CN114538872B - A mine restoration ecological concrete based on phosphate rock tailings and its preparation method and application - Google Patents
A mine restoration ecological concrete based on phosphate rock tailings and its preparation method and application Download PDFInfo
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- 239000004567 concrete Substances 0.000 title claims abstract description 55
- 239000002367 phosphate rock Substances 0.000 title claims abstract description 28
- 238000002360 preparation method Methods 0.000 title description 7
- 239000010878 waste rock Substances 0.000 claims abstract description 38
- PASHVRUKOFIRIK-UHFFFAOYSA-L calcium sulfate dihydrate Chemical compound O.O.[Ca+2].[O-]S([O-])(=O)=O PASHVRUKOFIRIK-UHFFFAOYSA-L 0.000 claims abstract description 33
- 239000002131 composite material Substances 0.000 claims abstract description 20
- RTZKZFJDLAIYFH-UHFFFAOYSA-N ether Substances CCOCC RTZKZFJDLAIYFH-UHFFFAOYSA-N 0.000 claims abstract description 14
- 239000010440 gypsum Substances 0.000 claims abstract description 14
- 229910052602 gypsum Inorganic materials 0.000 claims abstract description 14
- UFVKGYZPFZQRLF-UHFFFAOYSA-N hydroxypropyl methyl cellulose Chemical class OC1C(O)C(OC)OC(CO)C1OC1C(O)C(O)C(OC2C(C(O)C(OC3C(C(O)C(O)C(CO)O3)O)C(CO)O2)O)C(CO)O1 UFVKGYZPFZQRLF-UHFFFAOYSA-N 0.000 claims abstract description 13
- 238000002156 mixing Methods 0.000 claims abstract description 9
- 239000000843 powder Substances 0.000 claims abstract description 9
- 102000004169 proteins and genes Human genes 0.000 claims abstract description 9
- 108090000623 proteins and genes Proteins 0.000 claims abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 41
- 239000002689 soil Substances 0.000 claims description 35
- 244000025254 Cannabis sativa Species 0.000 claims description 20
- 239000002245 particle Substances 0.000 claims description 18
- 239000003795 chemical substances by application Substances 0.000 claims description 13
- 238000011161 development Methods 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 6
- 102000012422 Collagen Type I Human genes 0.000 claims description 5
- 108010022452 Collagen Type I Proteins 0.000 claims description 5
- 230000008439 repair process Effects 0.000 claims description 5
- 238000003756 stirring Methods 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 4
- 239000002344 surface layer Substances 0.000 claims description 4
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 235000015097 nutrients Nutrition 0.000 claims description 2
- 239000000701 coagulant Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 12
- 239000002699 waste material Substances 0.000 abstract description 6
- 239000000463 material Substances 0.000 abstract description 5
- 229910019142 PO4 Inorganic materials 0.000 abstract description 4
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 abstract description 4
- 239000010452 phosphate Substances 0.000 abstract description 4
- 238000000465 moulding Methods 0.000 abstract description 3
- 239000004575 stone Substances 0.000 abstract description 3
- 239000000654 additive Substances 0.000 abstract 4
- 230000000996 additive effect Effects 0.000 abstract 4
- OJMIONKXNSYLSR-UHFFFAOYSA-N phosphorous acid Chemical compound OP(O)O OJMIONKXNSYLSR-UHFFFAOYSA-N 0.000 abstract 2
- 238000012360 testing method Methods 0.000 description 10
- 230000000052 comparative effect Effects 0.000 description 9
- 150000001875 compounds Chemical class 0.000 description 9
- 244000052363 Cynodon dactylon Species 0.000 description 8
- 238000005065 mining Methods 0.000 description 7
- 229920002401 polyacrylamide Polymers 0.000 description 6
- 239000002002 slurry Substances 0.000 description 6
- 230000018109 developmental process Effects 0.000 description 5
- 230000035784 germination Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 150000002500 ions Chemical class 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000009825 accumulation Methods 0.000 description 3
- 210000000988 bone and bone Anatomy 0.000 description 3
- 239000005038 ethylene vinyl acetate Substances 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 3
- 239000011148 porous material Substances 0.000 description 3
- 238000005096 rolling process Methods 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000002386 leaching Methods 0.000 description 2
- 229910021645 metal ion Inorganic materials 0.000 description 2
- 238000011056 performance test Methods 0.000 description 2
- 239000002686 phosphate fertilizer Substances 0.000 description 2
- 239000002244 precipitate Substances 0.000 description 2
- 125000002924 primary amino group Chemical group [H]N([H])* 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 238000005204 segregation Methods 0.000 description 2
- BHPQYMZQTOCNFJ-UHFFFAOYSA-N Calcium cation Chemical group [Ca+2] BHPQYMZQTOCNFJ-UHFFFAOYSA-N 0.000 description 1
