CN110194635A - Celluar concrete forming method, slope ecological remodeling method and edge slope structure - Google Patents
Celluar concrete forming method, slope ecological remodeling method and edge slope structure Download PDFInfo
- Publication number
- CN110194635A CN110194635A CN201910412679.8A CN201910412679A CN110194635A CN 110194635 A CN110194635 A CN 110194635A CN 201910412679 A CN201910412679 A CN 201910412679A CN 110194635 A CN110194635 A CN 110194635A
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- mixture
- side slope
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- cement
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- 238000000034 method Methods 0.000 title claims abstract description 38
- 239000004567 concrete Substances 0.000 title claims abstract description 30
- 238000007634 remodeling Methods 0.000 title claims abstract description 13
- 239000000203 mixture Substances 0.000 claims abstract description 55
- 239000004568 cement Substances 0.000 claims abstract description 26
- 239000010802 sludge Substances 0.000 claims abstract description 23
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 20
- 239000000843 powder Substances 0.000 claims abstract description 14
- UIIMBOGNXHQVGW-UHFFFAOYSA-M Sodium bicarbonate Chemical compound [Na+].OC([O-])=O UIIMBOGNXHQVGW-UHFFFAOYSA-M 0.000 claims abstract description 12
- 238000003756 stirring Methods 0.000 claims abstract description 11
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 claims abstract description 10
- 241000208202 Linaceae Species 0.000 claims abstract description 8
- 235000004431 Linum usitatissimum Nutrition 0.000 claims abstract description 8
- 241000209140 Triticum Species 0.000 claims abstract description 8
- 235000021307 Triticum Nutrition 0.000 claims abstract description 8
- 229910021536 Zeolite Inorganic materials 0.000 claims abstract description 8
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims abstract description 8
- 239000002243 precursor Substances 0.000 claims abstract description 8
- 239000000376 reactant Substances 0.000 claims abstract description 8
- 239000010457 zeolite Substances 0.000 claims abstract description 8
- 235000017557 sodium bicarbonate Nutrition 0.000 claims abstract description 6
- 229910000030 sodium bicarbonate Inorganic materials 0.000 claims abstract description 6
- 235000012255 calcium oxide Nutrition 0.000 claims abstract description 5
- 239000000292 calcium oxide Substances 0.000 claims abstract description 5
- 239000000428 dust Substances 0.000 claims abstract description 5
- 239000004744 fabric Substances 0.000 claims abstract description 5
- 239000010801 sewage sludge Substances 0.000 claims abstract description 4
- 239000002699 waste material Substances 0.000 claims abstract description 4
- 239000002689 soil Substances 0.000 claims description 5
- 239000003344 environmental pollutant Substances 0.000 claims description 3
- 239000010881 fly ash Substances 0.000 claims description 3
- 231100000719 pollutant Toxicity 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 239000003643 water by type Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 230000006872 improvement Effects 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 238000002156 mixing Methods 0.000 description 4
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- 239000003245 coal Substances 0.000 description 2
- 238000002485 combustion reaction Methods 0.000 description 2
- 230000002354 daily effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 1
- 241001464837 Viridiplantae Species 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 210000000476 body water Anatomy 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000013039 cover film Substances 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 239000010408 film Substances 0.000 description 1
- 239000008394 flocculating agent Substances 0.000 description 1
- 229910052739 hydrogen Inorganic materials 0.000 description 1
- 239000001257 hydrogen Substances 0.000 description 1
- 125000004435 hydrogen atom Chemical class [H]* 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 229920006255 plastic film Polymers 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 229910052708 sodium Inorganic materials 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- 238000009331 sowing Methods 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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
- C04B28/02—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
- C04B28/10—Lime cements or magnesium oxide cements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00732—Uses not provided for elsewhere in C04B2111/00 for soil stabilisation
Abstract
The invention discloses celluar concrete forming method, sludge is packed into geotechnological cloth bag, after sludge isolates superfluous water, pulverizes in powdered, is screened by sieve spare；Coal-fired waste product clinker is pulverized for 1 centimetre of size of diameter；Sewage sludge powder is mixed with cement, quick lime, sodium bicarbonate powder stirring is added later；Zeolite, flax silk and/or wheat stalk is added to be sufficiently stirred, places precursor reactant to be mixed later and forms celluar concrete completely.Side slope is arranged smooth, compacting by slope ecological remodeling method；One layer of cement puree is poured in side slope upper surface；Mixture is stirred evenly, mixture be laid in side slope for the first time；After side slope arranges, watering spreads grass-seed, then surface dust on side slope surface；Mixture aside stirs evenly, and after heat release, before cement initial set hardening, mixture is laid in side slope again, is watered daily, makes water through mixture.To solve the problems, such as comprehensive utilization of mud.
Description
Technical field
The present invention relates to concrete formation technical fields, specially celluar concrete forming method, slope ecological transformation side
Method and edge slope structure.
Background technique
The Treatment of Sludge of bottom of river channel, usually there are two types for the treatment of methods, the first is the method cut down using dosing, can only
It is good for the sludge effect no more than 30 centimeters thick, and processing speed is slow, and half a year cuts down 10 company's thickness or so.It second, adopts
After sludge is guided on the bank with excavator or dredger, add flocculating agent, after precipitating, the sludge of concentration is sent into plate and frame filter press
It is interior, when the moisture content of sludge reaches 60%, then it is sent to landfill yard landfill.Since the soil in city is more and more nervous, Hen Duocheng
City does not have an extra land development landfill yard, and Sludge landfill not only needs to compress sludge to drop to moisture content very low, and
Sludge landfill is easy polluted underground water, contaminated soil.Therefore the landfill of sludge receives restriction, and comprehensive utilization of mud is increasingly compeled
It cuts and the ideal orientation of the processing of sludge.
Summary of the invention
The technical problem to be solved by the present invention is providing celluar concrete forming method, slope ecological remodeling method and side
Slope structure, to solve the problems, such as comprehensive utilization of mud.
The present invention is to solve a kind of technical solution that its technical problem provides to be: celluar concrete forming method, main to wrap
Include following steps:
Sludge is packed into geotechnological cloth bag, after sludge isolates superfluous water, pulverizes in powdered, is screened by sieve standby
With；
Coal-fired waste product clinker is pulverized for 1 centimetre of size of diameter；
Sewage sludge powder is mixed with cement, quick lime, sodium bicarbonate powder stirring is added later；
Zeolite is added, flax silk and/or wheat stalk are sufficiently stirred, place later precursor reactant to be mixed formed completely it is more
Hole concrete.
As an improvement of the above scheme, it after zeolite, flax silk and/or wheat stalk is added and is sufficiently stirred, will mix
Body is placed in mold, is placed precursor reactant to be mixed later and is formed celluar concrete completely.
As an improvement of the above scheme, it after sodium bicarbonate powder stirring is added, adds flyash and is stirred.
The present invention is by being packed into geotechnological cloth bag for sludge, after isolating superfluous water, pulverizes in powdered, is screened by sieve
It is spare, coal-fired waste product clinker is pulverized for 1 centimetre of size of diameter；Sewage sludge powder is mixed with cement, quick lime, carbon is added later
The stirring of sour hydrogen sodium powder end；Zeolite, flax silk and/or wheat stalk is added to be sufficiently stirred, it is complete to place precursor reactant to be mixed later
Holotype is at celluar concrete.
Slope ecological remodeling method can be used for implementing above-mentioned celluar concrete forming method, mainly include the following steps:
Side slope is arranged into smooth, compacting；
One layer of cement puree is poured in side slope upper surface；
Mixture made of any of the above-described celluar concrete forming method is stirred evenly, mixture is carried out for the first time
It is laid in side slope；
After side slope arranges, watering spreads grass-seed on side slope surface, above surface dust again；
Mixture aside stirs evenly, and after heat release, and before cement initial set hardening, mixture tiles again
In side slope,
Watering daily makes water through mixture.
As an improvement of the above scheme, after be laid in side slope for the first time by mixture, on the surface of mixture
Cover film.
As an improvement of the above scheme, mixture made of any of the above-described celluar concrete forming method is cast in field
In word lattice, it is laid immediately in side slope on bank, kind of the short shrub in the space for the matts of casting concrete intercepts
Pollutant enters Ha Noi.
