CN103130460A - Vegetation type steel slag polyporous concrete, preparation method thereof and application - Google Patents
Vegetation type steel slag polyporous concrete, preparation method thereof and application Download PDFInfo
- Publication number
- CN103130460A CN103130460A CN2011103943530A CN201110394353A CN103130460A CN 103130460 A CN103130460 A CN 103130460A CN 2011103943530 A CN2011103943530 A CN 2011103943530A CN 201110394353 A CN201110394353 A CN 201110394353A CN 103130460 A CN103130460 A CN 103130460A
- Authority
- CN
- China
- Prior art keywords
- cellular concrete
- concrete
- vegetation type
- water
- slag
- 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
- 239000002893 slag Substances 0.000 title claims abstract description 75
- 238000002360 preparation method Methods 0.000 title claims abstract description 18
- 239000004567 concrete Substances 0.000 title abstract description 32
- 229910000831 Steel Inorganic materials 0.000 title abstract description 15
- 239000010959 steel Substances 0.000 title abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 45
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 23
- 239000000203 mixture Substances 0.000 claims abstract description 22
- 244000025254 Cannabis sativa Species 0.000 claims abstract description 20
- 239000004568 cement Substances 0.000 claims abstract description 20
- 239000002689 soil Substances 0.000 claims abstract description 20
- 239000000839 emulsion Substances 0.000 claims abstract description 18
- 239000003337 fertilizer Substances 0.000 claims abstract description 11
- 230000035699 permeability Effects 0.000 claims abstract description 10
- 239000002994 raw material Substances 0.000 claims abstract description 10
- 239000002245 particle Substances 0.000 claims abstract description 3
- 239000011381 foam concrete Substances 0.000 claims description 86
- 238000000465 moulding Methods 0.000 claims description 28
- 239000000835 fiber Substances 0.000 claims description 8
- 238000012423 maintenance Methods 0.000 claims description 8
- 238000009331 sowing Methods 0.000 claims description 8
- 238000003756 stirring Methods 0.000 claims description 5
- 150000001732 carboxylic acid derivatives Chemical class 0.000 claims description 4
- 239000004816 latex Substances 0.000 claims description 4
- 229920000126 latex Polymers 0.000 claims description 4
- DGVVJWXRCWCCOD-UHFFFAOYSA-N naphthalene;hydrate Chemical group O.C1=CC=CC2=CC=CC=C21 DGVVJWXRCWCCOD-UHFFFAOYSA-N 0.000 claims description 4
- 239000000843 powder Substances 0.000 claims description 4
- 244000052363 Cynodon dactylon Species 0.000 claims description 3
- 241000234643 Festuca arundinacea Species 0.000 claims description 3
- 230000006835 compression Effects 0.000 claims description 3
- 238000007906 compression Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000002156 mixing Methods 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 7
- 230000008901 benefit Effects 0.000 abstract description 3
- 238000002955 isolation Methods 0.000 abstract 1
- 241000196324 Embryophyta Species 0.000 description 12
- 230000008635 plant growth Effects 0.000 description 8
- 229920000049 Carbon (fiber) Polymers 0.000 description 4
- 239000004917 carbon fiber Substances 0.000 description 4
- 230000012010 growth Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 3
- 239000002910 solid waste Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000002742 anti-folding effect Effects 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003895 organic fertilizer Substances 0.000 description 2
- -1 phenolic aldehyde Chemical class 0.000 description 2
- 229920005646 polycarboxylate Polymers 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- AFLLJVZHYVUNNX-STQMWFEESA-N CPC-1 Natural products CO[C@]12CCN(C)[C@H]1N(C)c1ccccc21 AFLLJVZHYVUNNX-STQMWFEESA-N 0.000 description 1
- 101100007537 Cryphonectria parasitica CPC-1 gene Proteins 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000003750 conditioning effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 230000036651 mood Effects 0.000 description 1
- 239000002362 mulch Substances 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000000241 respiratory effect Effects 0.000 description 1
- 230000002786 root growth Effects 0.000 description 1