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 229920002153 Hydroxypropyl cellulose Polymers 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229920002678 cellulose Polymers 0.000 description 1
- 239000001913 cellulose Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000013522 chelant Substances 0.000 description 1
- 229910052804 chromium Inorganic materials 0.000 description 1
- 239000011651 chromium Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 239000001863 hydroxypropyl cellulose Substances 0.000 description 1
- 235000010977 hydroxypropyl cellulose Nutrition 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 229920002521 macromolecule Polymers 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 230000002285 radioactive effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 231100000331 toxic Toxicity 0.000 description 1
- 230000002588 toxic effect 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
- C04B28/14—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 calcium sulfate cements
- C04B28/142—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 calcium sulfate cements containing synthetic or waste calcium sulfate cements
- C04B28/143—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 calcium sulfate cements containing synthetic or waste calcium sulfate cements the synthetic calcium sulfate being phosphogypsum
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G20/00—Cultivation of turf, lawn or the like; Apparatus or methods therefor
-
- 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
- C04B38/00—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
- C04B38/0038—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by superficial sintering or bonding of particulate matter
- C04B38/0041—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by superficial sintering or bonding of particulate matter the particulate matter having preselected particle sizes
-
- 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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- 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
- C04B2111/00758—Uses not provided for elsewhere in C04B2111/00 for agri-, sylvi- or piscicultural or cattle-breeding applications
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
-
- 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Ceramic Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Materials Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Organic Chemistry (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Soil Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Environmental Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Processing Of Solid Wastes (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
技术领域technical field
本发明涉及一种生态砼,特别涉及一种基于磷矿尾料的矿山修复生态砼及其制备方法和应用。The invention relates to an ecological concrete, in particular to a mine restoration ecological concrete based on phosphate rock tailings and a preparation method and application thereof.
背景技术Background technique
磷矿一方面作为磷肥生产的主要来源,深深影响着我国农业的发展,目前磷矿中有 90%以上用作磷肥的生产,其尾料处理难度大。另一方面,磷矿又是重要的化工矿物原料,广泛应用于国防、制造等行业中。目前,全国磷矿山开采占用损毁土地约400多万亩,其中正在开采的矿山占用损毁土地约200多万亩,历史遗留矿山占用损毁约200多万亩,矿山修复迫在眉睫。矿山开采过程中会产生大量非经治理而无法使用的土地,又称矿业废弃地,废弃地存在因生产导致的各种污染。矿山修复即对矿业废弃地污染进行修复,实现对被破坏的生态环境的恢复,以及对土地资源的可持续利用。磷矿山修复中面临的问题主要有(1)剥离表土、开采的积岩型磷块岩碎块和低品位矿石堆积而成的废石堆积地;(2)依附磷矿的副产品工业尾料堆积严重,加之地处南部地区雨水充沛,尾料中有毒有害成分易造成二次污染。On the one hand, as the main source of phosphate fertilizer production, phosphate rock deeply affects the development of agriculture in our country. At present, more than 90% of phosphate rock is used for the production of phosphate fertilizer, and the tailings are difficult to deal with. On the other hand, phosphate rock is an important chemical mineral raw material, widely used in national defense, manufacturing and other industries. At present, more than 4 million mu of land is occupied and damaged by phosphate mine mining, of which more than 2 million mu is occupied by mines under mining, and more than 2 million mu is occupied by historical mines. Mine restoration is imminent. During the mining process, a large amount of unusable land will be produced without treatment, also known as mining waste land, where there are various pollutions caused by production. Mine restoration refers to the restoration of the pollution of mining wasteland, the restoration of the damaged ecological environment, and the sustainable use of land resources. The problems faced in the restoration of phosphate mines mainly include (1) waste rock accumulation land formed by stripping topsoil, mining rock-type phosphate rock fragments and low-grade ore accumulation; (2) industrial tailings attached to phosphate rock The accumulation is serious, coupled with the abundant rainfall in the southern region, the toxic and harmful components in the tailings are likely to cause secondary pollution.
