CN106930170A - A kind of chain pavior brick drainage system of rigid road base - Google Patents
A kind of chain pavior brick drainage system of rigid road base Download PDFInfo
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- CN106930170A CN106930170A CN201710151829.5A CN201710151829A CN106930170A CN 106930170 A CN106930170 A CN 106930170A CN 201710151829 A CN201710151829 A CN 201710151829A CN 106930170 A CN106930170 A CN 106930170A
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- Prior art keywords
- chain
- pavior brick
- layer
- sand
- steel plate
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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
- 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
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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
- 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
- C04B28/021—Ash cements, e.g. fly ash cements ; Cements based on incineration residues, e.g. alkali-activated slags from waste incineration ; Kiln dust 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
- 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
- C04B28/34—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 cold phosphate binders
- C04B28/344—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 cold phosphate binders the phosphate binder being present in the starting composition solely as one or more phosphates
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- 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
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00482—Coating or impregnation materials
- C04B2111/00525—Coating or impregnation materials for metallic surfaces
-
- 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
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
Abstract
The invention discloses a kind of chain pavior brick drainage system of rigid road base, including original soil rammed layer, concrete cushion, sand bedding course and sump；The chain pavior brick of the sand bedding course top laying, forms gap filling layer between the gap of the chain pavior brick, fill sand filling until pavior brick upper surface, forms vertical drainage layer and aquifer；Geotextiles one are set between sand bedding course and gap filling layer, and the sump sets discharge outlet and filter with sand bedding course contact position；Sump bottom is additionally provided with bent plate filter layer and water-storing device.The chain pavior brick drainage system of rigid base of the invention, simple structure, integrates vertical infiltration and transverse drainage, and gives full play to sand water absorption rate advantage high, possesses water storage function.
Description
Technical field
The present invention relates to road surface technical field of drainage, a kind of chain pavior brick draining system of rigid road base is specifically related to
System.
Background technology
As the propulsion of China's Development of China's Urbanization, urban size expand, earth's surface is progressively blocked water by building and concrete etc.
Material hardening is covered.Fluid-tight road surface not only increases discharge pressure, and also hindering rainwater evaporation reduces surface temperature, alleviates
The approach of tropical island effect, greatly negative effect is brought to the ecological environment in city.
For sea no longer " is seen " in city, " barbecue " is received less, sponge urban construction is most important.Drainage system is that sponge city is built
If a key link, and pavior brick permeable pavement organically combine after can change traditional drainage pattern, the row of greatly increasing
Water speed, is whole sponge urban construction " doing one's bit ".But pumping equipment requirement is high, if impeded drainage after rain, then same
Sample is easily caused ponding problem.Additionally, water-holding capacity is poor, it is impossible to effectively alleviate urban heat land effect.
Therefore, it is badly in need of designing a kind of drainage system for integrating efficient draining and water storage function at present, can not only has
Effect solves the problems, such as surface gathered water, and water-holding capacity is strong, and the rainwater evaporation of deposit can reduce surface temperature, can alleviate heat island effect
Should, it is real to realize ecological and environmental effect.
The content of the invention
Present invention solves the technical problem that being to provide a kind of simple structure, integrate efficient draining firm with water storage function
The drainage system of the chain pavior brick of property basic unit.
To achieve the above object, the present invention uses following technical scheme：
A kind of chain pavior brick drainage system of rigid road base, including original soil rammed layer, concrete cushion, sand bedding course and collection
Well；The chain pavior brick of the sand bedding course top laying, forms gap filling layer between the gap of the chain pavior brick, fill sand
Filling is until pavior brick upper surface, forms vertical drainage layer and aquifer；Geotextiles are set between sand bedding course and gap filling layer
One, geotextiles one can effectively cut fine sand etc., it is ensured that the water penetration of sand bedding course, and the sump sets row with sand bedding course contact position
The mouth of a river and filter；Sump bottom is additionally provided with bent plate filter layer and water-storing device.