- 238000009628 steelmaking Methods 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Pretreatment Of Seeds And Plants (AREA)
- Cultivation Of Plants (AREA)
Abstract
The invention relates to vegetation type steel slag polyporous concrete which is good in water permeability and good in fracture resistance and crush resistance, and a preparation method of the vegetation type steel slag polyporous concrete. The vegetation type steel slag polyporous concrete is formed by formed polyporous concrete and mixtures, wherein the mixtures are evenly scattered and formed in the polyporous concrete. The vegetation type steel slag polyporous concrete is composed of steel slag, cement, water reducing agent, redispersibility emulsion, auxiliary materials and water. The mixtures evenly scattered in the polyporous concrete adopt grass seeds, soil and fertilizer as raw materials. The vegetation type steel slag polyporous concrete has the advantages that porosity is large, particles can not easily fall off from the surface of the concrete, permeation coefficient can reach to 4.2 mm / s, compressive strength can reach to 30.0 MPa in twenty-eight days, rupture strength can reach to 5.0 MPa in twenty-eight days. The vegetation type steel slag polyporous concrete can be applied to the fields such as green belts on both sides of roads in cities, dike slopes of expressways, central isolation belts of expressways, water-side slope protection belts, green belts on roofs, and green belts in parking lots.
Description
Technical field
The present invention relates to vegetation type slag cellular concrete and preparation and the application of a kind of good water permeability and anti-folding and anti-pressing.
Background technology
The grass planting concrete also is concrete for plant growth, it is concrete one type of greening vegetation, this concrete with cellular concrete as skeleton structure, inside exists certain connectivity gap, for the green vegetation of concrete surface provides for root growth, the space of drawing nutrient, adopt cellular concrete as the plant-growth matrix, and at the required various materials of space inner filling plant-growth with the growing space is provided.
The grass planting the reinforcement of concrete is in road both sides, motorway bank protection slope and the central partition in city, the positions such as waterside bank protection, roof, parking lot, can increase the surperficial water-permeable and air permeable of concrete material, improve damp and hot exchange capacity, reduce the concrete material surface temperature, increase the vert space in city, reduce the tropical island effect in city, regulate people's life mood, have the function that absorbs noise and dust, the eubiosis to urban climate also plays active effect, can improve the human settlement.
Plant is adapted at low basicity growth (pH=8-10), and Japan is used for blast furnace B, the C type cement resource that the gelling material of concrete for plant growth is low basicity at present, and with the cellular concrete that this cement goes out, its surface pH value is fit to plant-growth in the 8-9 left and right.And lack the low alkalinity cement resource in China, and generally adopting ordinary Portland cement configuration cellular concrete, interpore water surrounding is without transformation, and its pH value affects plant-growth up to 12.5-13.5.
slag is the second largest association solid waste that steel-making produces, account for the 15-20% of output of steel, 2011 national expectations will increase more than 9,000 ten thousand tons of slags newly, add accumulation for many years, the flood tide of domestic 1,000,000,000 tons is not utilized effectively, due to the slag poor stability, complicated component, one of two large solid waste of the most difficult utilization have been become at present, a large amount of serious environment pollutions of stacking, take valuable soil, city, studies show that, the slag of processing through special process has the similar performance of high-quality lithotome, even in wear resistance, there is larger advantage in the aspects such as surfactivity, in the resource world today day by day in short supply, the resource that becomes very important " turning waste into wealth " of slag.