磷矿尾料主要是次生尾料磷石膏和直接尾料废矿石。磷石膏硬化迅速,流动性及粘度都较普通水泥差,作为胶凝材料施工性能差。磷矿尾料中废矿石级配不固定,形成的天然孔隙率不高,自然条件下含粉量较高,用于生态砼的制备,其中的固体不溶物混入浆体易导致流挂与分层现象,造成生态砼质量不稳定、孔隙率低、山体护坡成型后开裂等问题。Phosphate rock tailings are mainly secondary tailings phosphogypsum and direct tailings waste ore. Phosphogypsum hardens rapidly, its fluidity and viscosity are worse than ordinary cement, and its construction performance as a cementitious material is poor. The gradation of the waste ore in the phosphate rock tailings is not fixed, and the natural porosity formed is not high. Layer phenomenon, resulting in unstable quality of ecological concrete, low porosity, cracking after formation of mountain slope protection and other problems.
发明内容Contents of the invention
发明目的:本发明旨在提供一种基于磷矿尾料的矿山修复生态砼,本发明的另一目的是提供该生态砼的制备方法和应用。Purpose of the invention: the present invention aims to provide a mine restoration ecological concrete based on phosphate rock tailings, and another purpose of the present invention is to provide the preparation method and application of the ecological concrete.
技术方案:本发明的基于磷矿尾料的植被混凝土,所述植被混凝土按重量份包括磷石膏0.40~0.45份和废石骨料2.0~2.2份,还包括复合专用外加剂,所述复合专用外加剂包含改性羟丙基甲基纤维素醚、石膏类蛋白缓凝剂与可再分散胶粉。Technical solution: the vegetation concrete based on phosphate ore tailings of the present invention, the vegetation concrete includes 0.40-0.45 parts of phosphogypsum and 2.0-2.2 parts of waste rock aggregate in parts by weight, and also includes a compound special admixture, and the compound special Admixtures include modified hydroxypropyl methylcellulose ether, gypsum protein retarder and redispersible rubber powder.
其中,复合专用外加剂中改性羟丙基甲基纤维素醚具有分散作用,此外相对于未改性的羟丙基甲基纤维素醚具有多氨基支链结构。钙离子等其他少量的金属离子与石膏类蛋白缓凝剂形成螯合物会生成絮状沉淀,该沉淀中金属离子与改性羟丙基甲基纤维素醚的氨基支链进一步络合,在多氨基支链的情况下,改性羟丙基甲基纤维素醚-金属离子- 石膏类蛋白类缓凝剂形成有效的梳状网格,包裹于粉状磷石膏表面,进一步降低磷石膏水化反应速率,增加浆体粘度,便于后期骨架孔隙的体系构建,多余氨基支链进一步与磷石膏中的铬、铅等重金属及少量放射性离子螯合,起到固化作用。改性羟丙基纤维素醚聚合物购买于徐州沪荣新材料科技有限公司,商品型号ZJ0683,商品名称改性纤维素。可再分散胶粉的作用是减少大分子间作用力,辅助悬浮保水。Among them, the modified hydroxypropyl methylcellulose ether in the compound special admixture has a dispersing effect, and has a polyamino branched chain structure compared to the unmodified hydroxypropyl methylcellulose ether. A small amount of metal ions such as calcium ions form a chelate with the gypsum protein retarder to form a flocculent precipitate. In this precipitate, the metal ion is further complexed with the amino branch of the modified hydroxypropyl methylcellulose ether. In the case of polyamino branched chains, the modified hydroxypropyl methylcellulose ether-metal ion-gypsum protein retarder forms an effective comb-like network, which wraps on the surface of powdery phosphogypsum to further reduce the water content of phosphogypsum. The chemical reaction rate is increased, the viscosity of the slurry is increased, and it is convenient for the construction of the skeleton pore system in the later stage. The redundant amino branch chains are further chelated with heavy metals such as chromium and lead in phosphogypsum and a small amount of radioactive ions to play a curing role. The modified hydroxypropyl cellulose ether polymer was purchased from Xuzhou Hurong New Material Technology Co., Ltd., product model ZJ0683, product name modified cellulose. The function of redispersible rubber powder is to reduce the force between macromolecules and assist in suspension and water retention.
