CN106284019A - A kind of permeable tile work road surface and construction method thereof - Google Patents
A kind of permeable tile work road surface and construction method thereof Download PDFInfo
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- CN106284019A CN106284019A CN201610744231.2A CN201610744231A CN106284019A CN 106284019 A CN106284019 A CN 106284019A CN 201610744231 A CN201610744231 A CN 201610744231A CN 106284019 A CN106284019 A CN 106284019A
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- 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
-
- 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
- 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
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Ceramic Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of permeable tile work road surface, be made up of the basic unit sorted the most successively, bearing bed and surface layer.Also disclose the construction method on permeable tile work road surface, including following sequence step: the construction of base layer construction, bearing bed, water-permeable brick are paved, the cementation of fissures, maintenance, on-the-spot cleaning.The present invention solves all kinds of social problems due to traditional concrete pavement row's infiltration effect difference band and environmental problem, and the method easy construction, low cost, is worth promoting.
Description
Technical field
The invention belongs to pavement construction technical field, be specifically related to a kind of permeable tile work road surface and construction method thereof.
Background technology
At present, City surface more than 80% area is covered by building concrete road surface, city obtain the temperature in urban district than suburb and
Rural area is high 2-3 degree Celsius, produces so-called " heat island phenomenon ".Along with the progress of science and technology, the mankind are right in daily engineering construction
Keep environment more and more higher with the most harmonious requirement.The rainwater ecological environment to city that can not permeate the ground for a long time brings
Liao Xu social problem: cause Urban Underground water level to decline, makes rainwater be blocked the supplementary of underground, thus affects ground surface
Plant growing, city's green areas is few, and result causes urban ecological system to lack of proper care；Airborne dust makes PM2.5 particulate matter in urban air
Increase；Rainfall is excessive causes surface gathered water seriously to make traffic be obstructed；Etc..
For the problems referred to above, arise at the historic moment in water-permeable brick road surface.Water-permeable brick road surface utilizes the Permeable characteristic of water-permeable brick and roadbed
Reaching good permeable effect, rainwater can permeate the ground through road surface, thus solves series of problems recited above.
Summary of the invention
It is an object of the invention to provide a kind of permeable tile work road surface and construction method thereof, solve due to tradition coagulation
All kinds of social problems of soil surface row's infiltration effect difference band and environmental problem, and the method easy construction, low cost, be worth big
Try hard to recommend wide.
Concrete, that the present invention provides permeable tile work road surface, by by the basic unit sorted the most successively, bearing bed and
Surface layer forms, and wherein, basic unit is foundation soil, and bearing bed is graded broken stone layer, and surface layer is permeable brick layer.
As further illustrating of permeable tile work road surface of the present invention, described graded broken stone be use particle diameter be 5mm,
The cobble of five kinds of specifications of 10mm, 20mm, 40mm, 60mm, mixes compounding by the weight ratio of 2:2:2:1:1 and obtains.
Further, described bearing bed thickness is 150-300mm.
As further illustrating of permeable tile work road surface of the present invention, described water-permeable brick is by the component system of following parts by weight
Standby and obtain: building waste aggregate 18-22 part, slag 15-18 part, portland cement 12-15 part, make pottery sand 10-12 part, Machine-made Sand 7-
10 parts, well as clay fines 5-7 part, cenosphere 5-7 part, flyash 3-5 part, pigment 3-5 part, water 6-8 part, 0.5-1 part water reducer.
Further, described building waste aggregate by building waste fine powder, building waste fine aggregate, building waste coarse aggregate,
Building waste granule gathers materials and obtains by weight for 1:2:2:1 mixing is compounding；The particle diameter of described building waste fine powder is 0.1-
0.5mm, the particle diameter of building waste fine aggregate is 0.5-1mm, and the particle diameter of building waste coarse aggregate is 1-2.5mm, building waste
The particle diameter that grain gathers materials is 2.5-5mm.
Further, the particle diameter of described slag is 2-4mm；The particle diameter of described well as clay fines is 0.05-0.1mm.
Further, coefficient of permeability >=1.5 × 10 of described water-permeable brick-2Cm/s, rupture strength >=4MPa, tensile splitting strength
>=3.5 MPa, comprcssive strength >=30MPa.
The construction method on the permeable tile work road surface that the present invention additionally provides, including following sequence step:
(1) base layer construction: select construction site, according to physical features cleaning surface, construction site soil layer after measurement and positioning, and by soil layer
Smooth compacting；
(2) bearing bed construction: with graded broken stone for bearing bed construction material, pave smooth and roll compacting；
(3) water-permeable brick is paved: casting concrete basic unit in carrying aspect, the most uniformly paves water-permeable brick；
(4) cementation of fissures: with the cementation of fissures sand cementation of fissures, carry out several times, until gap is full；
(5) maintenance: road surface is closed, more than maintenance 3d under field conditions (factors)；
(8) on-the-spot cleaning: road cleaning is clean.
As the further illustrating of construction method on permeable tile work road surface of the present invention, in step (3), described concrete
Use C15 Sand-free permeable concrete.
The bearing bed on permeable tile work road surface of the present invention and surface layer are respectively provided with good row's infiltration effect, and rainwater can quickly ooze
Enter bearing bed and directly permeate the ground in soil layer, thus supplementing soil moisture, improving the growth conditions of floor vegetation.
Building waste refers to that all kinds of buildings, structures, pipe network etc. are built, spread by construction, unit in charge of construction or individual
If or dregs, spoir, rejected material, mud and other garbages produced by dismounting, reparative processes.The water-permeable brick of the present invention is with powder
After broken, classification, building waste is prepared as aggregate, can realize the recycling of building waste, can reduce again the preparation of water-permeable brick
Cost, thus reduce the construction cost on permeable tile work road surface.
The present invention is conducive to alleviating city " heat island phenomenon " effect, regulates urban climate, reduces the PM2.5 granule in air
Thing, prevents surface gathered water, has good social effect and environmental effect.
Construction method of the present invention is easy, and low cost should vigorously promote the use.
Detailed description of the invention
The present invention is described in further detail by following example, and the present embodiment is only to make the present invention more clearly
Bright rather than limitation of the present invention.
Embodiment 1
The permeable tile work road surface of the present embodiment, is formed by by the basic unit sorted the most successively, bearing bed and surface layer, its
In, basic unit is foundation soil, and bearing bed is graded broken stone layer, and surface layer is permeable brick layer.Its construction method comprises the following steps:
(1) base layer construction: select construction site, according to physical features cleaning surface, construction site soil layer after measurement and positioning, and by soil layer
Smooth compacting；
(2) bearing bed construction: with graded broken stone for bearing bed construction material, paves smooth and rolls that to tamp into thickness be 150mm
Bearing bed；Described graded broken stone is the cobble using particle diameter to be five kinds of specifications of 5mm, 10mm, 20mm, 40mm, 60mm, by 2:2:
The weight ratio mixing of 2:1:1 is compounding and obtains；
(3) water-permeable brick is paved: pours C15 Sand-free permeable concrete basic unit in carrying aspect, the most uniformly paves water-permeable brick；
(4) cementation of fissures: with the cementation of fissures sand cementation of fissures, carry out several times, until gap is full；
(5) maintenance: road surface is closed, more than maintenance 3d under field conditions (factors)；
(8) on-the-spot cleaning: road cleaning is clean.