Pertinent literature has: patent CN 101456711A " a kind of steel slag plant-growing concrete and preparation method thereof ", CN101880147A " a kind of steel slag ecological concrete, steel slag ecological concrete product and preparation method thereof ", patent CN101538135A " a kind of vegetation form cellular concrete and preparation method thereof ", patent CN 102031786A " green vegetation concrete and constructional method thereof " and patent CN 102010155A " a kind of high-strength plant growing type porous concrete and preparation method thereof ".Its Patent CN 101538135A " a kind of vegetation form cellular concrete and preparation method thereof " proposes to prepare at the Surface mulch mixed soil of the cellular concrete with thickness and grass seeds and plants living cellular concrete, its concrete steps are: A. joins stone, cement, soil, polycarboxylate water-reducer, polymer emulsion, organic fertilizer, concrete alkalescence conditioning agent and water and stirs moulding in stirrer according to the proportioning of setting, obtain cellular concrete; B. after grass seeds being soaked 8-10 hour with tap water, and soil is 1 by weight: the ratio of 2-3 is mixed, and obtains mixed soil; C. the mixed soil that step B is obtained covers the top layer of the moulding cellular concrete that steps A gets, and makes vegetation form cellular concrete.
Above-mentioned pertinent literature all shows, slag is used for the existing certain research of permeable concrete, and also there is certain patent achievement the steel slag plant-growing concrete aspect, but all has following problem:
1) grain is easily fallen on lower, the surface of intensity, and along with time lapse, hole is blocked, and water permeability dies down;
2) due to the ununiformity of cellular concrete hole, cause plant to be difficult to the stable equilibrium growth.
Summary of the invention
In order to solve following technical problem of the prior art: 1) grain is easily fallen on lower, the surface of intensity, and along with time lapse, hole is blocked, and water permeability dies down; 2) due to the ununiformity of cellular concrete hole, cause plant to be difficult to the stable equilibrium growth; The invention provides a kind of Novel steel slag grass planting concrete, namely the vegetation type slag cellular concrete of a kind of good water permeability and anti-folding and anti-pressing, under the prerequisite that guarantees the concrete respiratory, increase substantially bending and compressive strength, makes the growth of plant Omnibearing even.Above-mentioned vegetation type slag cellular concrete has also been expanded the approach that utilizes of slag solid waste simultaneously, and develops environmental friendly material.
In order to solve the problems of the technologies described above, the present invention adopts following technical scheme to realize:
A kind of vegetation type slag cellular concrete, formed by the cellular concrete of moulding and the mixture that evenly sprinkles sowing in the cellular concrete hole of moulding, the raw material of the cellular concrete of described moulding is comprised of slag, cement, water reducer, redispersible emulsion, subsidiary and water; Wherein, the raw material of the cellular concrete of described moulding and weight proportion thereof, according to the cellular concrete meter of 1 cubic metre of moulding, slag accounts for 1900-2400kg/m
3, cement accounts for 250-350kg/m
3, water reducer accounts for 1.5-10.5kg/m
3, the redispersible emulsion accounts for 1.5-10.5kg/m
3, subsidiary accounts for 0.5-3kg/m
3, water cement ratio is (0.2-0.3): 1; The described mixture that evenly sprinkles sowing in the cellular concrete hole, its feed composition and parts by weight thereof are counted according to dry weight: grass seeds: 1 weight part, soil: 5-15 weight part, fertilizer: the 2-3 weight part; Described vegetation type slag cellular concrete, its coefficient of permeability reach 4.2mm/s even more than, its 28 days ultimate compression strength reach 30.0MPa even more than, its 28 days folding strengths reach 5.0MPa even more than.
The porosity of the cellular concrete of moulding of the present invention is 20-30%.
Better, the thickness of the cellular concrete of described moulding is 40-120mm.
Better, the particle size range of slag is between 5-40mm, and described slag is the cylinder slag that Baoshan Iron and Steel Group produces.
Better, described cement is 42.5 strength grades that Shanghai sea dog Cement Co., Ltd is produced.
Better, described water reducer can be selected from naphthalene water reducer and poly carboxylic acid series water reducer, and naphthalene water reducer is wherein built the naphthalene water reducer of the yz-100 model that company of building material company limited produces as Shang Haiyuan; Poly carboxylic acid series water reducer is as the poly carboxylic acid series water reducer of the CPC-1 model of Ka Erdike (Shanghai) trade Co., Ltd.
