CN110273345B - Automatic luminous sponge road for preparing soil and comprehensive building rubbish and automatically drinking water - Google Patents
Automatic luminous sponge road for preparing soil and comprehensive building rubbish and automatically drinking water Download PDFInfo
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- CN110273345B CN110273345B CN201910657664.8A CN201910657664A CN110273345B CN 110273345 B CN110273345 B CN 110273345B CN 201910657664 A CN201910657664 A CN 201910657664A CN 110273345 B CN110273345 B CN 110273345B
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- 239000002689 soil Substances 0.000 title claims abstract description 25
- 239000003651 drinking water Substances 0.000 title claims description 18
- 235000020188 drinking water Nutrition 0.000 title claims description 18
- 239000010813 municipal solid waste Substances 0.000 title description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 74
- 239000010410 layer Substances 0.000 claims abstract description 60
- 239000002344 surface layer Substances 0.000 claims abstract description 25
- 238000010276 construction Methods 0.000 claims abstract description 23
- 239000002699 waste material Substances 0.000 claims abstract description 18
- 238000002955 isolation Methods 0.000 claims abstract description 14
- 238000003756 stirring Methods 0.000 claims description 33
- 239000000843 powder Substances 0.000 claims description 29
- 239000000463 material Substances 0.000 claims description 19
- 229910052751 metal Inorganic materials 0.000 claims description 19
- 239000002184 metal Substances 0.000 claims description 19
- 239000003795 chemical substances by application Substances 0.000 claims description 12
- 238000004519 manufacturing process Methods 0.000 claims description 12
- 239000012744 reinforcing agent Substances 0.000 claims description 12
- 239000002893 slag Substances 0.000 claims description 12
- 229920006337 unsaturated polyester resin Polymers 0.000 claims description 12
- 239000000203 mixture Substances 0.000 claims description 11
- 238000000227 grinding Methods 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 10
- 238000002360 preparation method Methods 0.000 claims description 10
- 239000004575 stone Substances 0.000 claims description 10
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 9
- 229910052799 carbon Inorganic materials 0.000 claims description 9
- 229920000642 polymer Polymers 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 7
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 6
- 239000007788 liquid Substances 0.000 claims description 6
- 239000003415 peat Substances 0.000 claims description 6
- 239000002994 raw material Substances 0.000 claims description 6
- 238000005303 weighing Methods 0.000 claims description 6
- 239000010802 sludge Substances 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 5
- 238000001035 drying Methods 0.000 claims description 4
- 239000003610 charcoal Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000005520 cutting process Methods 0.000 claims description 2
- 238000007599 discharging Methods 0.000 claims description 2
- 239000012466 permeate Substances 0.000 abstract description 13
- 238000001556 precipitation Methods 0.000 abstract description 5
- 238000011065 in-situ storage Methods 0.000 abstract description 3
- 238000004064 recycling Methods 0.000 abstract 1
- 230000035622 drinking Effects 0.000 description 6
- 238000005266 casting Methods 0.000 description 4
- 229920002521 macromolecule Polymers 0.000 description 4
- 230000008569 process Effects 0.000 description 3
- 239000000758 substrate Substances 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000008239 natural water Substances 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
Classifications
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- 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
- C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
- C04B26/02—Macromolecular compounds
- C04B26/10—Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
- C04B26/18—Polyesters; Polycarbonates
-
- 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
-
- 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
- E01C11/226—Coherent pavings
-
- 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
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/30—Coherent pavings made in situ made of road-metal and binders of road-metal and other binders, e.g. synthetic material, i.e. resin
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- 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
- C04B2111/00017—Aspects relating to the protection of the environment
-
- 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
-
- 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
- C04B2111/40—Porous or lightweight materials
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Architecture (AREA)
- Mining & Mineral Resources (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Inorganic Chemistry (AREA)
- Life Sciences & Earth Sciences (AREA)
- Road Paving Structures (AREA)
Abstract
The invention relates to an automatic luminous sponge road for preparing soil and comprehensive construction waste, which comprises the following components: the permeable surface layer, the permeable base layer and the isolation layer are paved from top to bottom in sequence, the permeable base layer is a high-molecular permeable body layer, accumulated water above the pavement is permeated into the original soil layer through the high-molecular permeable body layer, water flows sequentially permeate through the pavement layer to the porous gaps of the pavement base layer and permeate through the soil base layer, natural precipitation water source in-situ mutual compensation and air mutual compensation are achieved, water can be guaranteed to permeate fast, accumulated water is reduced, environment is protected, the quality problems of a road compact closed structure system, easy damage and poor durability in the prior art are solved, the higher road use performance and the natural permeable function are achieved, the recycling of resources is achieved while the environment is beautified, and the integral strength and the bearing capacity of the road are improved.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to an automatic water drinking and automatic lighting sponge road prepared by utilizing soil and comprehensive construction waste.