Further, in such scheme, the filter is made up of two blocks of steel plates with holes for scribbling resistance rust material, point
Not Wei steel plate one, steel plate two, the steel plate one and steel plate two be provided with hole, and steel plate one is first fixed with sump side-wall outer side,
Fixed with steel plate two by screw nut again, allow dismounting and installation, steel at the reserved seepage mouth from sump of steel plate two
Geotextiles two are provided between plate one and steel plate two, geotextiles two can periodic replacement.It is described resistance rust material composition be：Di(2-ethylhexyl)phosphate
Hydrogen zinc, phosphate dihydrogen manganese, methylcellulose, butyl cellosolve, bi-imidazoline quaternary ammonium salt, hexamethylene diamine, Graphene, shared by each composition
Percentage by weight be respectively：Zinc dihydrogen phosphate 35-38%, phosphate dihydrogen manganese 24-27%, methylcellulose 18-20%, butyl
Cellosolve 8-10%, bi-imidazoline quaternary ammonium salt 2-2.5%, hexamethylene diamine 1-2%, balance of Graphene.
Further, in such scheme, the water-storing device is by the first cistern, the second cistern and the 3rd retaining
Pond is constituted, and the first cistern, the second cistern and the 3rd cistern are arranged in bracket, are all detachable between three and bracket
, and it is separate between three.
Further, in such scheme, the bent plate filter layer is made up of the corrugated bent plate of multilayer, every layer of bent plate
On be uniformly provided with aperture, be provided with filter core between adjacent two layers bent plate.The material of the filter core is the activity for being loaded with 0.3-1.2%
The PP cottons of carbon particle.
Further, in such scheme, the concrete cushion uses high-strength concrete, more than thickness 150mm, to protect
Demonstrate,prove the intensity and rigidity of basic unit.
Further, in such scheme, laying sand bedding course uses hydraulic reclamation method on concrete cushion, then presses
Real, pressing sand bedding course, sand bedding course uses medium coarse sand, accelerates horizontal drainage speed, thick 200-300mm.
Further, it is to be carried out filling sand filling by following component in such scheme, in the gap filling layer：Medium-fine sand
81-90%, active carbon particle 2-5%, calcining bauxite grains 1-1.5%, sepiolite particle 1-2%, alkali-resistant glass fibre
0.1-0.5%, balance of fly ash grain, the packed layer gas permeability and water penetration being made up of the composition of above percentage by weight
It is good, can be with Quick drainage, it is ensured that the rapid draing on road surface, and can go to eliminate the unusual smell, it is ensured that road surface fresh scent after rain.
Further, in such scheme, the sump surrounding uses concrete block masonry.Water in sump is most of logical
Cross drainpipe and drain into city collecting system or periphery soil layer, the water in water-storing device can be stored temporarily.
The beneficial effects of the invention are as follows：Using the chain pavior brick drainage system of rigid base of the invention, rainy day rainwater leads to
Oozed to sand bedding course under the gap filling sand crossed between chain pavior brick, sand bedding course is made up of medium coarse sand, the geotextiles arranged thereon
The loss of medium-fine sand layer sand can be prevented and ensure its good water permeability；The setting of sump and seepage mouth provides water
Flat raft aquaporin；Filter prevents the sand flow in sand bedding course from losing, and can recover drain function with periodic replacement geotextiles；Bent plate
Filter layer can further be filtered to the rainwater for oozing out, and be that rainwater enters water-storing device, and three in water-storing device cistern can
To store certain clean rainwater, surface temperature can be to a certain extent reduced during the broiling summer, three cisterns are for can
Detaching structure, periodic cleaning bottom precipitation dirt, increases the service life.The vertical infiltration of this drainage system simple structure, collection and horizontal stroke
To draining in one, and sand water absorption rate advantage high is given full play to, possess water storage function.
Brief description of the drawings
Fig. 1 is the generalized section on road surface of the present invention.
Fig. 2 is the schematic diagram of filter.
Wherein, 1- original soil rammeds layer, 2- concrete cushions, 3- sand bedding courses, 4- geotextiles one, 5- gap fillings layer, 6- steel
Plate one, 7- steel plates two, 8- sumps, 9- water collecting well covers, 10- holes, 11- geotextiles two, 12- screw nuts, the chain road surfaces of 13-
Brick, 14- bent plate filter layers, 15- water-storing devices, 16- brackets, the cisterns of 17- first, the cisterns of 18- second, the retainings of 19- the 3rd
Pond.