Better, described redispersible emulsion is the redispersible emulsion of Ka Erdike (Shanghai) trade Co., Ltd, its model is that the redispersable latex powder of C4084 adds water formation, and in described redispersible emulsion, the weight proportion of redispersable latex powder and water is 1: (1-5).
Better, described subsidiary is selected from staple fibre, and as staple fibres such as general purpose grade asphalt-based carbon fiber, phenolic aldehyde based carbon fibers, the length of described staple fibre is generally 35～150mm.
Better, described grass seeds is Festuca Arundinacea (Festuca arundinacea) or Bermuda grass (Cynodondactylon (Linn.) Pers).
Better, the water ratio of described soil is no more than 10%.
Better, described fertilizer is selected from the flowers and trees fertilizer that Shanghai abundant agriculture biological organic fertilizer factory produces.
The preparation method of vegetation type slag cellular concrete of the present invention comprises the steps:
1), slag, cement, water reducer, redispersible emulsion, subsidiary and water are joined in stirrer according to proportioning stir, and be cast in die for molding, obtain the cellular concrete of moulding, then sprinkled water maintenance 3-7 days;
2), grass seeds, soil and fertilizer are evenly obtained mixture after mixing according to proportioning;
3), with step 2) mixture that obtains evenly sprinkles sowing in the hole of cellular concrete of the moulding after maintenance, after watering, forms described vegetation type slag cellular concrete.Wherein, watering the water yield gets final product to mixture is moistening for watering.
Above-mentioned steps 3) in, after the grass seeds plant grew, the mixture in its root system of plant and hole (also can be described as basic unit's soil), cellular concrete were bonded together, and formed vegetation type slag cellular concrete, also can be described as the grass planting cellular concrete.
Beneficial effect of the present invention is as follows:
1, in having the vegetation form cellular concrete of large porosity, slag makes the pressure-proof and snap-resistent intensity that can increase substantially cellular concrete due to its " electric welding formula " hydraulicity cohesive force, overcomes the surface and easily falls a phenomenon.
2, overcome ununiformity due to the cellular concrete hole, cause plant to be difficult to the problem of stable equilibrium growth.
3, plant living cellular concrete with the preparation of Using Steel Slag Instead stone material, the energy that economizes on resources has promoted the development of recycling economy, and social benefit is huge.
Vegetation type slag cellular concrete of the present invention can be widely used as urban road both sides green belt, motorway bank protection slope, highway center isolated area, in the fields such as waterside bank protection band, roof greening band and greening of parking yard band.
Embodiment
Further set forth the present invention below in conjunction with specific embodiment, should be understood that these embodiment only are used for explanation the present invention and are not used in restriction protection scope of the present invention.
Embodiment 1:
The preparation process of vegetation type slag cellular concrete (thickness is 60mm) is as follows:
1, slag, cement, water reducer, redispersible emulsion, staple fibre and water are joined in stirrer according to corresponding proportioning stir, and be cast in a good die for molding, obtain cellular concrete, watering maintenance 3-7 days.Wherein, the corresponding weight proportion of slag, cement, water reducer, redispersible emulsion and water is as shown in table 1.Above-mentioned staple fibre can adopt the general purpose grade asphalt-based carbon fiber, also can adopt the phenolic aldehyde based carbon fiber.
2, grass seeds, soil, fertilizer are evenly mixed by weight ratio, obtain mixture; Wherein the corresponding weight proportion of grass seeds, soil and fertilizer is 1: 10: 2.5.
3, the mixture that step 1 is obtained evenly sprinkles sowing in the hole of cellular concrete of the moulding after maintenance, waters, and after plant grew, root system and basic unit's soil, cellular concrete were bonded together, and obtained vegetation type slag cellular concrete.
The performance perameter of the vegetation type slag cellular concrete of the present embodiment gained, as shown in table 2.