Background
At present, in roads of urban construction, a large amount of asphalt pavement and a tightly closed ground surface structure of a cement concrete foundation are used to replace the original soil surface. The closed earth surface has great influence on the urban drainage system and obvious adverse effect on ecology and climate environment while improving traffic and road conditions and beautifying the environment.
The dense non-permeability of the roadbed completely blocks precious natural precipitation from the soil and underground water at the lower layer, most of the precipitation is discharged out through a municipal drainage system pipe network, and excessive extraction of municipal underground water leads to lower and lower municipal underground water level, so that a geological funnel-shaped underground water level is formed, ground descent is caused, and sea water backflow phenomenon is caused in coastal areas. Because natural rainfall is generally discharged into a sewer through the drainage gradient of the ground or an apparent ditch, the natural rainfall can enter the urban underground drainage system through surface runoff with a longer distance before entering the sewer, and larger surface runoff can be generated under the condition of heavy rainfall, so that the burden of a urban drainage pipe network is increased, and even the urban rainfall flood is caused. In the surface runoff process, the initially relatively clean rainwater is dissolved into a large amount of urban surface pollutants, and secondary pollution is generated by the runoff, and the secondary pollution enters surrounding surface natural water bodies through an urban drainage system, so that the pollution degree of the natural water bodies is increased. Secondly, the hardened ground can not be drained in time in rainy days, so that accumulated water on the road surface is caused, and inconvenience and potential safety hazard are brought to pedestrian travel and vehicle travel. Furthermore, the impermeable road works together with surrounding urban buildings to increase the urban heat island effect.
The drainage pavement in the prior art is permeable by increasing the porosity of pavement structure constituent materials, and water flows to a water sealing layer to carry out advection or adopts a water collecting tank to be discharged outside, so that the in-situ mutual compensation, the air mutual compensation and the poor durability of the water flow cannot be realized, and the functional requirements of a sponge city cannot be met.
Disclosure of Invention
The invention aims to provide an automatic water drinking and automatic lighting sponge road prepared from soil and comprehensive construction waste, which not only solves the defects of the existing sponge road, but also solves the problems of earthwork and construction waste treatment in the road construction process, improves the resource utilization, reduces the production cost of the sponge road and improves the construction environment.
In order to achieve the above object, the technical scheme adopted by the embodiment of the invention is as follows:
The embodiment of the invention provides an automatic water drinking and automatic lighting sponge road prepared from soil and comprehensive construction waste, which comprises the following components: the permeable surface layer, the permeable base layer and the isolation layer are sequentially paved from top to bottom, and the permeable base layer is a high-molecular permeable body.
The permeable base layer comprises a supporting keel and a polymer permeable material coated outside the supporting keel.
Wherein the macromolecule water permeable material comprises the following raw materials in percentage by weight: 40-70% of mud stone carbon slag powder, 10-30% of unsaturated polyester resin, 5-10% of curing agent, 3-8% of aluminum powder, 0.5-1.5% of reinforcing agent, 0.5-1.5% of accelerator, 10-20% of cement and 15-30% of water.
Wherein, the permeable surface layer comprises the following raw materials by weight percent: 30-60% of mud stone carbon slag powder, 10-30% of unsaturated polyester resin, 2-10% of curing agent, 0.5-1.5% of reinforcing agent, 1-5% of noctilucent powder and 15-30% of water.