优选的,复合外加剂以重量份计,含改性羟丙基甲基纤维素醚65~68份、石膏类蛋白缓凝剂质量分数18~20份和可再分散胶粉14~16份;其掺量为磷石膏和废石骨料总质量的0.02%~0.04%。复合外加剂的掺量过少导致浆体离析严重,磷石膏浆体流挂、开裂,掺量过多,粘度过大,实际操作导致二次加水,严重影响质量。Preferably, the composite admixture contains 65-68 parts of modified hydroxypropyl methylcellulose ether, 18-20 parts of gypsum protein retarder and 14-16 parts of redispersible rubber powder in parts by weight; The dosage thereof is 0.02% to 0.04% of the total mass of phosphogypsum and waste rock aggregate. If the amount of compound admixture is too small, the slurry will segregate seriously, and the phosphogypsum slurry will sag and crack. If the amount is too high, the viscosity will be too high. The actual operation will lead to secondary water addition, which will seriously affect the quality.
优选的,石膏类蛋白缓凝剂为I型胶原蛋白缓凝剂。Preferably, the gypsum protein retarder is type I collagen retarder.
优选的,废石骨料的粒径为20~25mm。选取矿山修复地的废石,进行初步碾压,使其最大粒径为25mm,筛分出20~25mm粒径的骨料作为混凝土骨料,剩余的20mm 以下的骨料进行二次碾压,使其粒径小于5mm,与施工地区的自然土混合作为砂砾土,用于植被种植。Preferably, the particle size of the waste rock aggregate is 20-25 mm. Select the waste rocks from the mine restoration site and carry out preliminary rolling to make the maximum particle size 25mm, screen out aggregates with a particle size of 20-25mm as concrete aggregates, and carry out secondary rolling for the remaining aggregates below 20mm. Make the particle size less than 5mm, and mix it with the natural soil in the construction area as gravel soil for vegetation planting.
本发明的基于磷矿尾料的矿山修复生态砼的制备方法:将磷石膏与复合专用外加剂加水拌和后,加入废石骨料搅拌至均匀,水的加入量为磷石膏质量的20%~30%。拌合水过多将导致浆体离析,前期胶结力不够,后期成型开裂,成型后矿山修复护坡滑坡现象产生;拌合水加入不足,将导致前期拌合不均匀,强度不均匀,且后期反碱返潮,植被发育不良,生态砼后期强度降低等问题。The preparation method of ecological concrete for mine restoration based on phosphate rock tailings of the present invention: after mixing phosphogypsum and compound special admixture with water, add waste rock aggregate and stir until uniform, the amount of water added is 20% to 20% of the mass of phosphogypsum 30%. Too much mixing water will lead to slurry segregation, insufficient cementing force in the early stage, cracking in the later stage, and landslide phenomenon in mine repair slope protection after forming; insufficient mixing water will lead to uneven mixing and uneven strength in the early stage, and reverse reaction in the later stage. Alkali dampness, poor growth of vegetation, and lower strength of ecological concrete in the later stage.
本发明的基于磷矿尾料的矿山修复生态砼在矿山修复中的应用。Application of the ecological concrete for mine restoration based on phosphate rock tailings of the present invention in mine restoration.