The present invention is by the way that by bluff, compacting, the joints cement magma in side slope tiles porous mixed in cement puree
Mixture made of solidifying earth forming method, broadcasts sowing grass-seed, surface dust, watering later, finally in the mixing for pouring one layer of heat release and finishing
Body waters daily, and water is made to form a kind of reliable and stable edge slope structure through mixture.
Edge slope structure can be used for implementing above-mentioned slope ecological remodeling method, including side slope, cement raw pulp layer, the first mixing
Body layer, the second mixture layer, and careless blanket layer, the cement raw pulp layer are cast in the surface of the side slope, the first mixture layer
It is cast in the cement raw pulp layer, careless blanket layer is located at the first mixture layer top, and the second mixture layer is located at the grass
Blanket layer top combines together with the careless blanket layer.
It as an improvement of the above scheme, further include matts frame, the matts frame is laid in the side slope, institute
It states in matts frame and has poured mixture.
As a further improvement of the foregoing solution, also kind is implanted with shrub in the matts frame.
As an improvement of the above scheme, the matts frame is made of plank.
The method have the benefit that: pass through setting side slope, cement raw pulp layer, the first mixture layer, the second mixing
Cement raw pulp layer, is cast in the surface of side slope by body layer, and careless blanket layer, and the first mixture layer is cast in cement raw pulp layer,
Careless blanket layer is located at the first mixture layer top, and the second mixture layer is located at careless blanket layer top or combines together with careless blanket layer, shape
Reliable and stable edge slope structure is used at a kind of.
Detailed description of the invention
For the clearer technical solution illustrated in the embodiment of the present invention, will make below to required in embodiment description
Attached drawing briefly describes.
Fig. 1 is the flow chart of celluar concrete forming method；
Fig. 2 is the flow chart of slope ecological remodeling method；
Fig. 3 is a kind of schematic diagram of embodiment of edge slope structure.
Specific embodiment
Carried out with reference to embodiments with technical effect of the attached drawing to design of the invention, specific structure and generation it is clear,
It is fully described by, to fully understand the purpose of the present invention, scheme and effect.It should be noted that in the absence of conflict originally
The feature in embodiment and embodiment in application can be combined with each other.Furthermore the upper and lower, left and right etc. used in the present invention
It describes in only opposite figure for each component part mutual alignment relation of the present invention.
Fig. 1 is the flow chart of celluar concrete forming method, and with reference to Fig. 1, celluar concrete forming method, main includes such as
Lower step: excavating sludge with excavator, and sludge is packed into geotechnological cloth bag and isolates superfluous water to sludge after placing 5 days, will
The sludge crushed into powder shape for removing water, it is spare after screening of sifting out.The clinker that fired coal combustion is generated later, pulverizes and diametrically exists
1 centimetre or so of particle separates the powder that fired coal combustion generates using deduster or bag filter.By sludge powder
It is mixed with cement, quick lime, sodium bicarbonate powder stirring is added later, zeolite, flax silk and/or wheat stalk, flyash is added
It is sufficiently stirred, places precursor reactant to be mixed later and form celluar concrete completely.
Preferably, after zeolite, flax silk and/or wheat stalk is added and is sufficiently stirred, mixture is placed in mold,
Precursor reactant to be mixed is placed later forms celluar concrete completely.During actual fabrication, operator can make as needed
Different models forms the celluar concrete of different shape specification, molding celluar concrete can be used for difference as needed
Application scenarios such as plane brick, reaction tank wall etc..
Fig. 2 is the flow chart of slope ecological remodeling method, and with reference to Fig. 2, slope ecological remodeling method can be used for implementing above-mentioned
Celluar concrete forming method, mainly include the following steps: to arrange side slope it is smooth, compacting, one layer of cement is poured in side slope
Magma stirs evenly mixture, carries out first time mixture and is laid in side slope, after construction, is covered with plastic film.
Film thermal insulating can increase the tolerance of carbon dioxide, increase the size in hole.After the diameter in hole increases, the bullet of mixture can be increased
Property, so that rainwater when flowing through river, can drink up the rain, and reducing speed, increase the city function of side slope.
After side slope arranges, waters, grass-seed, then surface dust are planted on the mixture poured for the first time.It will mix
It is fit aside after mixing evenly, and after heat release, before cement initial set hardening, be laid in side slope, and water everyday
Maintenance, water is big in watering proce, so that water penetrates mixture, so that soil keeps certain humidity, and to after two weeks, grass-seed
From mixture gap, borough chief goes out.Entire side slope is covered, the grass-seed sowed forms green plant, ultimately increases River Landscape.
Preferably after having operated above-mentioned steps, matts is set on side slope periphery, is laid immediately on around side slope, field word
Mixture has been poured in lattice to be connected as one matts and side slope.Short shrub preferably is planted in the empty place of matts,
Pollutant is intercepted to enter inside river.
Fig. 3 is a kind of schematic diagram of embodiment of edge slope structure, and with reference to Fig. 3, edge slope structure includes side slope 10, cement puree
The 20, first mixture layer 30 of layer, careless blanket layer 40, the second mixture layer 50 and matts frame 60, the smooth compacting of side slope 10,
Cement raw pulp layer 20 is laid in the upper surface of side slope 10, and the first mixture layer 30 is laid in cement raw pulp layer 20, careless blanket layer 40
It is laid on the first mixture layer 30, it is structure that the second mixture layer 50 combines together with careless blanket layer 40, in the second mixture
There are multiple water stream channels between layer 50 and careless blanket layer 40, provide water source for the growth of careless blanket layer 40 in the production process, ensure
The survival rate and healthy growth of careless blanket layer.Short shrub, planting groove in grid are planted in matts frame 60, slot can reduce water
Flow velocity, slot not only secures side slope, also blocks the impurity silt of sewage, also there is certain water purification effect.Preferred field word
Case frame 60 is made of plank.
Sludge is not only utilized in edge slope structure of the invention from the above, also adds sponge city function, reduces
Impact of the pollution of area source to water body, it is advantageous and none does harm to.
Although specifically showing and describing the present invention in conjunction with preferred embodiment, those skilled in the art should be bright
It is white, it is not departing from the spirit and scope of the present invention defined by described claims, it in the form and details can be right
The present invention makes a variety of changes, and is protection scope of the present invention.
Claims (10)
1. celluar concrete forming method, mainly includes the following steps:
Sludge is packed into geotechnological cloth bag, after sludge isolates superfluous water, pulverizes in powdered, is screened by sieve spare；
Coal-fired waste product clinker is pulverized for 1 centimetre of size of diameter；
Sewage sludge powder is mixed with cement, quick lime, sodium bicarbonate powder stirring is added later；
Zeolite, flax silk and/or wheat stalk is added to be sufficiently stirred, places precursor reactant to be mixed later and forms porous mix completely
Solidifying soil.
2. celluar concrete forming method according to claim 1, which is characterized in that zeolite, flax silk and/or wheat is being added
After sub- stalk is sufficiently stirred, mixture is placed in mold, precursor reactant to be mixed is placed later and forms porous coagulation completely
Soil.
3. celluar concrete forming method according to claim 2, which is characterized in that sodium bicarbonate powder stirring is added
Afterwards, flyash is added to be stirred.
4. slope ecological remodeling method, which is characterized in that can be used for implementing above-mentioned celluar concrete forming method, main includes such as
Lower step:
Side slope is arranged into smooth, compacting；
One layer of cement puree is poured in side slope upper surface；
Mixture made of any one of claims 1 to 3 celluar concrete forming method is stirred evenly, mixture is carried out
It is laid in side slope for the first time；
After side slope arranges, watering spreads grass-seed on side slope surface, above surface dust again；
Mixture aside stirs evenly, and after heat release, and before cement initial set hardening, mixture is laid in side again
It on slope, waters daily, makes water through mixture.
5. slope ecological remodeling method according to claim 4, which is characterized in that mixture is being carried out first time tiling
After in side slope, film is covered on the surface of mixture.
6. slope ecological remodeling method according to claim 5, which is characterized in that any one of claims 1 to 3 is more
Mixture made of the concrete formation method of hole is cast in matts, be laid immediately in side slope and bank on, to pour
Kind of short shrub in the space of the matts of concrete intercepts pollutant and enters Ha Noi.
7. edge slope structure can be used for implementing the described in any item slope ecological remodeling methods of claim 4 to 6, including side slope, water
Mud magma layer, the first mixture layer, the second mixture layer, and careless blanket layer, the cement raw pulp layer are cast in the side slope
Surface, the first mixture layer are cast in the cement raw pulp layer, and careless blanket layer is located at the first mixture layer top, and second is mixed
Fit layer is located at the careless blanket layer top or combines together with the careless blanket layer.
8. edge slope structure according to claim 7, which is characterized in that it further include matts frame, the matts frame
It is laid in the side slope, has poured mixture in the matts frame.
9. edge slope structure according to claim 8, which is characterized in that also kind is implanted with shrub in the matts frame.
10. edge slope structure according to claim 9, which is characterized in that the matts frame is made of plank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910412679.8A CN110194635A (en) | 2019-05-17 | 2019-05-17 | Celluar concrete forming method, slope ecological remodeling method and edge slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910412679.8A CN110194635A (en) | 2019-05-17 | 2019-05-17 | Celluar concrete forming method, slope ecological remodeling method and edge slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110194635A true CN110194635A (en) | 2019-09-03 |
Family
ID=67752864
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910412679.8A Pending CN110194635A (en) | 2019-05-17 | 2019-05-17 | Celluar concrete forming method, slope ecological remodeling method and edge slope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110194635A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1383712A (en) * | 2002-04-25 | 2002-12-11 | 许文年 | Concrete greening technology for cement side slope vegetation |
| CN101157534A (en) * | 2007-09-14 | 2008-04-09 | 浙江大学 | Virescence ecological brick and preparation method and usage thereof |
| CN102031786A (en) * | 2010-11-23 | 2011-04-27 | 上海交通大学 | Greening vegetation concrete and construction method thereof |
| CN103362132A (en) * | 2013-07-26 | 2013-10-23 | 六蜂王（石狮）环保建材有限公司 | Construction method of cast-in-site planting concrete revetment |
| CN104003676A (en) * | 2014-05-19 | 2014-08-27 | 大连理工大学 | Sludge-zeolite water purification type ecological concrete and preparation method thereof |
| KR20170140820A (en) * | 2016-06-13 | 2017-12-22 | (주)제이엔티아이엔씨 | Eco-friendly composition for slope stabilization |
| CN109626950A (en) * | 2018-10-31 | 2019-04-16 | 上海星欣科技发展有限公司 | Ecological slope protection concrete and its construction method |
| CN211690378U (en) * | 2019-05-17 | 2020-10-16 | 深圳中绿环境集团有限公司 | Slope structure |
-
2019
- 2019-05-17 CN CN201910412679.8A patent/CN110194635A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1383712A (en) * | 2002-04-25 | 2002-12-11 | 许文年 | Concrete greening technology for cement side slope vegetation |
| CN101157534A (en) * | 2007-09-14 | 2008-04-09 | 浙江大学 | Virescence ecological brick and preparation method and usage thereof |
| CN102031786A (en) * | 2010-11-23 | 2011-04-27 | 上海交通大学 | Greening vegetation concrete and construction method thereof |
| CN103362132A (en) * | 2013-07-26 | 2013-10-23 | 六蜂王（石狮）环保建材有限公司 | Construction method of cast-in-site planting concrete revetment |
| CN104003676A (en) * | 2014-05-19 | 2014-08-27 | 大连理工大学 | Sludge-zeolite water purification type ecological concrete and preparation method thereof |
| KR20170140820A (en) * | 2016-06-13 | 2017-12-22 | (주)제이엔티아이엔씨 | Eco-friendly composition for slope stabilization |
| CN109626950A (en) * | 2018-10-31 | 2019-04-16 | 上海星欣科技发展有限公司 | Ecological slope protection concrete and its construction method |
| CN211690378U (en) * | 2019-05-17 | 2020-10-16 | 深圳中绿环境集团有限公司 | Slope structure |
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