The preparation method of the automatic luminous sponge road for preparing the automatic drinking water comprises the following steps:
1) Paving an isolation layer on the original soil layer;
2) And (3) preparing a high-molecular water permeable material: weighing 40-70% of peat powder, 10-30% of unsaturated polyester resin, 5-10% of curing agent, 3-8% of aluminum powder and 15-30% of water by weight percent, pouring the mixture into a fully automatic stirring station, starting the fully automatic stirring station to rotate for 5-10min, stopping stirring, putting 10-20% of cement into the fully automatic stirring station, stirring for 1-3min, sequentially adding 0.5-1.5% of reinforcing agent and 0.5-1.5% of accelerator, continuously stirring, stirring for 10-20 min, grinding, and preparing the high-molecular water permeable material for later use;
3) Preparing a permeable surface layer: weighing 30-60% of peat powder, 5-20% of unsaturated polyester resin, 2-10% of curing agent, 0.5-1.5% of reinforcing agent and 1-5% of noctilucent powder by weight percent, pouring 15-30% of water into a stirring full-automatic stirring station, stirring uniformly, and grinding to prepare powder for later use;
4) And (3) on-site manufacturing a support keel: the method comprises the steps of manually and mechanically manufacturing a rectangular box body with a rectangular longitudinal section by using metal profiles as a basic body, connecting and fixing the inner sides of the metal profiles through reinforcing members, then transversely and longitudinally welding, and completing connection of metal meshes on the side walls of the rectangular box body in a spot welding and binding mode to form an integral box-type metal net frame, namely a supporting keel, and paving the supporting keel above an isolating layer;
5) Pouring the prepared high polymer permeable material according to a model of the supporting keel by adopting a flowing water feeding mode: connecting a high-pressure liquid grouting pump on a full-automatic stirring station, and pouring the whole box-type metal net rack by the high-pressure liquid grouting pump through a high-pressure pouring device, so that the whole box-type metal net rack is covered on the isolation layer with the standard of 1000mm-1500mm in thickness to form a permeable base layer;
6) Pouring the prepared surface layer on the upper surface of the permeable base layer in a flowing water feeding mode, so that the thickness of the permeable surface layer is 0.5-30 mm.
A sidewalk is prepared by a preparation method for preparing an automatic water drinking and automatic light emitting sponge road.
A slope protection is prepared by a preparation method for preparing an automatic luminous sponge road for drinking water.
A square is prepared by a preparation method for preparing an automatic water drinking and automatic light emitting sponge road.
Compared with the prior art, the embodiment of the invention has the following beneficial effects:
1. Processing the construction waste and the mud stone carbon slag powder manufactured by earthwork into a macromolecule permeable material layer by combining other mixed materials, and filling the macromolecule permeable material layer on the isolation layer, wherein the isolation layer has the characteristics of improving the supporting strength and preventing the supporting keels from sinking;
2. The sponge road has a three-layer structure, is simple in structure, convenient to process and manufacture on site, and does not need to be transported;
3. The water flow sequentially permeates through the porous permeation water from the road surface layer to the road base layer, and can directly permeate into the soil base layer, so that natural precipitation water source in-situ mutual compensation and air mutual compensation are realized, water can be ensured to permeate rapidly, ponding is reduced, and the environment is protected;
4. The integral pouring of the road improves the integral shock resistance and strength of the road and overcomes the defects of sinking or tilting deformation of the existing road part;
5. Effectively solves the problem that urban construction demolition garbage, construction sludge garbage, building decoration garbage and earth excavation garbage of new projects cannot be treated, and greatly improves the production benefit.
Drawings
The invention will be further described with reference to the drawings and examples.
FIG. 1 is a sponge road structural layer of the present invention;
FIG. 2 is a schematic representation of a water permeable substrate.
FIG. 3 is a schematic illustration of a water permeable substrate and water permeable facing casting.
Fig. 4 is a flow chart of silt and carbon slag powder production.
Detailed Description
The invention will now be described in further detail with reference to the accompanying drawings. The drawings are simplified schematic representations which merely illustrate the basic structure of the invention and therefore show only the structures which are relevant to the invention.
Example 1
Referring to fig. 1, an embodiment of the present invention provides an automatic luminous sponge road for preparing automatic drinking water from soil and comprehensive construction waste, comprising: the water permeable surface layer 1, the water permeable base layer 2 and the isolation layer 3 are sequentially paved from top to bottom, and the water permeable base layer is a high polymer water permeable body layer.
Preferably, the water permeable base layer 2 comprises a support keel 21 and a macromolecule water permeable material 22 coated outside the support keel 21.