Water-permeable brick described in the present embodiment step (3), is prepared by following methods step:
(1) primary raw material processes
1) building waste aggregate processing: building waste is pulverized and is sieved into the raw material of different-grain diameter, and particle diameter is at 0.1-0.5mm
Between as building waste fine powder raw material, particle diameter is as building waste fine aggregate raw material between 0.5-1mm, and particle diameter is at 1-
As building waste coarse aggregate raw material between 2.5mm, particle diameter gathers materials raw material as building waste granule between 2.5-5mm, presses
Building waste fine powder, building waste fine aggregate, building waste coarse aggregate, building waste granule gather materials by weight for 1:2:2:1
Mixing is compounding, to obtain final product；
2) preparation of slag: by slag pulverize, sieve, control particle diameter at 3mm,；
3) preparation of well as clay fines: by clay pulverize, sieve, control particle diameter at 0.05mm,；
(2) raw material metering
Weigh the raw material of following parts by weight respectively: 18 parts of building waste aggregate, 17 parts of slag, portland cement 14 parts, pottery sand
12 parts, Machine-made Sand 9 parts, well as clay fines 6 parts, cenosphere 7 parts, 4 parts of flyash, pigment 5 parts, 8 parts, 0.5 part water reducer of water；
(3) brickmaking
Step (2) each component raw material is placed in blender mixing, then mixing raw material technique brick machine routinely is carried out
Mechanical pressing, prepares adobe, then adobe is placed in curing kilns by after the natural curing of 28 days, prepare described water-permeable brick.
By measuring, the technical performance index of the present embodiment water-permeable brick is: coefficient of permeability: 1.8 × 10-2Cm/s, anti-folding is strong
Degree: 4.2MPa, tensile splitting strength: 3.5 MPa, comprcssive strength: 31MPa.
Embodiment 2
The permeable tile work road surface of the present embodiment, is formed by by the basic unit sorted the most successively, bearing bed and surface layer, its
In, basic unit is foundation soil, and bearing bed is graded broken stone layer, and surface layer is permeable brick layer.Its construction method comprises the following steps:
(1) base layer construction: select construction site, according to physical features cleaning surface, construction site soil layer after measurement and positioning, and by soil layer
Smooth compacting；
(2) bearing bed construction: with graded broken stone for bearing bed construction material, paves smooth and rolls that to tamp into thickness be 300mm
Bearing bed；Described graded broken stone is the cobble using particle diameter to be five kinds of specifications of 5mm, 10mm, 20mm, 40mm, 60mm, by 2:2:
The weight ratio mixing of 2:1:1 is compounding and obtains；
(3) water-permeable brick is paved: pours C15 Sand-free permeable concrete basic unit in carrying aspect, the most uniformly paves water-permeable brick；
(4) cementation of fissures: with the cementation of fissures sand cementation of fissures, carry out several times, until gap is full；
(5) maintenance: road surface is closed, more than maintenance 3d under field conditions (factors)；
(8) on-the-spot cleaning: road cleaning is clean.
Water-permeable brick described in the present embodiment step (3), is prepared by following methods step:
(1) primary raw material processes
1) building waste aggregate processing: building waste is pulverized and is sieved into the raw material of different-grain diameter, and particle diameter is at 0.1-0.5mm
Between as building waste fine powder raw material, particle diameter is as building waste fine aggregate raw material between 0.5-1mm, and particle diameter is at 1-
As building waste coarse aggregate raw material between 2.5mm, particle diameter gathers materials raw material as building waste granule between 2.5-5mm, presses
Building waste fine powder, building waste fine aggregate, building waste coarse aggregate, building waste granule gather materials by weight for 1:2:2:1
Mixing is compounding, to obtain final product；
2) preparation of slag: by slag pulverize, sieve, control particle diameter at 2mm,；
3) preparation of well as clay fines: by clay pulverize, sieve, control particle diameter at 0.1mm,；
(2) raw material metering
Weigh the raw material of following parts by weight respectively: 22 parts of building waste aggregate, 16 parts of slag, portland cement 15 parts, pottery sand
11 parts, Machine-made Sand 10 parts, well as clay fines 7 parts, cenosphere 6 parts, 3 parts of flyash, pigment 4 parts, 6 parts, 1 part water reducer of water；
(3) brickmaking
Step (2) each component raw material is placed in blender mixing, then mixing raw material technique brick machine routinely is carried out
Mechanical pressing, prepares adobe, then adobe is placed in curing kilns by after the natural curing of 28 days, prepare described water-permeable brick.