Embodiment 2:
The preparation process of vegetation type slag cellular concrete (thickness is 40mm) is as follows:
1, slag, cement, water reducer, redispersible emulsion, staple fibre and water are joined in stirrer according to corresponding proportioning stir, and be cast in a good die for molding, obtain cellular concrete, watering maintenance 3-7 days.Wherein, the corresponding weight proportion of slag, cement, water reducer, redispersible emulsion and water is as shown in table 1.
2, grass seeds, soil, fertilizer are evenly mixed by weight ratio, obtain mixture; Wherein the corresponding weight proportion of grass seeds, soil and fertilizer is 1: 15: 2.
3, the mixture that step 1 is obtained evenly sprinkles sowing in the hole of cellular concrete of the moulding after maintenance, waters, and after plant grew, root system and basic unit's soil, cellular concrete were bonded together, and obtained vegetation type slag cellular concrete.
The performance perameter of the vegetation type slag cellular concrete of the present embodiment gained, as shown in table 2.
Table 1
Table 2
Embodiment 3:
The vegetation type slag cellular concrete of the present embodiment (thickness is 60mm), the raw material of its cellular concrete and proportioning thereof are: slag consumption 2200kg, cement consumption 350kg, water consumption 82.5kg, polycarboxylate water-reducer consumption 5kg, redispersible emulsion 8.5kg, staple fibre 0.5kg.The vegetation type slag cellular concrete of A adopts the preparation method of the vegetation vegetation form cellular concrete of embodiment 1 to make, and its coefficient of permeability, 28 days ultimate compression strength and folding strength are as shown in table 3; The vegetation type slag cellular concrete of B adopts the method on the cellular concrete that directly the grass seeds mixture is covered moulding to make; The vegetation type slag cellular concrete of C adopts the method for grass seeds mixture as concrete component moulding together with other feed composition of moulding is made.It is as shown in table 4 that the coefficient of permeability of the three kinds of prepared vegetation type slag of different preparation methods cellular concretes of its A, B and C and plant occupy the effect percentage of voids, and presentation of results can be taken into account good permeability rate and plant-growth homogeneity.
Table 3
Table 4
Embodiment 4
The vegetation type slag cellular concrete of the present embodiment (thickness is 80mm), except raw material and the proportioning thereof of vegetation type slag cellular concrete is different from embodiment 1, other preparation processes are identical with embodiment 1.Raw material and the proportioning thereof of the vegetation type slag cellular concrete of the present embodiment are as shown in table 5, and its performance perameter is as shown in table 6.
Embodiment 5
The vegetation type slag cellular concrete of the present embodiment (thickness is 120mm), except raw material and the proportioning thereof of vegetation type slag cellular concrete is different from embodiment 1, other preparation processes are identical with embodiment 1.Raw material and the proportioning thereof of the vegetation type slag cellular concrete of the present embodiment are as shown in table 5, and its performance perameter is as shown in table 6.
Table 5
Table 6
Claims (10)
1. vegetation type slag cellular concrete, formed by the cellular concrete of moulding and the mixture that evenly sprinkles sowing in the cellular concrete hole of described moulding, the raw material of the cellular concrete of described moulding is comprised of slag, cement, water reducer, redispersible emulsion, subsidiary and water;
Wherein, the raw material of the cellular concrete of described moulding and weight proportion thereof, according to the cellular concrete meter of 1 cubic metre of moulding, slag accounts for 1900-2400kg/m
3, cement accounts for 250-350kg/m
3, water reducer accounts for 1.5-10.5kg/m
3, the redispersible emulsion accounts for 1.5-10.5kg/m
3, subsidiary accounts for 0.5-3kg/m
3, water cement ratio is (0.2-0.3): 1;
The described mixture that evenly sprinkles sowing in the cellular concrete hole, its feed composition and parts by weight thereof are counted according to dry weight: grass seeds: 1 weight part, soil: 5-15 weight part, fertilizer: the 2-3 weight part;
Described vegetation type slag cellular concrete, its coefficient of permeability reaches 4.2mm/s, and its 28 days ultimate compression strength reach 30.0MPa, and its 28 days folding strengths reach 5.0MPa.