Preferably, the polymer water permeable material 22 comprises the following raw materials in percentage by weight: 40-70% of mud stone carbon slag powder, 10-30% of unsaturated polyester resin, 5-10% of curing agent, 3-8% of aluminum powder, 0.5-1.5% of reinforcing agent, 0.5-1.5% of accelerator, 10-20% of cement and 15-30% of water.
Preferably, the water permeable surface layer 1 comprises the following raw materials in percentage by weight: 30-60% of mud stone carbon slag powder, 10-30% of unsaturated polyester resin, 2-10% of curing agent, 0.5-1.5% of reinforcing agent, 1-5% of noctilucent powder and 15-30% of water.
In this embodiment, the surface course 1 that permeates water and the basic unit 2 that permeates water all have good water permeability, rivers pass through the surface course 1 that permeates water to permeate water the porous infiltration of basic unit 2 in proper order, rivers can directly permeate the soil basic unit, realized the water source normal position mutual compensation of natural precipitation, air mutual compensation, when guaranteeing that moisture can permeate fast, reduce ponding, protect the environment, not only solved the closely knit closed structure system of road among the prior art, fragile, the poor quality problem of durability, reach higher road performance and natural function of permeating water moreover.
Referring to fig. 4, the permeable substrate 2 and the permeable surface layer 1 in this embodiment both contain silt and carbon slag powder, but the silt and carbon slag powder in the present application is manufactured by adopting comprehensive construction waste and earthwork through the following steps: pouring soil and construction waste into a dregs scattering device 4, and cutting the soil and construction waste mixture into sheet-shaped mixture with the thickness of 0.5-1mm by the scattering device; conveying the sheet-shaped mixture to a sludge dewatering device 5 through first conveying equipment, and extruding the sheet-shaped mixture into mud cakes with the water content of 3-10% through the sludge dewatering device; the mud cake is conveyed into a drying device 6 through a second conveying device to be dried, the inlet temperature of the drying device is kept at 600-800 ℃, and the discharging temperature is kept at 70-90 ℃; the dried mud cake is conveyed into a high-pressure grinding device 7 through third conveying equipment to be ground, and the mud cake is ground into finished powder with fineness of 0.03-0.06mm (namely silt and charcoal slag powder), so that the problems that the construction wastes are prepared, constructed and digested integrally on site to become a matrix material for manufacturing a sponge road, the problem that the construction wastes and earthwork need to be reprocessed is solved, the resource utilization is improved, and the road production cost is reduced are solved.
In the embodiment, broken stones are adopted as the isolation layer, gaps are formed between the broken stones, roots of flowers and plants planted on the road can be ensured to extend to the original soil layer, the survival rate of the flowers and the plants is increased, and meanwhile water flow is utilized to permeate to the original soil layer.
Example 2
Referring to fig. 2-3, a method for preparing an automatic drinking water automatic lighting sponge road comprises the following steps:
1) Paving an isolation layer 3 on the original soil layer;
2) The polymer water permeable material 22 is prepared: weighing 40-70% of peat powder, 10-30% of unsaturated polyester resin, 5-10% of curing agent, 3-8% of aluminum powder and 15-30% of water by weight percent, pouring the mixture into a fully automatic stirring station, starting the fully automatic stirring station to rotate for 5-10min, stopping stirring, putting 10-20% of cement into the fully automatic stirring station, stirring for 1-3min, sequentially adding 0.5-1.5% of reinforcing agent and 0.5-1.5% of accelerator, continuously stirring, stirring for 10-20 min, grinding, and preparing the high-molecular water permeable material for later use;
3) Preparing a permeable surface layer: weighing 30-60% of peat powder, 5-20% of unsaturated polyester resin, 2-10% of curing agent, 0.5-1.5% of reinforcing agent and 1-5% of noctilucent powder by weight percent, pouring 15-30% of water into a stirring full-automatic stirring station, stirring uniformly, grinding, and preparing powder for later use;
4) And (3) on-site manufacturing a support keel 21: the metal section bars are adopted as basic bodies for splicing in manual and mechanical manufacturing, a plurality of metal section bars 211 are adopted for splicing into a rectangular box body with a rectangular longitudinal section, the inner sides of the metal section bars 211 are fixedly connected through reinforcing members 212 and then welded transversely and longitudinally, the connection of metal meshes 213 is completed on the side walls of the rectangular box body in a spot welding and binding mode, an integral box-type metal net frame is formed, namely a supporting keel is formed, and the supporting keel 21 is paved above the isolation layer 3;
5) Pouring the prepared high polymer permeable material according to a model of the supporting keel by adopting a flowing water feeding mode: connecting a high-pressure liquid grouting pump on a full-automatic stirring station, and pouring the whole box-type metal net rack by the high-pressure liquid grouting pump through a high-pressure pouring device, so that the whole box-type metal net rack is covered on an isolation layer with the standard thickness of 1000mm-1500mm to form a permeable base layer 2;
6) And pouring the prepared permeable surface layer 1 on the upper surface of the permeable base layer 2 in a running water feeding mode, so that the thickness of the permeable surface layer 1 is 0.5-30 mm.
