CN108914738A - Ecological permeable system construction method in garden road modelled after an antique - Google Patents
Ecological permeable system construction method in garden road modelled after an antique Download PDFInfo
- Publication number
- CN108914738A CN108914738A CN201810686100.2A CN201810686100A CN108914738A CN 108914738 A CN108914738 A CN 108914738A CN 201810686100 A CN201810686100 A CN 201810686100A CN 108914738 A CN108914738 A CN 108914738A
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- modelled
- construction method
- system construction
- garden road
- blind pipe
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Classifications
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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
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/004—Pavings specially adapted for allowing vegetation
-
- 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
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Road Paving Structures (AREA)
Abstract
The invention proposes ecological permeable system construction methods in garden road modelled after an antique, and using the vertical paving of butterfly grey tile, backfill planting technique is native in gap, it is pervious concrete bed course under planting soil, base is graded broken stone, with blind pipe is laid between crushed rock base course and ecological grass ditch, is included the following steps：Step 1: Job readiness；It is familiar with drawing, absolute altitude, position repetition measurement is carried out to scene, wherein paying special attention to the absolute altitude of external municipal drainage mouth；Safety training before hilllock is carried out to site operation teams and groups, carry out safe practice tell somebody what one's real intentions are, technical annotation in construction, which combines traditional handicraft with scientific idea；Mat formation and afforest compared to traditional hard, the two is combined into one by this engineering method, construction land is greatly saved, it is combined using the gradient on ground, the naturally osmotic of sandstone, blind pipe, adaptation to local conditions, investment minimum cost reach optimal drainage effect, improve storage rate, the utilization rate of rainwater, improve urban heat land effect, improves civic living environment.
Description
Technical field
The present invention relates to technical field of road construction, more particularly, to ecological permeable system construction method in garden road modelled after an antique.
Background technique
The whole nation carry forward vigorously construction nature accumulations, naturally osmotic, self-purification " sponge city ", protection and improvement city
City's ecological environment promotes Ecological Civilization Construction, while retaining the characteristic of traditional Chinese garden, keeps city close naturally, making ecology
The marking of history is sufficiently incorporated, traditional garden road modelled after an antique construction technology is it is impossible to meet requiring, existing construction technology master
There are overall cost height, water permeability is bad, does not have the disadvantages of aesthetics, practical function is not good enough, it is difficult to meet construction requirement.
Summary of the invention
In order to solve the above-mentioned technical problem the present invention, proposes the appearance that a kind of overall cost is low, water permeability is good, pseudo-classic
Ecological permeable good, that practical function is excellent, social assessment is high system construction method in garden road modelled after an antique.
The technical proposal of the invention is realized in this way：
Ecological permeable system construction method in garden road modelled after an antique, using the vertical paving of butterfly grey tile, backfill planting technique is native in gap, planting soil
It is down pervious concrete bed course, base is graded broken stone, and blind pipe, including following step are laid between graded broken stone layer and ecological grass ditch
Suddenly：
Step 1: Job readiness；It is familiar with drawing, absolute altitude, position repetition measurement is carried out to scene, wherein paying special attention to external municipal drainage
The absolute altitude of mouth；Safety training before hilllock is carried out to site operation teams and groups, carry out safe practice tell somebody what one's real intentions are, technical annotation in construction, owner
Member's signature confirmation and sorting and file, determine the punching quantity and pore size of blind pipe；It organizational purchasing raw material and carries out as required
Processing, planning is stacked and Working position, the preparation before carrying out construction；
Step 2: surveying and locating；It is pinpointed first using GPS, piling location is carried out to careless ditch, garden kerb line, turning is not advised
Then place carries out encryption and sets stake, then spreads out excavation active line with lime, and indicate on pile body using the marking pen of conspicuous color
It is finally completed face absolute altitude；
Step 3: foundation excavation；It is excavated using Miniature digging machine and is matched with human assistance, according to the reserved element earth rammer of soil property when operation
Real thickness must not backbreak, and part of backbreaking wants graded broken stone to be backfilling and compacted；
Step 4: rammed earth, blind pipe production；Diesel oil ramming machine or small-sized pressure can be selected according to project amount size in rammed earth
Road machine, Ramming operation carries out compactness detection after the completion, while rammed earth, according to fixed punching quantity and aperture
Size carries out blind pipe processing；
Step 5: rubble backfill, blind pipe installation；Rubble is first spread, then the blind pipe made is installed in place, is infused in blind pipe installation
Meaning slope, then carry out rubble backfill；
Step 6: flat stone formwork；According to garden road gradient strict control template top mark height, accomplish not turn one's coat, Zheng Fu Pian Cha≤3mm.
In places such as turning, horn mouths, lines want smoother；
Step 7: concrete base pours；Flat stone concrete basis is vibrated when pouring will sufficiently, and concreting face and template top maintain an equal level；
Step 8: flat stone paving；Longitudinal absolute altitude is controlled using hanging wire plus horizontal ruler, so that height difference≤1mm, guarantees the circle of lines
Suitable, the length of flat stone monolithic is shortened in small crook；
The side Step 9: mortar crouches；Mortar ratio is controlled, and skilled bricklayer is arranged to be operated, controls surface smoothness；
Step 10: pervious concrete pours；
Step 11: the vertical paving of grey tile, backfilling of earthwork；The vertical paving of grey tile carries out simultaneously with backfilling of earthwork, and butterfly grey tile is stood by pattern
It manually inserts planting soil after paving, fills real with water after all completing, then carry out once planting earthen backfill with filling out with paving when operation.
Further, in the step 1, the punching quantity and pore size of blind pipe must according to local year amount of rainfall and most
Heavy rainfall calculates and tests determination, and pore size control is in 0.1mm, turn hole location error within 1mm.
Further, in the step 1, the raw material of preparation are 10-40mm Stone, and 600 × 120 × 150mm is thick
Sesame ash granite burns face flush curb, 200 × 200 × 9mm thickness scale type butterfly grey tile, C20 commerical ready-mixed concrete, permeable coagulation
Soil and 110U-PVC pipe, length 80-120cm.
Further, in the step 6, the template specification used is the PVC board of 5mm thickness.
Further, in the step 2, the plan-position of surveying and locating is controlled within 5cm.
Further, in the step 3, the high process control of foundation excavation is within 3cm.
Further, in the step 4, compactness >=85% of plain soil pressure reality.
Further, in the step 6, for the high process control error of formwork within 3mm, radian is naturally smoother.
Further, in the step 8, for the high process control error of flat stone paving within 1mm, radian is naturally smoother.
Further, in the step 11, the vertical high process control error of paving of grey tile is within 1mm, when backfilling of earthwork, grey tile
Interior filling is lower than a watt top 5mm, and high process control error is within 1mm.
Using above-mentioned technical proposal, beneficial effects of the present invention are：
（1）Traditional handicraft is combined with scientific idea；Mat formation and afforest compared to traditional hard, the two conjunction two is by this engineering method
One, construction land is greatly saved；
（2）Hard is mated formation and is combined with planting technique；Ecological permeable garden road modelled after an antique is that hard is mated formation, while being also greenery patches,
Not only meet the current function that hard is mated formation, but also meet effect of the greenery patches to landscaping, purification air, and save construction and use
Ground；
（3）Landform draining is combined with feed ditch draining；Ecological permeable garden road system modelled after an antique utilizes the gradient on ground, the nature of sandstone
Infiltration, blind pipe combine, adaptation to local conditions, and investment minimum cost reaches optimal drainage effect, and the storage for improving rainwater is used
Rate, utilization rate improve urban heat land effect, improve civic living environment.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention without any creative labor, may be used also for those of ordinary skill in the art
To obtain other drawings based on these drawings.
Fig. 1 is process flow chart of the invention；
Fig. 2 is the schematic cross-section after the completion of construction of the invention.
Appended drawing reference：1, graded broken stone；2, pervious concrete；3, grey tile；4, planting technique soil；5, flat stone；6, commodity are mixed
Solidifying soil；7, blind pipe.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
As shown, ecological permeable system construction method in garden road modelled after an antique, using the vertical paving of butterfly grey tile 3, backfill is green in gap
Change planting soil 4, be 2 bed course of pervious concrete under planting soil, base is graded broken stone 1, and 1 layer of graded broken stone spreads between ecological grass ditch
If blind pipe 7, includes the following steps：
Step 1: Job readiness；It is familiar with drawing, absolute altitude, position repetition measurement is carried out to scene, wherein paying special attention to external municipal drainage
The absolute altitude of mouth；Safety training before hilllock is carried out to site operation teams and groups, carry out safe practice tell somebody what one's real intentions are, technical annotation in construction, owner
Member's signature confirmation and sorting and file, determine the punching quantity and pore size of blind pipe 7；It organizational purchasing raw material and carries out as required
Processing, planning is stacked and Working position, the preparation before carrying out construction；
Step 2: surveying and locating；It is pinpointed first using GPS, piling location is carried out to careless ditch, garden kerb line, turning is not advised
Then place carries out encryption and sets stake, then spreads out excavation active line with lime, and indicate on pile body using the marking pen of conspicuous color
It is finally completed face absolute altitude；
Step 3: foundation excavation；It is excavated using Miniature digging machine and is matched with human assistance, according to the reserved element earth rammer of soil property when operation
Real thickness must not backbreak, and part of backbreaking wants graded broken stone 1 to be backfilling and compacted；
Step 4: rammed earth, blind pipe 7 make；Diesel oil ramming machine or small-sized pressure can be selected according to project amount size in rammed earth
Road machine, Ramming operation carries out compactness detection after the completion, while rammed earth, according to fixed punching quantity and aperture
Size carries out blind pipe 7 and processes；
Step 5: rubble backfill, blind pipe 7 are installed；Rubble is first spread, then the blind pipe 7 made is installed in place, is installed in blind pipe 7
When pay attention to slope, then carry out rubble backfill；Wherein, the high process control error of rubble backfill is within 1cm；Blind pipe 7 is installed flat
Face position control is within 3cm；
Step 6: flat 5 formwork of stone；According to garden road gradient strict control template top mark height, accomplish not turn one's coat, Zheng Fu Pian Cha≤3mm.
In places such as turning, horn mouths, lines want smoother；
Step 7: concrete base pours；Flat 5 concrete foundation of stone is vibrated when pouring will sufficiently, and concreting face and template top maintain an equal level；
Step 8: flat 5 paving of stone；Longitudinal absolute altitude is controlled using hanging wire plus horizontal ruler, so that height difference≤1mm, guarantees the circle of lines
Suitable, the length of flat 5 monolithic of stone is shortened in small crook；
The side Step 9: mortar crouches；Mortar ratio is controlled, and skilled bricklayer is arranged to be operated, controls surface smoothness；
Step 10: pervious concrete 2 pours；
Step 11: the vertical paving of grey tile 3, backfilling of earthwork；The vertical paving of grey tile 3 carries out simultaneously with backfilling of earthwork, and butterfly grey tile 3 is pressed pattern
It manually inserts planting soil after vertical paving, fills real with water after all completing, then carry out once planting earthen backfill with filling out with paving when operation.
Wherein, after the completion of foundation excavation, repetition measurement elevation, every backfill elevation of one layer of survey, flat 5 concrete foundation of stone poured
After the completion of building, center line is popped up with ink fountain on concrete foundation face, notices that the smoothness of lines, line style are graceful；The paving of the flat stone 5 of granite
Patch needs two-way tape line to operate, at any time repetition measurement elevation.
Further, in the step 1, the punching quantity and pore size of blind pipe 7 must according to local year amount of rainfall and most
Heavy rainfall calculates and tests determination, and pore size control is in 0.1mm, turn hole location error within 1mm.
Further, in the step 1, the raw material of preparation are 10mm Stone, 600 × 120 × 150mm thickness sesame
Numb ash granite burns face flush curb, 200 × 200 × 9mm thickness scale type butterfly grey tile 3, C20 commerical ready-mixed concrete 6, permeable coagulation
2 and 110U-PVC of soil pipe, length 80cm.
Further, in the step 6, the template specification used is the PVC board of 5mm thickness.
Further, in the step 2, the plan-position of surveying and locating is controlled within 5cm.
Further, in the step 3, the high process control of foundation excavation is within 3cm.
Further, in the step 4, compactness >=85% of plain soil pressure reality.
Further, in the step 6, for the high process control error of formwork within 3mm, radian is naturally smoother.
Further, in the step 8, for the high process control error of flat 5 paving of stone within 1mm, radian is naturally smoother.
Further, in the step 11, the vertical high process control error of paving of grey tile 3 is within 1mm, green when backfilling of earthwork
Filling is lower than a watt top 5mm in watts 3, and high process control error is within 1mm.