2. vegetation type slag cellular concrete as claimed in claim 1, is characterized in that, the thickness of the cellular concrete of described moulding is 40-120mm.
3. vegetation type slag cellular concrete as claimed in claim 1, is characterized in that, the particle size range of slag is between 5-40mm; Described cement is 42.5 strength grades.
4. vegetation type slag cellular concrete as claimed in claim 1, is characterized in that, described water reducer is selected from naphthalene water reducer and poly carboxylic acid series water reducer.
5. vegetation type slag cellular concrete as claimed in claim 1, is characterized in that, described redispersible emulsion is that redispersable latex powder adds water formation, and in described redispersible emulsion, the weight proportion of redispersable latex powder and water is 1: (1-5).
6. vegetation type slag cellular concrete as claimed in claim 1, is characterized in that, described subsidiary is selected from staple fibre, and the length of described staple fibre is 35～150mm.
7. vegetation type slag cellular concrete as claimed in claim 1, is characterized in that, described grass seeds is Festuca Arundinacea or Bermuda grass.
8. vegetation type slag cellular concrete as claimed in claim 1, is characterized in that, the water ratio of described soil is no more than 10%.
9. the preparation method of described vegetation type slag cellular concrete as arbitrary in claim 1-8, comprise the steps:
1), slag, cement, water reducer, redispersible emulsion, subsidiary and water are joined in stirrer according to proportioning stir, and be cast in die for molding, obtain the cellular concrete of moulding, then sprinkled water maintenance 3-7 days;
2), grass seeds, soil and fertilizer are evenly obtained mixture after mixing according to proportioning;
3), with step 2) mixture that obtains evenly sprinkles sowing in the hole of cellular concrete of the moulding after maintenance, after watering, forms described vegetation type slag cellular concrete.
Vegetation type slag cellular concrete as claimed in claim 9 on urban road both sides green belt, motorway bank protection slope, highway center isolated area, the application in waterside bank protection band, roof greening band and greening of parking yard band.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110394353.0A CN103130460B (en) | 2011-12-01 | 2011-12-01 | A kind of vegetation type slag celluar concrete and Synthesis and applications thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110394353.0A CN103130460B (en) | 2011-12-01 | 2011-12-01 | A kind of vegetation type slag celluar concrete and Synthesis and applications thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103130460A true CN103130460A (en) | 2013-06-05 |
| CN103130460B CN103130460B (en) | 2015-07-29 |
Family
ID=48490973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110394353.0A Expired - Fee Related CN103130460B (en) | 2011-12-01 | 2011-12-01 | A kind of vegetation type slag celluar concrete and Synthesis and applications thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103130460B (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103951333A (en) * | 2014-04-24 | 2014-07-30 | 宋金博 | Porous concrete prepared from waste road concrete aggregate and preparation process |
| CN104177004A (en) * | 2014-08-11 | 2014-12-03 | 江苏大学 | Vegetation eco-concrete prepared by using vinegar residue and preparation method thereof |
| CN105645855A (en) * | 2014-04-24 | 2016-06-08 | 宋金博 | Production process of recycled porous concrete produced with waste road concrete aggregate |
| CN106186928A (en) * | 2016-07-08 | 2016-12-07 | 王斐芬 | Anticorrosive pervious concrete |
| CN106186927A (en) * | 2016-07-08 | 2016-12-07 | 王斐芬 | A kind of environment friendly pervious property concrete |
| CN106220050A (en) * | 2016-07-08 | 2016-12-14 | 王斐芬 | High-strength permeable fiber concrete |