In this embodiment, the permeable surface layer and the permeable base layer are formed by integral casting, and the support keels 21 are used as the frame body, so that the integral processing of the road surface is realized, the torsion resistance, the compression resistance and the supporting strength of the road surface are improved, the deformation-free characteristic is achieved, and the service life of the road is prolonged.
Example 3
The pavement is prepared by adopting a preparation method for preparing the automatic water drinking and automatic light-emitting sponge road, and is different from the sponge road in that the thickness of a permeable surface layer and a permeable base layer of the pavement is different from that of the permeable surface layer and the permeable base layer in the sponge road.
Example 4
A slope protection is prepared by a preparation method for preparing an automatic luminous sponge road for drinking water. Different from a sponge road, the thickness of the permeable surface layer and the permeable base layer of the slope protection is different from that of the permeable surface layer and the permeable base layer in the sponge road, and the actual casting size of the slope protection is mainly designed.
Example 5
A square is prepared by a preparation method for preparing an automatic sponge road for drinking water automatically. Different from a sponge road, the thickness of the permeable surface layer and the permeable base layer of the square is different from that of the permeable surface layer and the permeable base layer in the sponge road, and the actual casting size of the design is the main.
In the description of the present invention, it should also be noted that, unless explicitly specified and limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
The above description is only of the preferred embodiments of the present invention and is not intended to limit the present invention, but various modifications and variations can be made to the present invention by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. An automatic luminous sponge road for preparing automatic drinking water from soil and comprehensive construction waste is characterized by comprising the following steps: the water permeable surface layer, the water permeable base layer and the isolation layer are sequentially paved from top to bottom, and the water permeable base layer is a high polymer water permeable body; the permeable base layer comprises a support keel and a high polymer permeable material coated outside the support keel; the high-molecular water-permeable material comprises the following raw materials in percentage by weight: 40-70% of mud stone charcoal slag powder, 10-30% of unsaturated polyester resin, 5-10% of curing agent, 3-8% of aluminum powder, 0.5-1.5% of reinforcing agent, 0.5-1.5% of accelerator, 10-20% of cement and 15-30% of water, wherein the mud stone charcoal slag powder is prepared from comprehensive construction waste and earthwork through the following steps: pouring soil and construction waste into a dregs scattering device, and cutting the soil and construction waste mixture into sheet-shaped mixture with the thickness of 0.5-1mm by the scattering device; conveying the sheet-shaped mixture to a sludge dewatering device through first conveying equipment, and extruding the sheet-shaped mixture into mud cakes with the water content of 3-10% through the sludge dewatering device; the mud cake is conveyed into a drying device through second conveying equipment to be dried, the inlet temperature of the drying device is kept at 600-800 ℃, and the discharging temperature is kept at 70-90 ℃; and conveying the dried mud cake to a high-pressure grinding device for grinding by a third conveying device, and grinding the mud cake into finished powder with fineness of 0.03-0.06 mm.
2. The automatic luminous sponge road for automatically drinking water prepared from soil and comprehensive construction waste according to claim 1, wherein the permeable surface layer comprises the following raw materials in percentage by weight: 30-60% of mud stone carbon slag powder, 10-30% of unsaturated polyester resin, 2-10% of curing agent, 0.5-1.5% of reinforcing agent, 1-5% of noctilucent powder and 15-30% of water.