Specific embodiment
The present invention is described in further details with reference to specific embodiment：
Embodiment 1：
The chain pavior brick drainage system of a kind of rigid road base as shown in Figure 1, including original soil rammed layer 1, concrete cushion
2nd, sand bedding course 3 and sump 8；Concrete cushion 2 uses high-strength concrete, more than thickness 150mm, to ensure the intensity of basic unit
And rigidity；Sand bedding course 3 is laid on concrete cushion 2 and uses hydraulic reclamation method, be then compacted, flatten sand bedding course 3, sand bedding course
3 use medium coarse sand, accelerate horizontal drainage speed, thick 200mm；The chain pavior brick 13 of the top of sand bedding course 3 laying, chain pavior brick 13
Gap between form gap filling layer 5, fill sand filling until the upper surface of pavior brick 13, form vertical drainage layer and aquifer；
Geotextiles 1 are set between sand bedding course 3 and gap filling layer 5, geotextiles 1 can effectively cut fine sand etc., it is ensured that sand bedding course
Water penetration, sump 8 sets discharge outlet and filter with the contact position of sand bedding course 3；As shown in Fig. 2 filter is by two pieces
The steel plate with holes composition of resistance rust material, respectively steel plate 1, steel plate 27 are scribbled, steel plate 1 and steel plate 27 are provided with hole
10, steel plate 1 is first fixed with the side-wall outer side of sump 8, then by screw nut 12 and the fixation of steel plate 27, makes the steel plate 27 can be with
Dismounting and installation, are provided with geotextiles 2 11 at the seepage mouth reserved from sump 8 between steel plate 1 and steel plate 27, geotechnique
Cloth 2 11 can periodic replacement；Resistance rust material composition be：The molten fibre of zinc dihydrogen phosphate, phosphate dihydrogen manganese, methylcellulose, butyl
Agent, bi-imidazoline quaternary ammonium salt, hexamethylene diamine, Graphene, the percentage by weight shared by each composition are respectively：Zinc dihydrogen phosphate 35%,
Phosphate dihydrogen manganese 24%, methylcellulose 18%, butyl cellosolve 8%, bi-imidazoline quaternary ammonium salt 2%, hexamethylene diamine 1%, surplus
It is Graphene；The bottom of sump 8 is additionally provided with bent plate filter layer 14 and water-storing device 15；Bent plate filter layer 14 is by multilayer waveform
Bent plate constitute, aperture is uniformly provided with every layer of bent plate, be provided with filter core between adjacent two layers bent plate, the material of filter core is to be loaded with
The PP cottons of 0.3% active carbon particle；Water-storing device 15 is by the first cistern 17, the second cistern 18 and the 3rd cistern 19
Composition, the first cistern 17, the second cistern 18 and the 3rd cistern 19 are arranged in bracket 16, between three and bracket 16 all
It is dismountable, and it is separate between three.The surrounding of sump 8 uses concrete block masonry, and top is provided with water collecting well cover 9, catchments
Water major part in well 8 drains into city collecting system or periphery soil layer by drainpipe, and the water in water-storing device 15 can be stored up temporarily
Deposit.
Wherein, it is to be carried out filling sand filling by following component in gap filling layer 5：Medium-fine sand 81%, active carbon particle 2%,
Calcining bauxite grains 1%, sepiolite particle 1%, alkali-resistant glass fibre 0.1%, balance of fly ash grain, by above weight
Packed layer gas permeability and good water permeability that the composition of percentage is constituted, can be with Quick drainage, it is ensured that the rapid draing on road surface, and
Can go to eliminate the unusual smell, it is ensured that road surface fresh scent after rain.