By measuring, the technical performance index of the present embodiment water-permeable brick is: coefficient of permeability: 1.5 × 10-2Cm/s, anti-folding is strong
Degree: 4.5MPa, tensile splitting strength: 3.7MPa, comprcssive strength: 33MPa.
Embodiment 3
The permeable tile work road surface of the present embodiment, is formed by by the basic unit sorted the most successively, bearing bed and surface layer, its
In, basic unit is foundation soil, and bearing bed is graded broken stone layer, and surface layer is permeable brick layer.Its construction method comprises the following steps:
(1) base layer construction: select construction site, according to physical features cleaning surface, construction site soil layer after measurement and positioning, and by soil layer
Smooth compacting；
(2) bearing bed construction: with graded broken stone for bearing bed construction material, paves smooth and rolls that to tamp into thickness be 250mm
Bearing bed；Described graded broken stone is the cobble using particle diameter to be five kinds of specifications of 5mm, 10mm, 20mm, 40mm, 60mm, by 2:2:
The weight ratio mixing of 2:1:1 is compounding and obtains；
(3) water-permeable brick is paved: pours C15 Sand-free permeable concrete basic unit in carrying aspect, the most uniformly paves water-permeable brick；
(4) cementation of fissures: with the cementation of fissures sand cementation of fissures, carry out several times, until gap is full；
(5) maintenance: road surface is closed, more than maintenance 3d under field conditions (factors)；
(8) on-the-spot cleaning: road cleaning is clean.
Water-permeable brick described in the present embodiment step (3), is prepared by following methods step:
(1) primary raw material processes
1) building waste aggregate processing: building waste is pulverized and is sieved into the raw material of different-grain diameter, and particle diameter is at 0.1-0.5mm
Between as building waste fine powder raw material, particle diameter is as building waste fine aggregate raw material between 0.5-1mm, and particle diameter is at 1-
As building waste coarse aggregate raw material between 2.5mm, particle diameter gathers materials raw material as building waste granule between 2.5-5mm, presses
Building waste fine powder, building waste fine aggregate, building waste coarse aggregate, building waste granule gather materials by weight for 1:2:2:1
Mixing is compounding, to obtain final product；
2) preparation of slag: by slag pulverize, sieve, control particle diameter at 4mm,；
3) preparation of well as clay fines: by clay pulverize, sieve, control particle diameter at 0.08mm,；
(2) raw material metering
Weigh the raw material of following parts by weight respectively: 10 parts of building waste aggregate, 15 parts of slag, portland cement 13 parts, pottery sand
12 parts, Machine-made Sand 7 parts, well as clay fines 6 parts, cenosphere 5 parts, 4 parts of flyash, pigment 5 parts, 8 parts, 0.8 part water reducer of water；
(3) brickmaking
Step (2) each component raw material is placed in blender mixing, then mixing raw material technique brick machine routinely is carried out
Mechanical pressing, prepares adobe, then adobe is placed in curing kilns by after the natural curing of 28 days, prepare described water-permeable brick.
By measuring, the technical performance index of the present embodiment water-permeable brick is: coefficient of permeability: 1.6 × 10-2Cm/s, anti-folding is strong
Degree: 4.3MPa, tensile splitting strength: 3.6 MPa, comprcssive strength: 30MPa.
The ultimate principle of the present invention, principal character and advantage have more than been shown and described.Those skilled in the art should
Understanding, the present invention is not restricted to the described embodiments, and the simply explanation present invention's described in above-described embodiment and description is former
Reason, without departing from the spirit and scope of the present invention, the present invention also has various changes and modifications, these changes and improvements
Both fall within scope of the claimed invention.Claimed scope is by appending claims and equivalent circle thereof
Fixed.
