104264564A (en) * | 2014-10-27 | 2015-01-07 | 沈阳建筑大学 | Permeable, ventilated, and air purifying concrete curb and processing method thereof |
CN105507103A (en) * | 2016-02-23 | 2016-04-20 | 河北建研环境科技有限公司 | Lightweight high-strength water permeable brick with photocatalysis effect |
CN106186405A (en) * | 2016-08-30 | 2016-12-07 | 北京东方园林生态股份有限公司 | A kind of kerbstone of collection and purification rainwater |
CN107056322A (en) * | 2017-05-12 | 2017-08-18 | 上海玖鼎环保科技有限公司 | permeable road kerb |
CN107386415A (en) * | 2017-09-01 | 2017-11-24 | 沈阳建筑大学 | Electronic water lift self-restraint lawn and intercepting pollution for rainwater ecological pavement |
Also Published As
Publication number | Publication date |
---|---|
CN108191331A (en) | 2018-06-22 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203160147U (en) | Rainwater collection and drainage system for road | |
CN101654356B (en) | Shield method tunnel synchronous grouting slurry applied to compound stratum with upper soft part and lower hard part | |
CN202031001U (en) | Compound water-permeable road structure | |
CN206457693U (en) | It is a kind of from the permeable water purification curb of embedded | |
CN205205600U (en) | Regeneration road surface structure | |
CN106544941B (en) | Permeable pavement with purification performance | |
CN111501474B (en) | Exposed aggregate ceramsite permeable concrete road structure based on solid waste recycling | |
CN103174079A (en) | Road rainwater collecting system for preventing surface gathered water | |
CN108191331B (en) | Hollow kerb capable of cleaning and permeating water and bearing runoff | |
CN204174499U (en) | ECC shell and plant the combining structure road kerb of immature soil filler | |
CN108130838A (en) | A kind of porous pavement water storage base layer modules to purify water and preparation method thereof | |
CN215104370U (en) | Environment-friendly harmless snow-melting asphalt pavement structure | |
CN106677003A (en) | Pervious concrete structure and preparation method thereof | |
CN210636252U (en) | Municipal administration paving brick | |
CN207143633U (en) | A kind of pervious concrete grass planting land earth construction | |
CN107419632A (en) | A kind of water storage type grass-planting brick | |
CN109400090B (en) | Environment-friendly road paving block, preparation method thereof and construction waste treatment method | |
CN111021187A (en) | Assembled permeable road edge stone and preparation method thereof | |
CN212223494U (en) | Hexagonal columnar water permeable brick | |
CN210177298U (en) | Water-retaining cooling water-intercepting brick | |
CN211772536U (en) | Assembled road edge stone that permeates water | |
CN109056455A (en) | A kind of sponge urban construction permeable side walk slab and method for paving | |
CN211571250U (en) | Permeable type pedestrian road pavement structure | |
CN104045282B (en) | Nonporous closed water-permeable drainage ditch cover plate and manufacturing method thereof | |
CN202644482U (en) | Filtration type pervious concrete precast slab |
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 |