3. A method for preparing an automatic luminous sponge road for automatically drinking water, which is used for preparing the automatic luminous sponge road for automatically drinking water prepared from soil and comprehensive construction waste according to claim 1, and comprises the following steps:
1) Paving an isolation layer on the original soil layer;
2) And (3) preparing a high-molecular water permeable material: weighing 40-70% of peat powder, 10-30% of unsaturated polyester resin, 5-10% of curing agent, 3-8% of aluminum powder and 15-30% of water by weight percent, pouring the mixture into a fully automatic stirring station, starting the fully automatic stirring station to rotate for 5-10min, stopping stirring, putting 10-20% of cement into the fully automatic stirring station, stirring for 1-3min, sequentially adding 0.5-1.5% of reinforcing agent and 0.5-1.5% of accelerator, continuously stirring, stirring for 10-20 min, grinding, and preparing the high-molecular water permeable material for later use;
3) Preparing a permeable surface layer: weighing 30-60% of peat powder, 5-20% of unsaturated polyester resin, 2-10% of curing agent, 0.5-1.5% of reinforcing agent and 1-5% of noctilucent powder by weight percent, pouring 15-30% of water into a stirring full-automatic stirring station, stirring uniformly, and grinding to prepare powder for later use;
4) And (3) on-site manufacturing a support keel: the method comprises the steps of manually and mechanically manufacturing a rectangular box body with a rectangular longitudinal section by using metal profiles as a basic body, connecting and fixing the inner sides of the metal profiles through reinforcing members, then transversely and longitudinally welding, and completing connection of metal meshes on the side walls of the rectangular box body in a spot welding and binding mode to form an integral box-type metal net frame, namely a supporting keel, and paving the supporting keel above an isolating layer;
5) Pouring the prepared high polymer permeable material according to a model of the supporting keel by adopting a flowing water feeding mode: connecting a high-pressure liquid grouting pump on a full-automatic stirring station, and pouring the whole box-type metal net rack by the high-pressure liquid grouting pump through a high-pressure pouring device, so that the whole box-type metal net rack is covered on the isolation layer with the standard of 1000mm-1500mm in thickness to form a base layer;
6) Pouring the prepared surface layer on the upper surface of the base layer in a running water feeding mode, so that the thickness of the surface layer is 0.5-30 mm.
4. A pavement, characterized in that: the method for preparing the automatic luminous sponge road for drinking water is prepared by adopting the preparation method for preparing the automatic luminous sponge road for drinking water according to claim 3.
5. A bank protection, its characterized in that: the method for preparing the automatic luminous sponge road for drinking water is prepared by adopting the preparation method for preparing the automatic luminous sponge road for drinking water according to claim 3.
6. A square, characterized in that: the method for preparing the automatic luminous sponge road for drinking water is prepared by adopting the preparation method for preparing the automatic luminous sponge road for drinking water according to claim 3.
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| CN104594155A (en) * | 2015-01-19 | 2015-05-06 | 薛志东 | Permeable pavement laying method |
| CN107034767A (en) * | 2017-06-26 | 2017-08-11 | 湖南顺天建设集团有限公司 | A kind of full pervious concrete pavement structure of regeneration aggregate and its construction method |
| CN109853323A (en) * | 2018-12-28 | 2019-06-07 | 无锡市城归设计有限责任公司 | A kind of sponge urban ecology diafiltration ground structure and its construction method |
| CN210395033U (en) * | 2019-07-20 | 2020-04-24 | 江苏懿必合建筑结构优化有限公司 | Automatic luminous formula sponge road that drinks water of soil and comprehensive building rubbish preparation |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594155A (en) * | 2015-01-19 | 2015-05-06 | 薛志东 | Permeable pavement laying method |
| CN107034767A (en) * | 2017-06-26 | 2017-08-11 | 湖南顺天建设集团有限公司 | A kind of full pervious concrete pavement structure of regeneration aggregate and its construction method |
| CN109853323A (en) * | 2018-12-28 | 2019-06-07 | 无锡市城归设计有限责任公司 | A kind of sponge urban ecology diafiltration ground structure and its construction method |
| CN210395033U (en) * | 2019-07-20 | 2020-04-24 | 江苏懿必合建筑结构优化有限公司 | Automatic luminous formula sponge road that drinks water of soil and comprehensive building rubbish preparation |
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