After rainfall, rainwater first flows into pervious concrete by planting soil infiltration, filtering on the garden road modelled after an antique of the construction method
Then 2 bed courses flow into 1 base of graded broken stone, the rainwater bottom horizontal flow sheet having more than needed in base, enter ecological grass ditch by blind pipe 7,
Again by ecological grass ditch, rainwater is introduced into biological retention device.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. ecological permeable system construction method in garden road modelled after an antique, which is characterized in that using the vertical paving of butterfly grey tile, backfill greening in gap
Planting soil is pervious concrete bed course under planting soil, and base is graded broken stone, is laid between graded broken stone layer and ecological grass ditch blind
Pipe, includes the following steps：
Step 1: Job readiness；It is familiar with drawing, absolute altitude, position repetition measurement is carried out to scene, wherein paying special attention to external municipal drainage
The absolute altitude of mouth；Safety training before hilllock is carried out to site operation teams and groups, carry out safe practice tell somebody what one's real intentions are, technical annotation in construction, owner
Member's signature confirmation and sorting and file, determine the punching quantity and pore size of blind pipe；It organizational purchasing raw material and carries out as required
Processing, planning is stacked and Working position, the preparation before carrying out construction；
Step 2: surveying and locating；It is pinpointed first using GPS, piling location is carried out to careless ditch, garden kerb line, turning is not advised
Then place carries out encryption and sets stake, then spreads out excavation active line with lime, and indicate on pile body using the marking pen of conspicuous color
It is finally completed face absolute altitude；
Step 3: foundation excavation；It is excavated using Miniature digging machine and is matched with human assistance, according to the reserved element earth rammer of soil property when operation
Real thickness must not backbreak, and part of backbreaking wants graded broken stone to be backfilling and compacted；
Step 4: rammed earth, blind pipe production；Diesel oil ramming machine or small-sized pressure can be selected according to project amount size in rammed earth
Road machine, Ramming operation carries out compactness detection after the completion, while rammed earth, according to fixed punching quantity and aperture
Size carries out blind pipe processing；
Step 5: rubble backfill, blind pipe installation；Rubble is first spread, then the blind pipe made is installed in place, is infused in blind pipe installation
Meaning slope, then carry out rubble backfill；
Step 6: flat stone formwork；According to garden road gradient strict control template top mark height, accomplish not turn one's coat, Zheng Fu Pian Cha≤3mm.
In places such as turning, horn mouths, lines want smoother；
Step 7: concrete base pours；Flat stone concrete basis is vibrated when pouring will sufficiently, and concreting face and template top maintain an equal level；
Step 8: flat stone paving；Longitudinal absolute altitude is controlled using hanging wire plus horizontal ruler, so that height difference≤1mm, guarantees the circle of lines
Suitable, the length of flat stone monolithic is shortened in small crook；
The side Step 9: mortar crouches；Mortar ratio is controlled, and skilled bricklayer is arranged to be operated, controls surface smoothness；
Step 10: pervious concrete pours；
Step 11: the vertical paving of grey tile, backfilling of earthwork；The vertical paving of grey tile carries out simultaneously with backfilling of earthwork, and butterfly grey tile is stood by pattern
It manually inserts planting soil after paving, fills real with water after all completing, then carry out once planting earthen backfill with filling out with paving when operation.
2. ecological permeable system construction method in garden road modelled after an antique according to claim 1, it is characterised in that：The step 1
In, the punching quantity and pore size of blind pipe must calculate and test determination, aperture according to local year amount of rainfall and maximum rainfall
Size control is in 0.1mm, turn hole location error within 1mm.
3. ecological permeable system construction method in garden road modelled after an antique according to claim 1, it is characterised in that：The step 1
In, the raw material of preparation are 10-40mm Stone, 600 × 120 × 150mm thickness sesame ash granite burn face flush curb,
200 × 200 × 9mm thickness scale type butterfly grey tile, C20 commerical ready-mixed concrete, pervious concrete and 110U-PVC pipe, length are
80-120cm。
4. ecological permeable system construction method in garden road modelled after an antique according to claim 1, it is characterised in that：The step 6
In, the template specification used is the PVC board of 5mm thickness.
5. ecological permeable system construction method in garden road modelled after an antique according to claim 1, it is characterised in that：The step 2
In, the plan-position of surveying and locating controls within 5cm.
6. ecological permeable system construction method in garden road modelled after an antique according to claim 1, it is characterised in that：The step 3
In, the high process control of foundation excavation is within 3cm.
7. ecological permeable system construction method in garden road modelled after an antique according to claim 1, it is characterised in that：The step 4
In, compactness >=85% of plain soil pressure reality.
8. ecological permeable system construction method in garden road modelled after an antique according to claim 1, it is characterised in that：The step 6
In, for the high process control error of formwork within 3mm, radian is naturally smoother.
9. ecological permeable system construction method in garden road modelled after an antique according to claim 1, it is characterised in that：The step 8
In, for the high process control error of flat stone paving within 1mm, radian is naturally smoother.
10. ecological permeable system construction method in garden road modelled after an antique according to claim 1, it is characterised in that：The step 10
In one, the vertical high process control error of paving of grey tile is within 1mm, and when backfilling of earthwork, filling is lower than a watt top 5mm, high process control in grey tile
Error is within 1mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810686100.2A CN108914738A (en) | 2018-06-28 | 2018-06-28 | Ecological permeable system construction method in garden road modelled after an antique |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810686100.2A CN108914738A (en) | 2018-06-28 | 2018-06-28 | Ecological permeable system construction method in garden road modelled after an antique |
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| CN108914738A true CN108914738A (en) | 2018-11-30 |
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| CN201810686100.2A Pending CN108914738A (en) | 2018-06-28 | 2018-06-28 | Ecological permeable system construction method in garden road modelled after an antique |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736158A (en) * | 2019-01-28 | 2019-05-10 | 山西龙腾汇景园林股份有限公司 | A kind of Urban Parks's construction method |
| CN110145008A (en) * | 2019-05-05 | 2019-08-20 | 东南大学 | The rainwater cavernous body and its construction method constructed using solid waste building materials |
| CN113062173A (en) * | 2021-03-22 | 2021-07-02 | 武汉一冶建筑安装工程有限责任公司 | Construction method for joint of garden path underpass flat plate bridge and conical slope foundation |
| CN115354549A (en) * | 2022-08-17 | 2022-11-18 | 广州普邦园林股份有限公司 | Construction method for preventing efflorescence |
| CN115349376A (en) * | 2022-09-02 | 2022-11-18 | 北京正和恒基国际城市规划设计有限公司 | Planting hole structure and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202164520U (en) * | 2011-06-13 | 2012-03-14 | 深圳市华育永成科技有限公司 | Eco-concrete parking lot with vagetaion function |
| CN103669145A (en) * | 2013-12-31 | 2014-03-26 | 北京东方园林股份有限公司 | Pavement method of permeable pavement structure |
| CN203795265U (en) * | 2014-03-28 | 2014-08-27 | 上海市园林设计院有限公司 | Ecological grass embedded floor structure |
| CN204199135U (en) * | 2014-11-07 | 2015-03-11 | 江苏理工学院 | Green water-permeable parking lot |
| CN207159737U (en) * | 2017-08-29 | 2018-03-30 | 机械工业第六设计研究院有限公司 | The prefabricated permeable parking bit architecture of outdoor grass planting |
| CN108103878A (en) * | 2017-12-11 | 2018-06-01 | 北京绿京华生态园林股份有限公司 | A kind of ecological floor file structure |
-
2018
- 2018-06-28 CN CN201810686100.2A patent/CN108914738A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202164520U (en) * | 2011-06-13 | 2012-03-14 | 深圳市华育永成科技有限公司 | Eco-concrete parking lot with vagetaion function |
| CN103669145A (en) * | 2013-12-31 | 2014-03-26 | 北京东方园林股份有限公司 | Pavement method of permeable pavement structure |
| CN203795265U (en) * | 2014-03-28 | 2014-08-27 | 上海市园林设计院有限公司 | Ecological grass embedded floor structure |
| CN204199135U (en) * | 2014-11-07 | 2015-03-11 | 江苏理工学院 | Green water-permeable parking lot |
| CN207159737U (en) * | 2017-08-29 | 2018-03-30 | 机械工业第六设计研究院有限公司 | The prefabricated permeable parking bit architecture of outdoor grass planting |
| CN108103878A (en) * | 2017-12-11 | 2018-06-01 | 北京绿京华生态园林股份有限公司 | A kind of ecological floor file structure |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736158A (en) * | 2019-01-28 | 2019-05-10 | 山西龙腾汇景园林股份有限公司 | A kind of Urban Parks's construction method |
| CN110145008A (en) * | 2019-05-05 | 2019-08-20 | 东南大学 | The rainwater cavernous body and its construction method constructed using solid waste building materials |
| CN113062173A (en) * | 2021-03-22 | 2021-07-02 | 武汉一冶建筑安装工程有限责任公司 | Construction method for joint of garden path underpass flat plate bridge and conical slope foundation |
| CN113062173B (en) * | 2021-03-22 | 2024-05-28 | 武汉一冶建筑安装工程有限责任公司 | Construction method for junction of round-way underpass slab bridge and conical slope foundation |
| CN115354549A (en) * | 2022-08-17 | 2022-11-18 | 广州普邦园林股份有限公司 | Construction method for preventing efflorescence |
| CN115349376A (en) * | 2022-09-02 | 2022-11-18 | 北京正和恒基国际城市规划设计有限公司 | Planting hole structure and construction method |
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Application publication date: 20181130 |