Embodiment 2：
The chain pavior brick drainage system of a kind of rigid road base as shown in Figure 1, including original soil rammed layer 1, concrete cushion
2nd, sand bedding course 3 and sump 8；Concrete cushion 2 uses high-strength concrete, more than thickness 150mm, to ensure the intensity of basic unit
And rigidity；Sand bedding course 3 is laid on concrete cushion 2 and uses hydraulic reclamation method, be then compacted, flatten sand bedding course 3, sand bedding course
3 use medium coarse sand, accelerate horizontal drainage speed, thick 250mm；The chain pavior brick 13 of the top of sand bedding course 3 laying, chain pavior brick 13
Gap between form gap filling layer 5, fill sand filling until the upper surface of pavior brick 13, form vertical drainage layer and aquifer；
Geotextiles 1 are set between sand bedding course 3 and gap filling layer 5, geotextiles 1 can effectively cut fine sand etc., it is ensured that sand bedding course
Water penetration, sump 8 sets discharge outlet and filter with the contact position of sand bedding course 3；As shown in Fig. 2 filter is by two pieces
The steel plate with holes composition of resistance rust material, respectively steel plate 1, steel plate 27 are scribbled, steel plate 1 and steel plate 27 are provided with hole
10, steel plate 1 is first fixed with the side-wall outer side of sump 8, then by screw nut 12 and the fixation of steel plate 27, makes the steel plate 27 can be with
Dismounting and installation, are provided with geotextiles 2 11 at the seepage mouth reserved from sump 8 between steel plate 1 and steel plate 27, geotechnique
Cloth 2 11 can periodic replacement；Resistance rust material composition be：The molten fibre of zinc dihydrogen phosphate, phosphate dihydrogen manganese, methylcellulose, butyl
Agent, bi-imidazoline quaternary ammonium salt, hexamethylene diamine, Graphene, the percentage by weight shared by each composition are respectively：Zinc dihydrogen phosphate
36.5%th, phosphate dihydrogen manganese 25.5%, methylcellulose 19%, butyl cellosolve 9%, bi-imidazoline quaternary ammonium salt 2.25%, oneself
Diamines 1.5%, balance of Graphene；The bottom of sump 8 is additionally provided with bent plate filter layer 14 and water-storing device 15；Bent plate filter layer 14
It is to be made up of the corrugated bent plate of multilayer, aperture is uniformly provided with every layer of bent plate, filter core, filter core is provided between adjacent two layers bent plate
Material be the active carbon particle for being loaded with 0.75% PP cottons；Water-storing device 15 is by the first cistern 17, the second cistern
18 and the 3rd cistern 19 constitute, the first cistern 17, the second cistern 18 and the 3rd cistern 19 are arranged in bracket 16, three
All it is dismountable, and separate between three between person and bracket 16.The surrounding of sump 8 uses concrete block masonry, and top sets
There is water collecting well cover 9, the water major part in sump 8 drains into city collecting system or periphery soil layer, water-storing device by drainpipe
Water in 15 can be stored temporarily.
Wherein, it is to be carried out filling sand filling by following component in gap filling layer 5：Medium-fine sand 85.5%, active carbon particle
3.5%th, calcining bauxite grains 1.25%, sepiolite particle 1.5, alkali-resistant glass fibre 0.3%, balance of fly ash grain,
The packed layer gas permeability and good water permeability being made up of the composition of above percentage by weight, can be with Quick drainage, it is ensured that road surface it is fast
Rapid-curing cutback is dry, and can go to eliminate the unusual smell, it is ensured that road surface fresh scent after rain.