| CN106396553A (en) * | 2016-08-31 | 2017-02-15 | 盼石（上海）新材料科技股份有限公司 | High color fastness water-permeable concrete and preparation method thereof |
| CN107628792A (en) * | 2017-10-23 | 2018-01-26 | 盐城工学院 | A kind of nickel slag concrete for plant growth slop protection material and preparation method thereof |
| CN107864770A (en) * | 2017-09-21 | 2018-04-03 | 中南林业科技大学 | A kind of vegetation form cellular concrete vegetation implantation methods based on aperture grading |
| CN108178600A (en) * | 2018-01-09 | 2018-06-19 | 辽宁大学 | It is a kind of can quick porous light steel slag concrete of planting and preparation method thereof |
| CN108689497A (en) * | 2018-05-31 | 2018-10-23 | 哈尔滨工业大学 | One kind purifying black and odorous water method based on micro- electric structural module Wetland Substrate and using it |
| CN112010592A (en) * | 2020-08-06 | 2020-12-01 | 于鹏飞 | Plant-growing concrete for slope protection and preparation method thereof |
| CN115448654A (en) * | 2022-09-20 | 2022-12-09 | 福州大学 | Plant-growing concrete for mangrove plant planting |
| CN115974511A (en) * | 2022-12-26 | 2023-04-18 | 南通永诚惠海建设工程有限公司 | Low-alkali plant-growing concrete based on steel slag and preparation method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001025319A (en) * | 1999-07-15 | 2001-01-30 | Hard Giken Kogyo Kk | Cement product enabling growth of plant and method for growing plant by use of the cement product |
| CN1371882A (en) * | 2002-04-16 | 2002-10-02 | 天津市水利科学研究所 | Environmental protection type green vegetation concrete |
| CN101456711A (en) * | 2008-09-28 | 2009-06-17 | 马鞍山钢铁股份有限公司 | Steel slag plant-growing concrete and preparation method thereof |
| CN101955339A (en) * | 2009-07-20 | 2011-01-26 | 黄兆龙 | Plant-growing permeable concrete, blending method and application thereof |
-
2011
- 2011-12-01 CN CN201110394353.0A patent/CN103130460B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001025319A (en) * | 1999-07-15 | 2001-01-30 | Hard Giken Kogyo Kk | Cement product enabling growth of plant and method for growing plant by use of the cement product |
| CN1371882A (en) * | 2002-04-16 | 2002-10-02 | 天津市水利科学研究所 | Environmental protection type green vegetation concrete |
| CN101456711A (en) * | 2008-09-28 | 2009-06-17 | 马鞍山钢铁股份有限公司 | Steel slag plant-growing concrete and preparation method thereof |
| CN101955339A (en) * | 2009-07-20 | 2011-01-26 | 黄兆龙 | Plant-growing permeable concrete, blending method and application thereof |
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105645855B (en) * | 2014-04-24 | 2017-11-03 | 天津大学 | The preparation technology of Recycled aerated concrete prepared by road waste aggregate |
| CN105645855A (en) * | 2014-04-24 | 2016-06-08 | 宋金博 | Production process of recycled porous concrete produced with waste road concrete aggregate |
| CN105801037A (en) * | 2014-04-24 | 2016-07-27 | 宋金博 | Recycled concrete improving performances and strength of porous concrete in national standard |
| CN103951333A (en) * | 2014-04-24 | 2014-07-30 | 宋金博 | Porous concrete prepared from waste road concrete aggregate and preparation process |
| CN104177004A (en) * | 2014-08-11 | 2014-12-03 | 江苏大学 | Vegetation eco-concrete prepared by using vinegar residue and preparation method thereof |
| CN106186928A (en) * | 2016-07-08 | 2016-12-07 | 王斐芬 | Anticorrosive pervious concrete |
| CN106186928B (en) * | 2016-07-08 | 2018-07-17 | 威海市南海新区万和新型建筑材料有限公司 | Anticorrosive pervious concrete |
| CN106186927A (en) * | 2016-07-08 | 2016-12-07 | 王斐芬 | A kind of environment friendly pervious property concrete |
| CN106220050A (en) * | 2016-07-08 | 2016-12-14 | 王斐芬 | High-strength permeable fiber concrete |
| CN106186927B (en) * | 2016-07-08 | 2018-06-01 | 盼石（上海）新材料科技股份有限公司 | A kind of environment friendly pervious property concrete |
| CN106396553A (en) * | 2016-08-31 | 2017-02-15 | 盼石（上海）新材料科技股份有限公司 | High color fastness water-permeable concrete and preparation method thereof |