Claims (9)
1. a permeable tile work road surface, it is characterised in that by the basic unit sorted the most successively, bearing bed and surface layer group
Become；Described basic unit is foundation soil, and bearing bed is graded broken stone layer, and surface layer is permeable brick layer.
Permeable tile work road surface the most according to claim 1, it is characterised in that described graded broken stone is that employing particle diameter is
The cobble of five kinds of specifications of 5mm, 10mm, 20mm, 40mm, 60mm, mixes compounding by the weight ratio of 2:2:2:1:1 and obtains.
3. according to the arbitrary described permeable tile work road surface of claim 1 or 2, it is characterised in that described bearing bed thickness is
150-300mm。
Permeable tile work road surface the most according to claim 3, it is characterised in that described water-permeable brick is by following parts by weight
Component is prepared: building waste aggregate 18-22 part, slag 15-18 part, portland cement 12-15 part, pottery sand 10-12 part, machine
Sand 7-10 part processed, well as clay fines 5-7 part, cenosphere 5-7 part, flyash 3-5 part, pigment 3-5 part, water 6-8 part, 0.5-1 part
Water reducer.
Permeable tile work road surface the most according to claim 4, it is characterised in that described building waste aggregate is by building waste
Fine powder, building waste fine aggregate, building waste coarse aggregate, building waste granule gather materials by weight compounding for 1:2:2:1 mixing
And obtain；The particle diameter of described building waste fine powder is 0.1-0.5mm, and the particle diameter of building waste fine aggregate is 0.5-1mm, building waste
The particle diameter of coarse aggregate is 1-2.5mm, and the particle diameter that building waste granule gathers materials is 2.5-5mm.
Permeable tile work road surface the most according to claim 4, it is characterised in that the particle diameter of described slag is 2-4mm；Described
The particle diameter of well as clay fines is 0.05-0.1mm.
7. according to the arbitrary described permeable tile work road surface of claim 4-6, it is characterised in that the coefficient of permeability of described water-permeable brick
≥1.5×10-2Cm/s, rupture strength >=4MPa, tensile splitting strength >=3.5 MPa, comprcssive strength >=30MPa.
8. the construction method on permeable tile work road surface as described in claim 1-7 is arbitrary, it is characterised in that include that following sequence walks
Rapid:
(1) base layer construction: select construction site, according to physical features cleaning surface, construction site soil layer after measurement and positioning, and by soil layer
Smooth compacting；
(2) bearing bed construction: with graded broken stone for bearing bed construction material, pave smooth and roll compacting；
(3) water-permeable brick is paved: casting concrete basic unit in carrying aspect, the most uniformly paves water-permeable brick；
(4) cementation of fissures: with the cementation of fissures sand cementation of fissures, carry out several times, until gap is full；
(5) maintenance: road surface is closed, more than maintenance 3d under field conditions (factors)；
(8) on-the-spot cleaning: road cleaning is clean.
The construction method on permeable tile work road surface the most according to claim 8, it is characterised in that in step (3), described mixed
Solidifying soil uses C15 Sand-free permeable concrete.
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| CN113550191A (en) * | 2020-04-24 | 2021-10-26 | 国川国际建设有限公司 | Outdoor ground and laying method thereof |
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| CN109734365A (en) * | 2019-03-08 | 2019-05-10 | 重庆亲禾生态环境科技有限公司 | A kind of concrete imitation Stone brick and preparation method thereof |
| CN110482961A (en) * | 2019-09-18 | 2019-11-22 | 深圳市嘉达高科产业发展有限公司 | A kind of building waste water-permeable brick and preparation method thereof |
| CN110790560A (en) * | 2019-11-28 | 2020-02-14 | 贵州筑信达创科技有限公司 | Permeable sidewalk and construction method thereof |
| CN113550191A (en) * | 2020-04-24 | 2021-10-26 | 国川国际建设有限公司 | Outdoor ground and laying method thereof |
| CN113550191B (en) * | 2020-04-24 | 2023-02-24 | 国川国际建设有限公司 | Outdoor ground and laying method thereof |
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