Embodiment 3：
The chain pavior brick drainage system of a kind of rigid road base as shown in Figure 1, including original soil rammed layer 1, concrete cushion
2nd, sand bedding course 3 and sump 8；Concrete cushion 2 uses high-strength concrete, more than thickness 150mm, to ensure the intensity of basic unit
And rigidity；Sand bedding course 3 is laid on concrete cushion 2 and uses hydraulic reclamation method, be then compacted, flatten sand bedding course 3, sand bedding course
3 use medium coarse sand, accelerate horizontal drainage speed, thick 300mm；The chain pavior brick 13 of the top of sand bedding course 3 laying, chain pavior brick 13
Gap between form gap filling layer 5, fill sand filling until the upper surface of pavior brick 13, form vertical drainage layer and aquifer；
Geotextiles 1 are set between sand bedding course 3 and gap filling layer 5, geotextiles 1 can effectively cut fine sand etc., it is ensured that sand bedding course
Water penetration, sump 8 sets discharge outlet and filter with the contact position of sand bedding course 3；As shown in Fig. 2 filter is by two pieces
The steel plate with holes composition of resistance rust material, respectively steel plate 1, steel plate 27 are scribbled, steel plate 1 and steel plate 27 are provided with hole
10, steel plate 1 is first fixed with the side-wall outer side of sump 8, then by screw nut 12 and the fixation of steel plate 27, makes the steel plate 27 can be with
Dismounting and installation, are provided with geotextiles 2 11 at the seepage mouth reserved from sump 8 between steel plate 1 and steel plate 27, geotechnique
Cloth 2 11 can periodic replacement；Resistance rust material composition be：The molten fibre of zinc dihydrogen phosphate, phosphate dihydrogen manganese, methylcellulose, butyl
Agent, bi-imidazoline quaternary ammonium salt, hexamethylene diamine, Graphene, the percentage by weight shared by each composition are respectively：Zinc dihydrogen phosphate 38%,
It is phosphate dihydrogen manganese 27%, methylcellulose 20%, butyl cellosolve 10%, bi-imidazoline quaternary ammonium salt 2.5%, hexamethylene diamine 2%, remaining
It is Graphene to measure；The bottom of sump 8 is additionally provided with bent plate filter layer 14 and water-storing device 15；Bent plate filter layer 14 is by multilayer wave
The bent plate of shape is constituted, and aperture is uniformly provided with every layer of bent plate, and filter core is provided between adjacent two layers bent plate, and the material of filter core is load
There are the PP cottons of 1.2% active carbon particle；Water-storing device 15 is by the first cistern 17, the second cistern 18 and the 3rd cistern
19 compositions, the first cistern 17, the second cistern 18 and the 3rd cistern 19 are arranged in bracket 16, between three and bracket 16
All it is dismountable, and separate between three.The surrounding of sump 8 uses concrete block masonry, and top is provided with water collecting well cover 9, collection
Water major part in well 8 drains into city collecting system or periphery soil layer by drainpipe, and the water in water-storing device 15 can be temporary transient
Storage.
Wherein, it is to be carried out filling sand filling by following component in gap filling layer 5：Medium-fine sand 90%, active carbon particle 5%,
Calcining bauxite grains 1.5%, sepiolite particle 2%, alkali-resistant glass fibre 0.5%, balance of fly ash grain, the weight more than
Packed layer gas permeability and good water permeability that the composition of percentage is constituted are measured, can be with Quick drainage, it is ensured that the rapid draing on road surface, and
And can go to eliminate the unusual smell, it is ensured that road surface fresh scent after rain.
Finally it should be noted that：The above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations；Although
The present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those within the art that：It still may be used
Modified with to the technical scheme described in previous embodiment, or equivalent is carried out to which part technical characteristic；And
These modifications are replaced, and do not make the spirit and model of the essence disengaging embodiment of the present invention technical scheme of appropriate technical solution
Enclose.
Claims (8)
1. the chain pavior brick drainage system of a kind of rigid road base, it is characterised in that including original soil rammed layer (1), concrete cushion
(2), sand bedding course (3) and sump (8)；The chain pavior brick (13) of sand bedding course (3) the top laying, the chain pavior brick
(13) gap filling layer (5) is formed between gap, sand filling is filled until pavior brick (13) upper surface, formed vertical drainage layer and
Aquifer；Geotextiles one (4) are set between sand bedding course (3) and gap filling layer (5), and the sump (8) connects with sand bedding course (3)
Synapsis sets discharge outlet and filter；Sump (8) bottom is additionally provided with bent plate filter layer (14) and water-storing device (15).
2. a kind of chain pavior brick drainage system of rigid road base as claimed in claim 1, it is characterised in that the filter
It is made up of two blocks of steel plates with holes for scribbling resistance rust material, respectively steel plate one (6), steel plate two (7), the steel plate one (6) and steel
Plate two (7) is provided with hole (10), and steel plate one (6) is first fixed with sump (8) side-wall outer side, then by screw nut (12) and
Steel plate two (7) is fixed, makes dismounting and installation, steel plate one (6) at the seepage mouth that steel plate two (7) can reserve from sump (8)
Geotextiles two (11) are provided with and steel plate two (7) between, geotextiles two (11) can periodic replacement.
3. a kind of chain pavior brick drainage system of rigid road base as claimed in claim 1, it is characterised in that the water-storing device
(15) it is made up of the first cistern (17), the second cistern (18) and the 3rd cistern (19), the first cistern (17), second
Cistern (18) and the 3rd cistern (19) they are all dismountable between three and bracket (16) in bracket (16), and
It is separate between three.
4. a kind of chain pavior brick drainage system of rigid road base as claimed in claim 1, it is characterised in that the bent plate filtering
Layer (14) is made up of the corrugated bent plate of multilayer, and aperture is uniformly provided with every layer of bent plate, and filter is provided between adjacent two layers bent plate
Core, the material of the filter core is the PP cottons of the active carbon particle for being loaded with 0.3-1.2%.
5. a kind of chain pavior brick drainage system of rigid road base as claimed in claim 1, it is characterised in that the concrete mats
Layer (2) uses high-strength concrete, more than thickness 150mm.
6. a kind of chain pavior brick drainage system of rigid road base as claimed in claim 5, it is characterised in that in concrete cushion
(2) sand bedding course (3) is laid on and uses hydraulic reclamation method, be then compacted, flatten sand bedding course (3), sand bedding course (3) uses medium coarse sand,
Thick 200-300mm.
7. a kind of chain pavior brick drainage system of rigid road base as claimed in claim 1, it is characterised in that the gap filling
It is to be carried out filling sand filling by following component in layer (5)：Medium-fine sand 81-90%, active carbon particle 2-5%, calcining bauxite grains
1-1.5%, sepiolite particle 1-2%, alkali-resistant glass fibre 0.1-0.5%, balance of fly ash grain, by above weight percent
Packed layer gas permeability and good water permeability that the composition of ratio is constituted, can be with Quick drainage, it is ensured that the rapid draing on road surface, and can be with
Go to eliminate the unusual smell, it is ensured that road surface fresh scent after rain.
8. a kind of chain pavior brick drainage system of rigid road base as claimed in claim 1, it is characterised in that the sump
(8) surrounding uses concrete block masonry.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710151829.5A CN106930170A (en) | 2017-03-15 | 2017-03-15 | A kind of chain pavior brick drainage system of rigid road base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710151829.5A CN106930170A (en) | 2017-03-15 | 2017-03-15 | A kind of chain pavior brick drainage system of rigid road base |
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| Publication Number | Publication Date |
|---|---|
| CN106930170A true CN106930170A (en) | 2017-07-07 |
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ID=59432866
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| CN201710151829.5A Pending CN106930170A (en) | 2017-03-15 | 2017-03-15 | A kind of chain pavior brick drainage system of rigid road base |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030217955A1 (en) * | 2002-05-21 | 2003-11-27 | Strawser Daniel M. | Stormwater filter assembly for catch basin grates |
| CN202730583U (en) * | 2012-04-26 | 2013-02-13 | 北京仁创科技集团有限公司 | Road water draining and water filtering structure |
| US20130299402A1 (en) * | 2012-05-14 | 2013-11-14 | United Sorbents Seattle, Llc. | Stormwater filtering device for catch basins |
| CN105401504A (en) * | 2015-12-11 | 2016-03-16 | 盐城市荣立新型建材有限公司 | Concrete pavement brick capable of achieving gap water permeation and self water permeation |
| CN105507112A (en) * | 2015-12-04 | 2016-04-20 | 东南大学 | Pavement system for preventing waterlogging and supplying underground water |
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2017
- 2017-03-15 CN CN201710151829.5A patent/CN106930170A/en active Pending
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| US20030217955A1 (en) * | 2002-05-21 | 2003-11-27 | Strawser Daniel M. | Stormwater filter assembly for catch basin grates |
| CN202730583U (en) * | 2012-04-26 | 2013-02-13 | 北京仁创科技集团有限公司 | Road water draining and water filtering structure |
| US20130299402A1 (en) * | 2012-05-14 | 2013-11-14 | United Sorbents Seattle, Llc. | Stormwater filtering device for catch basins |
| CN105507112A (en) * | 2015-12-04 | 2016-04-20 | 东南大学 | Pavement system for preventing waterlogging and supplying underground water |
| CN105401504A (en) * | 2015-12-11 | 2016-03-16 | 盐城市荣立新型建材有限公司 | Concrete pavement brick capable of achieving gap water permeation and self water permeation |
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