| CN106396553B (en) * | 2016-08-31 | 2018-06-15 | 盼石（上海）新材料科技股份有限公司 | High color fastness pervious concrete and preparation method thereof |
| CN107864770A (en) * | 2017-09-21 | 2018-04-03 | 中南林业科技大学 | A kind of vegetation form cellular concrete vegetation implantation methods based on aperture grading |
| CN107628792A (en) * | 2017-10-23 | 2018-01-26 | 盐城工学院 | A kind of nickel slag concrete for plant growth slop protection material and preparation method thereof |
| CN108178600A (en) * | 2018-01-09 | 2018-06-19 | 辽宁大学 | It is a kind of can quick porous light steel slag concrete of planting and preparation method thereof |
| CN108689497A (en) * | 2018-05-31 | 2018-10-23 | 哈尔滨工业大学 | One kind purifying black and odorous water method based on micro- electric structural module Wetland Substrate and using it |
| CN112010592A (en) * | 2020-08-06 | 2020-12-01 | 于鹏飞 | Plant-growing concrete for slope protection and preparation method thereof |
| CN115448654A (en) * | 2022-09-20 | 2022-12-09 | 福州大学 | Plant-growing concrete for mangrove plant planting |
| CN115974511A (en) * | 2022-12-26 | 2023-04-18 | 南通永诚惠海建设工程有限公司 | Low-alkali plant-growing concrete based on steel slag and preparation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103130460B (en) | 2015-07-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103130460B (en) | A kind of vegetation type slag celluar concrete and Synthesis and applications thereof | |
| CN101456711B (en) | Preparation method of steel slag plant-growing concrete | |
| CN107021778B (en) | Plant-growing pervious concrete system for realizing sludge recycling treatment and preparation method thereof | |
| CN103362132B (en) | A kind of construction method of cast-in-place greening concrete protective slope | |
| CN108558351A (en) | A kind of low alkali plant-growing concrete building block and preparation method thereof for making aggregate with artificial carbonization slag bead | |
| CN101318795B (en) | Method for preparing vegetation form cellular concrete | |
| CN102010155A (en) | High-strength plant growing type porous concrete and preparation method thereof | |
| CN105272071A (en) | Sponge concrete brick and application thereof | |
| CN101538135A (en) | Vegetation form cellular concrete and method for preparing same | |
| CN101289863A (en) | Ecological slope protection biology bricks and preparation and construction method thereof | |
| CN102060567B (en) | Ecological brick for protecting riverway slope and preparation method thereof | |
| CN102850025A (en) | Method for producing road water permeable brick by using steel slag | |
| CN105294039A (en) | Steel slag vegetation concrete | |
| CN105174862A (en) | Cavernous garden waste concrete | |
| CN106431099A (en) | Water-permeable and air-permeable type ecological concrete and preparation method therefor | |
| CN110407544A (en) | A kind of ecology celluar concrete and the preparation method and application thereof | |
| CN113994865B (en) | Ecological plant-growing gel particle material and raw material screening and preparation method thereof | |
| CN105084838B (en) | Pervious concrete for highway engineering | |
| CN109574595A (en) | A kind of C40 grades of freeze thawing resistance steel slag permeable concrete | |
| CN106045423A (en) | Method for producing prefabricated member of concrete ditch by using coal gangue | |
| CN105906268B (en) | A kind of dredging silt no-firing brick and preparation method thereof | |
| CN106212100B (en) | Slope protection vegetation type asphalt mixture containing planting matrix and preparation method and application thereof | |
| CN107805027A (en) | A kind of copper tailing pervious concrete and preparation method thereof | |
| CN107573149A (en) | A kind of planting technique soil for sponge city | |
| CN109400090B (en) | Environment-friendly road paving block, preparation method thereof and construction waste treatment method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150729 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |