CN110184874A - A kind of garden landscape road and its construction technology - Google Patents
A kind of garden landscape road and its construction technology Download PDFInfo
- Publication number
- CN110184874A CN110184874A CN201910436041.8A CN201910436041A CN110184874A CN 110184874 A CN110184874 A CN 110184874A CN 201910436041 A CN201910436041 A CN 201910436041A CN 110184874 A CN110184874 A CN 110184874A
- Authority
- CN
- China
- Prior art keywords
- garden landscape
- landscape road
- road
- parts
- pressure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/001—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 unburned clay
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for 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
- E01C3/00—Foundations for pavings
- E01C3/003—Foundations for pavings characterised by material or composition used, e.g. waste or recycled material
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/04—Pavings made of prefabricated single units made of bricks
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Dispersion Chemistry (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 garden landscape road and its construction technologies, are related to garden landscape technical field, solve because on roadbed soil be easy by rain drop erosion due to be lost, road caused to be easy to happen damage in use the problem of.A kind of garden landscape road successively includes from top to bottom draining brick layer, pressure-bearing sealing and stabilized zone, and pressure-bearing sealing mainly includes the component of following parts by weight: 12~16 parts of regeneration concrete old material；30~40 parts of clay；Gravel gathers materials 60~100 parts；6~10 parts of drift-sand；8~12 parts of dredging markets.The present invention utilizes the weather resistance energy of pressure-bearing sealing, is conducive to that garden landscape road is made to be not susceptible to damage in actual application, and is able to maintain permanent good stability.
Description
Technical field
The present invention relates to garden landscape technical fields, more specifically, it relates to a kind of garden landscape road and its construction
Technique.
Background technique
The design of garden path is one of important link of landscape design, even more the important component in scenic spot gardens,
By various forms of road pavements road is played the role of in garden landscape very important.
A kind of garden path structure is disclosed in the Chinese invention patent of Publication No. CN105155387A comprising road
Base, bed course, base, surface layer and curb, the roadbed are located at the bottom on garden road, are tamped using tabia base, and on roadbed
Equipped with 2%~3% transverse slope, the two sides of the roadbed are provided with curb basis, the bed course is to be arranged in roadbed and base
One of structure sheaf between layer, the base are located on bed course, and base is filled using water penetration pellet to 6~15 centimetres
Thickness, the top layer on garden road is arranged in the surface layer, and surface layer is the structure being directly in contact with wheel or people's foot and atmosphere
Layer, surface are equipped with transverse drainage slope, and are provided with road camber on its cross section, the surface of surface layer should have good flatness,
Roughness and water penetration, the curb are arranged on the basis of curb.
In above-mentioned patent, in the material that bed course, base, binder course and surface layer have used water stability good, so that whole
The road Ge Yuan has good water penetration, but the rainwater on road easily infiltrates on roadbed, causes to wash away to roadbed, holds soil
It is easily lost, causes roadbed to be integrally easy to appear partial collapse, and in use, road is easy to cause integrally to be easy
It now damages, it is, therefore, desirable to provide a kind of new scheme solves the above problems.
Summary of the invention
For in the prior art because on roadbed soil be easy by rain drop erosion due to be lost, cause road using
The problem of being easy to happen damage in the process, the purpose of the present invention one are to provide a kind of garden landscape road have by being laid with
The pressure-bearing sealing of good weather resistance energy is not susceptible to damage in actual application to solve the above technical problems
It is bad, and it is able to maintain permanent good stability.
To achieve the above object one, the present invention provides the following technical scheme that
A kind of garden landscape road successively includes from top to bottom draining brick layer, pressure-bearing sealing and stabilized zone, and pressure-bearing sealing is main
Component including following parts by weight:
12~16 parts of regeneration concrete old material；
30~40 parts of clay；
Gravel gathers materials 60~100 parts；
6~10 parts of drift-sand；
8~12 parts of dredging markets.
By using above-mentioned technical proposal, draining brick layer has good drainage effect, can prevent garden landscape road
On there is the rainwater of large area；Pressure-bearing sealing can play good supporting role, and have good ability to resist splash erosion,
It advantageously ensures that the integrality of garden landscape road, and is not susceptible to damage；Stabilized zone can prevent under garden landscape road
Vegetation makes garden landscape road keep good stabilization during prolonged use since production enters inside it
Property.
Regeneration concrete old material is that the discarded concrete of demolition of buildings is collected from building site or road, uses regeneration coagulation
Native old material can reduce the usage amount that gravel gathers materials, and can be reduced the waste of building castoff, resource be advantageously accounted for, to ecology
Environment has good protective effect.Gravel refer to average grain diameter be greater than 2 millimeters less than 64 millimeters, have sharp corners rock or
Mineral chip object is the main composition of pressure-bearing sealing, has good water erosion resistent ability and higher structural strength, can make
Pressure-bearing sealing integrally keeps good stability.Clay meets water water-wet by being formed after silicate mineral at the earth's surface weathering
There is plasticity, and large specific surface area after profit, have good physical adsorption property, and can be with each group in pressure-bearing sealing
Divide with good associativity between raw material, and then make pressure-bearing sealing integrally there is good ability to resist splash erosion, ensure that
The whole stability in use of garden landscape road.
Drift-sand is by wind, and the sand bed of accumulation, surface-active is low, and has good dispersibility, can be abundant
It is filled in the gap of regeneration concrete old material, after meeting water, and under the action of clay, pressure-bearing sealing is made integrally to keep higher
Compactness.Dredging markets are when carrying out dredging work, and dredging markets are applied in the laying of road, are conducive to by the soil digged up
Resource is rationally utilized, and dredging markets have dense water and higher adsorption capacity, are used cooperatively with clay, can played good
Compound synergic effect, barrier and isolation can be played the role of, so substantially increase pressure-bearing sealing entirety anti-rainwater rush
Brush ability.
Further preferably, the draining brick layer is spliced by multiple draining bricks, and draining brick was internally provided with water
Channel, and multiple permeable holes being connected with water passage are provided on draining brick.
By using above-mentioned technical proposal, the rainwater on garden landscape road is entered in water passage by permeable hole, and
It is discharged from the water passage being interconnected in draining brick layer, making garden landscape road integrally has good drainability.Together
When, only having least a portion of rainwater can penetrate into pressure-bearing sealing from the junction of draining brick, to the souring of pressure-bearing sealing
It is lower, be conducive to that pressure-bearing sealing is made to keep good ability to resist splash erosion during prolonged use.
Further preferably, the water passage is provided with stiffening plate far from the side of pressure-bearing sealing, and stiffening plate is close to hold
One end of press seal layer is provided with support column, and support column is fixed in water passage.
By using above-mentioned technical proposal, stiffening plate integrally plays good humidification to draining brick, with support column
Function can have the structural strength for greatly improving draining brick entirety, and can be avoided and lead to garden because draining brick is excessively hollow
The load-bearing capacity of woods landscape road substantially reduces, and is conducive to the stability for improving garden landscape road entirety.
Further preferably, multiple mutual corresponding spillway holes are provided in the two opposite side walls of the water passage, and
Spillway hole is arranged close to permeable hole.
By using above-mentioned technical proposal, spillway hole makes the water passage on adjacent drainage channel brick be interconnected, and works as draining brick
When interior water passage is blocked, the water in water passage can be circulated by spillway hole, ensure that draining brick layer is whole
Drainage performance.
Further preferably, the draining brick layer is equipped with permeable concrete far from the side of pressure-bearing sealing.
By using above-mentioned technical proposal, pervious concrete can be improved the structural strength of garden landscape road entirety, and
There is good filtration to the rainwater on garden landscape road, can be avoided sundries and permeable hole and water passage are blocked up
Plug, and then draining brick layer is made integrally to keep good drainage effect.Meanwhile the concrete of water penetration is also on garden landscape road
Rainwater have good elicitation effect, can be avoided rainwater quickly flow down to pressure-bearing sealing cause it is strong wash away, Jin Eryou
Conducive to making garden landscape road integrally keep good stability.
Further preferably, the porosity of the permeable concrete is 20~30%.
By using above-mentioned technical proposal, the porosity of permeable concrete is 20~30%, can be to garden landscape road
The rainwater of road has good elicitation effect, moreover it is possible to guarantee that itself has good structural strength, and then make garden landscape road
The whole quality with higher in road.
Further preferably, the stabilized zone mainly includes lime and asphalt macadam, and the quality of lime and asphalt macadam
Than for 1:(4~6).
By using above-mentioned technical proposal, generated waste material, is made using asphalt macadam when asphalt macadam is overhauled for road
For the major ingredient of stabilized zone, be conducive to rationally utilize resource, and the stabilized zone of lime and asphalt macadam composition, isolation can be played and planted
The effect of object growth, and prevent the root of plant from entering the inside of garden landscape road, be conducive to keep garden landscape road whole
Keep good integrality.
Further preferably, the gravel gather materials select particle size range be 5-15mm, 15-31.5mm gravel by weight
Number is than being 1:(1.8~2.4) composition.
It can be formed in pressure-bearing sealing steady by using above-mentioned technical proposal with the gravel of different-grain diameter range size
Fixed disperse system makes its entirety have good structural strength and stability, and is conducive to divide other each component raw materials sufficiently
It scatters and, and in the gap being filled between gravel, and then pressure-bearing sealing is made to keep good ability to resist splash erosion.
The purpose of the present invention two is to provide a kind of construction technology of garden landscape road, using the Landscape of work preparation
It sees road to be not susceptible to damage in actual application, and is able to maintain permanent good stability.
To achieve the above object two, the present invention provides following technical solutions, comprising the following steps:
The length and width of garden landscape road is planned in step 1, roading, is carried out to the place surface for the road that needs to mat formation
Cleaning, removes stone and Other Waste, and by the plant transplanting for road of mating formation to other places；
Step 2, stock, the regeneration concrete old material of corresponding parts by weight, clay, gravel are gathered materials, drift-sand and dredging markets into
Row is uniformly mixed, and obtains mixture, and prepares to drain the material in brick layer and stabilized zone simultaneously, spare；
Step 3, compacting of digging pit, the road mated formation to needs excavate, and obtain foundation pit, and tamp to the bottom of foundation pit,
It checks for the softer region in part to banket and tamped again if so, then being excavated, if it is not, carrying out next
Process；
Step 4 is laid with molding, paves to form stabilized zone, then the quality such as mixture are carried out roller compaction construction in three times, be held
Press seal layer is finally laid on pressure-bearing sealing and forms draining brick layer, can form complete garden landscape road.
By using above-mentioned technical proposal, after tamping to the bottom of foundation pit, the softer region in part is checked for, such as
Fruit has, then is excavated, and bankets and is tamped again, can guarantee the stability of garden landscape road entirety.By mixture etc.
Quality carries out roller compaction construction in three times, obtains pressure-bearing sealing, can guarantee the integrity and stability of pressure-bearing seal coat structure, and makes
It is with good ability to resist splash erosion.Meanwhile the construction technology operation of the garden landscape road is relatively simple, and obtain
Garden landscape road has good quality, has good application value.
In conclusion compared with prior art, the invention has the following advantages:
(1) clay in pressure-bearing sealing has plasticity after meeting water water-wet profit, and has good physical adsorption property, and its
When being used in mixed way with dredging markets, barrier and isolation can be played the role of, and then substantially increase the anti-rain of pressure-bearing sealing entirety
Water scouring capability ensure that the whole stability in use of garden landscape road；
(2) it is equipped with permeable concrete far from the side of pressure-bearing sealing in draining brick layer, is not only sufficient to improve garden landscape road
Whole structural strength, additionally it is possible to avoid sundries from generating blocking to permeable hole and water passage, meanwhile, the concrete of water penetration
There is good elicitation effect to the rainwater on garden landscape road, and then be conducive to that garden landscape road is made integrally to keep good
Stability；
(3) stabilized zone selects lime and asphalt macadam composition, not only contributes to rationally utilize resource, and lime and asphalt macadam group
At stabilized zone, be conducive to make garden landscape road integrally to keep good integrality in actual application.
Detailed description of the invention
Fig. 1 is the construction flow chart of garden landscape road in the present invention.
Specific embodiment
With reference to the accompanying drawings and examples, the present invention will be described in detail.
Embodiment 1: a kind of construction technology of garden landscape road successively includes draining brick layer, pressure-bearing sealing from top to bottom
And stabilized zone, wherein each component of pressure-bearing sealing and its corresponding parts by weight are as shown in table 1, and garden landscape road then passes through
Following steps prepare:
The length and width of garden landscape road is planned in step 1, roading, is carried out to the place surface for the road that needs to mat formation
Cleaning, removes stone and Other Waste, and by the plant transplanting for road of mating formation to other places；
Step 2, stock, the regeneration concrete old material of corresponding parts by weight, clay, gravel are gathered materials, drift-sand and dredging markets into
Row is uniformly mixed, and obtains mixture, and prepares to drain the material in brick layer and stabilized zone simultaneously, spare；
Step 3, compacting of digging pit, the road mated formation to needs excavate, and obtain foundation pit, and tamp to the bottom of foundation pit,
It checks for the softer region in part to banket and tamped again if so, then being excavated, if it is not, carrying out next
Process；
Step 4 is laid with molding, paves to form stabilized zone, then the quality such as mixture are carried out roller compaction construction in three times, be held
Press seal layer is finally laid on pressure-bearing sealing and forms draining brick layer, can form complete garden landscape road.
Note: the gravel in above-mentioned steps two gather materials select particle size range be 5-15mm, 15-31.5mm gravel by weight
Number is than being that 1:2.1 is formed；The material of stabilized zone mainly includes lime and asphalt macadam in step 2, and lime and asphalt macadam
Mass ratio is 1:5；The material that brick layer is drained in step 2 is purchased from the permeable pavement brick of Zhengzhou Shu Buluoke building materials Co., Ltd.
The each component and its parts by weight of pressure-bearing sealing in 1 embodiment 1-3 of table
Embodiment 4: a kind of construction technology of garden landscape road, difference from example 1 is that, the gravel in step 2
Gather materials select the gravel that particle size range is 5-15mm, 15-31.5mm be by ratio of weight and the number of copies 1:1.8 composition.
Embodiment 5: a kind of construction technology of garden landscape road, difference from example 1 is that, in step 2
Gravel gather materials select the gravel that particle size range is 5-15mm, 15-31.5mm be by ratio of weight and the number of copies 1:2.4 composition.
Embodiment 6: a kind of construction technology of garden landscape road, difference from example 1 is that, it is steady in step 2
The material of given layer mainly includes lime and asphalt macadam, and the mass ratio of lime and asphalt macadam is 1:4.
Embodiment 7: a kind of construction technology of garden landscape road, difference from example 1 is that, it is steady in step 2
The material of given layer mainly includes lime and asphalt macadam, and the mass ratio of lime and asphalt macadam is 1:6.
Embodiment 8: a kind of construction technology of garden landscape road, difference from example 1 is that, draining brick layer by
Multiple draining bricks in a rectangular parallelepiped shape are spliced, and draining brick is internally provided with columned water passage, and on draining brick
Multiple round permeable holes being connected with water passage are provided with, permeable hole can be set along the equal spacing in length direction of water passage
It is set to 5.
Embodiment 9: a kind of construction technology of garden landscape road, difference from example 1 is that, water passage is remote
Side from pressure-bearing sealing is provided with the stiffening plate in back taper, and stiffening plate is provided with cylindric branch close to one end of pressure-bearing sealing
Dagger, support column are fixed in water passage, and are vertically arranged at the center of stiffening plate.
Embodiment 10: a kind of construction technology of garden landscape road, difference from example 1 is that, water passage
Two opposite side walls on can be set 6 mutual corresponding spillway holes, and spillway hole is arranged close to permeable hole, is water passage
3/4ths of height.
Embodiment 11: a kind of construction technology of garden landscape road, difference from example 1 is that, drain brick layer
Side far from pressure-bearing sealing is equipped with permeable concrete, and the porosity of permeable concrete is 25%.
Embodiment 12: a kind of construction technology of garden landscape road, difference from example 1 is that, drain brick layer
Side far from pressure-bearing sealing is equipped with permeable concrete, and the porosity of the permeable concrete is 20%.
Embodiment 13: a kind of construction technology of garden landscape road, difference from example 1 is that, drain brick layer
Side far from pressure-bearing sealing is equipped with permeable concrete, and the porosity of the permeable concrete is 30%.
Comparative example 1: a kind of construction technology of garden landscape road, difference from example 1 is that, step 2 is specific
It is set as, stocks up, the regeneration concrete old material of corresponding parts by weight, gravel are gathered materials, drift-sand and dredging markets mix
It is even, mixture is obtained, and prepare to drain the material in brick layer and stabilized zone simultaneously, it is spare.
Comparative example 2: a kind of construction technology of garden landscape road, difference from example 1 is that, step 2 is specific
It being set as, stocks up, the regeneration concrete old material of corresponding parts by weight, clay, gravel are gathered materials, and it is uniformly mixed to carry out with drift-sand,
Mixture is obtained, and prepares to drain the material in brick layer and stabilized zone simultaneously, it is spare.
Comparative example 3: a kind of construction technology of garden landscape road, difference from example 1 is that, step 2 is specific
It is set as, stocks up, the regeneration concrete old material of corresponding parts by weight, gravel are gathered materials, and it is uniformly mixed to carry out with drift-sand, obtains
Mixture, and prepare to drain the material in brick layer and stabilized zone simultaneously, it is spare.
Comparative example 4: a kind of construction technology of garden landscape road, difference from example 1 is that, select publication number
For in the patent of invention of CN108118580A, a kind of permeable road of ecology garden landscape disclosed in embodiment 1.
Comparative example 5: a kind of construction technology of garden landscape road, difference from example 1 is that, select publication number
Landscape road is spread for a kind of rubble is mixed in the patent of invention of CN105088922A, disclosed in embodiment 1.
Performance test
Test specimen: using the garden landscape road obtained in embodiment 1-13 as test specimen 1-13, using comparative example 1-5
The garden landscape road of middle acquisition is as control sample 1-5.
Test method: interception same size and size is in 4000mm × 2000mm × 2000mm test specimen 1-13 and right
Product 1-5 in the same old way is placed it in identical confined space, carries out nucleation, and rainfall is 45 millimeters, the duration
For 20min, the turnover rate of each garden landscape road entirety is then measured, and records following table.
Test result: the test result of test specimen 1-13 and control sample 1-5 are as shown in table 2.As shown in Table 2, by trying
The test result comparison for testing sample 1-3 and control sample 1-5 can obtain, when the clay in pressure-bearing sealing and dredging markets are used in mixed way,
It can play the role of barrier and isolation, and then substantially increase the ability to resist splash erosion of pressure-bearing sealing entirety, and than existing
Garden landscape road in technology will be got well.Ability to resist splash erosion is stronger.By the test of test specimen 1-3 and control sample 4-7
Comparative result can obtain, and the gravel in the present invention, which gathers materials, is suitable for the preparation of garden landscape road with the material in stabilized zone.By
The comparison of the test result of test specimen 1-3 and control sample 8-10 can obtain, and be provided on draining brick multiple with water passage phase
Spillway hole is arranged in the setting of stiffening plate and support column in the round permeable hole of connection, water passage in permeable brick body, can mention
The anti-impact sand ability of high garden landscape road entirety.It can by the comparison of the test result of test specimen 1-3 and control sample 11-13
, it is equipped with permeable concrete far from the side of pressure-bearing sealing in draining brick layer, it is whole that garden landscape road can be greatly improved
The scour resistance of body.
The test result of table 2 test specimen 1-13 and control sample 1-5
The above is only a preferred embodiment of the present invention, protection scope of the present invention is not limited merely to above-described embodiment,
All technical solutions belonged under thinking of the present invention all belong to the scope of protection of the present invention.It should be pointed out that for the art
For those of ordinary skill, several improvements and modifications without departing from the principles of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (9)
1. a kind of garden landscape road, which is characterized in that it from top to bottom successively include draining brick layer, pressure-bearing sealing and stabilized zone,
And pressure-bearing sealing mainly includes the component of following parts by weight:
12~16 parts of regeneration concrete old material；
30~40 parts of clay；
Gravel gathers materials 60~100 parts；
6~10 parts of drift-sand；
8~12 parts of dredging markets.
2. garden landscape road according to claim 1, which is characterized in that the draining brick layer is spliced by multiple draining bricks
It forms, draining brick is internally provided with water passage, and multiple permeable holes being connected with water passage are provided on draining brick.
3. garden landscape road according to claim 2, which is characterized in that the water passage far from pressure-bearing sealing one
Side is provided with stiffening plate, and stiffening plate is provided with support column close to one end of pressure-bearing sealing, and support column is fixed in water passage.
4. garden landscape road according to claim 2, which is characterized in that set in the two opposite side walls of the water passage
Multiple mutual corresponding spillway holes are equipped with, and spillway hole is arranged close to permeable hole.
5. garden landscape road according to claim 1, which is characterized in that it is described draining brick layer far from pressure-bearing sealing one
Side is equipped with permeable concrete.
6. garden landscape road according to claim 5, which is characterized in that the porosity of the permeable concrete is 20
~30%.
7. garden landscape road according to claim 1, which is characterized in that the stabilized zone mainly includes lime and pitch
Rubble, and the mass ratio of lime and asphalt macadam is 1:(4~6).
8. garden landscape road according to claim 1, which is characterized in that the gravel, which gathers materials, selects particle size range for 5-
The gravel of 15mm, 15-31.5mm are 1:(1.8~2.4 by ratio of weight and the number of copies) composition.
9. a kind of construction technology of garden landscape road, which comprises the following steps:
The length and width of garden landscape road is planned in step 1, roading, is carried out to the place surface for the road that needs to mat formation
Cleaning, removes stone and Other Waste, and by the plant transplanting for road of mating formation to other places；
Step 2, stock, the regeneration concrete old material of corresponding parts by weight, clay, gravel are gathered materials, drift-sand and dredging markets into
Row is uniformly mixed, and obtains mixture, and prepares to drain the material in brick layer and stabilized zone simultaneously, spare；
Step 3, compacting of digging pit, the road mated formation to needs excavate, and obtain foundation pit, and tamp to the bottom of foundation pit,
It checks for the softer region in part to banket and tamped again if so, then being excavated, if it is not, carrying out next
Process；
Step 4 is laid with molding, paves to form stabilized zone, then the quality such as mixture are carried out roller compaction construction in three times, be held
Press seal layer is finally laid on pressure-bearing sealing and forms draining brick layer, can form complete garden landscape road.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910436041.8A CN110184874B (en) | 2019-05-23 | 2019-05-23 | Landscape road and construction process thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910436041.8A CN110184874B (en) | 2019-05-23 | 2019-05-23 | Landscape road and construction process thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110184874A true CN110184874A (en) | 2019-08-30 |
| CN110184874B CN110184874B (en) | 2021-08-17 |
Family
ID=67717595
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910436041.8A Active CN110184874B (en) | 2019-05-23 | 2019-05-23 | Landscape road and construction process thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110184874B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110937862A (en) * | 2019-09-06 | 2020-03-31 | 中国路桥工程有限责任公司 | Pavement material based on three-dimensional reconstruction model |
| CN112681042A (en) * | 2020-12-17 | 2021-04-20 | 武汉市园林建筑规划设计研究院有限公司 | Garden road construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102260059A (en) * | 2010-05-31 | 2011-11-30 | 北京仁创科技集团有限公司 | High-strength antiseepage concrete |
| CN202298405U (en) * | 2011-11-11 | 2012-07-04 | 上海市政工程设计研究总院（集团）有限公司 | Road pavement dewatering structure system |
| CN104692771A (en) * | 2015-03-12 | 2015-06-10 | 北京元泰达环保建材科技有限责任公司 | Road paving material prepared from construction waste composite sludge and preparation method of road paving material |
| CN204780524U (en) * | 2015-06-29 | 2015-11-18 | 马健骊 | Natural various sand brick that permeates water |
| CN206655077U (en) * | 2017-03-27 | 2017-11-21 | 葛威延 | A kind of porous base course brick suitable for porous pavement and the basic road surface using the brick |
-
2019
- 2019-05-23 CN CN201910436041.8A patent/CN110184874B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102260059A (en) * | 2010-05-31 | 2011-11-30 | 北京仁创科技集团有限公司 | High-strength antiseepage concrete |
| CN202298405U (en) * | 2011-11-11 | 2012-07-04 | 上海市政工程设计研究总院（集团）有限公司 | Road pavement dewatering structure system |
| CN104692771A (en) * | 2015-03-12 | 2015-06-10 | 北京元泰达环保建材科技有限责任公司 | Road paving material prepared from construction waste composite sludge and preparation method of road paving material |
| CN204780524U (en) * | 2015-06-29 | 2015-11-18 | 马健骊 | Natural various sand brick that permeates water |
| CN206655077U (en) * | 2017-03-27 | 2017-11-21 | 葛威延 | A kind of porous base course brick suitable for porous pavement and the basic road surface using the brick |
Non-Patent Citations (1)
| Title |
|---|
| 唐晓武等: "混合粉质粘土和疏浚土填埋场防渗垫层的环境土工特性研究", 《岩土工程学报》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110937862A (en) * | 2019-09-06 | 2020-03-31 | 中国路桥工程有限责任公司 | Pavement material based on three-dimensional reconstruction model |
| CN110937862B (en) * | 2019-09-06 | 2022-03-25 | 中国路桥工程有限责任公司 | Pavement material based on three-dimensional reconstruction model |
| CN112681042A (en) * | 2020-12-17 | 2021-04-20 | 武汉市园林建筑规划设计研究院有限公司 | Garden road construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110184874B (en) | 2021-08-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109824335B (en) | Design and construction method for improving phosphogypsum for roadbed slope | |
| CN103774679B (en) | A kind of method of rock slope linked network | |
| CN106368238B (en) | A kind of honeycomb geotechnical grid retaining wall and its construction method with ecological recovery function | |
| CN110419284A (en) | A kind of strand greenery patches salt discharge alkali construction technology | |
| CN106758638A (en) | A kind of city sponge brick and its construction technology | |
| CN111074844A (en) | Construction method of ecological interlocking revetment of river channel | |
| CN104674842B (en) | Solidified earth barricade and constructional method thereof | |
| CN110184874A (en) | A kind of garden landscape road and its construction technology | |
| CN107152012A (en) | Sluice construction technique | |
| CN207700203U (en) | A kind of pile plate wall supporting construction with ecological protective functions | |
| CN212405094U (en) | High water content clay fill foundation drainage system | |
| CN102071695A (en) | Protection construction of vegetation concrete side slope | |
| CN107142814A (en) | A kind of sponge urban ecology pavement rainwater utilization structure | |
| CN206553848U (en) | Embankment section road surface edge structure | |
| CN214402046U (en) | Saline and alkaline land afforestation salt elimination infiltration structure | |
| CN201614596U (en) | Anchor bar reinforced structure of side slop of electric power iron tower foundation | |
| CN211472454U (en) | Structure is administered to soil crack | |
| CN211395577U (en) | Ecological interlocking grass planting brick slope protection structure | |
| CN109763388B (en) | Roadbed structure and construction method thereof | |
| CN201865114U (en) | Protective structure for vegetation concrete side slope | |
| CN111188234A (en) | Method for enhancing construction quality of red sandstone roadbed | |
| CN213681563U (en) | Sidewalk rainwater drainage and reuse structure | |
| CN219219057U (en) | Ecological protection structure suitable for loess area high and large side slope | |
| CN218779424U (en) | Ecological concrete bank protection | |
| CN215518828U (en) | Slope protection structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A Kind of Landscape Road and Its Construction Technology Effective date of registration: 20230625 Granted publication date: 20210817 Pledgee: Jiangsu Bank Co.,Ltd. Shanghai Minhang Branch Pledgor: SHANGHAI JINGMING CONSTRUCTION DEVELOPMENT Co.,Ltd. Registration number: Y2023310000278 |