所述基于磷矿尾料的矿山修复生态砼在矿山修复中的应用,包括如下步骤:The application of the mine restoration ecological concrete based on phosphate rock tailings in mine restoration includes the following steps:
(1)修整坡面,清除坡面表面层覆土及部分强风化表层;(1) Repair the slope surface, remove the surface layer of the slope surface and part of the strong weathered surface layer;
(2)摊铺生态砼,成型后养护至生态砼中石膏硬化;(2) Pave the ecological concrete, and maintain it until the gypsum in the ecological concrete is hardened after forming;
(3)撒布砂砾土,洒水下渗;撒布草籽和保水剂的混合物,洒水下渗;继续撒布砂砾土,洒水下渗;(3) Spread gravel soil, sprinkle water to infiltrate; spread the mixture of grass seeds and water retaining agent, sprinkle water to infiltrate; continue to spread gravel soil, sprinkle water to infiltrate;
(4)覆膜养护至出芽。(4) Cover and maintain until sprouting.
优选的,步骤(3)中,砂砾土、草籽和保水剂按重量份,砂砾土0.7~0.9份,草籽0.03~0.08份,保水剂0.0005~0.0008份。其中砂砾土由粒径小于5mm的废石砂砾和施工当地自然土组成,质量比为1:0.4~0.45;草籽为包衣耐旱草籽,包衣中含有草籽前期发育所需要的可溶性营养物质;保水剂具有锁水和防止水土流失的作用。Preferably, in step (3), the gravel soil, grass seeds and water-retaining agent are in parts by weight, 0.7-0.9 part of gravel soil, 0.03-0.08 part of grass seed, and 0.0005-0.0008 part of water-retaining agent. Among them, the gravel soil is composed of waste rock and gravel with a particle size of less than 5mm and the natural soil of the construction site, with a mass ratio of 1:0.4 to 0.45; the grass seeds are coated drought-resistant grass seeds, and the coating contains the soluble substances required for the early development of the grass seeds. Nutrients; water-retaining agent has the function of locking water and preventing soil erosion.
有益效果:与现有技术相比,本发明具有如下显著优点:(1)该矿山修复生态砼充分利用了磷尾矿中的磷石膏与废石,通过加入复合外加剂解决了磷石膏与废石骨料直接用于生态砼施工性能差,成型后质量差、孔隙率低的问题;(2)通过调整复合外加剂中各组分的配比以及掺量,使生态砼抗压能力和孔隙率满足矿山修复的要求;(3)就地取材,既处理了磷矿尾料又修复了矿山地区的生态环境,将尾料处理与生态治理有机结合,充分调动企业能动性,在降低企业处理尾料成本的同时,恢复矿山原有地貌,从而真正意义上达到“谁修复、谁受益”目标。Beneficial effects: Compared with the prior art, the present invention has the following significant advantages: (1) The mine restoration ecological concrete fully utilizes the phosphogypsum and waste rock in the phosphorus tailings, and solves the problem of phosphogypsum and waste rock by adding a composite admixture. Stone aggregate is directly used for the problems of poor construction performance of ecological concrete, poor quality after molding, and low porosity; (2) By adjusting the ratio and dosage of each component in the composite admixture, the ecological concrete’s compressive capacity and porosity The rate meets the requirements of mine restoration; (3) Local materials are used to treat the tailings of phosphate rock and restore the ecological environment in the mining area. The organic combination of tailings treatment and ecological governance fully mobilizes the initiative of the enterprise and reduces the tailings of the enterprise. While reducing the cost of materials, restore the original landform of the mine, so as to truly achieve the goal of "whoever repairs it, who benefits".
具体实施方式Detailed ways
下面对本发明的技术方案作进一步说明。The technical solution of the present invention will be further described below.
实施例1Example 1
本发明的基于磷矿尾料的矿山修复生态砼,按重量份包括磷石膏0.40份和废石骨料 2.0份,复合外加剂的掺量为磷石膏和废石骨料质量的0.02%。其中,复合外加剂按重量份计,含改性羟丙基甲基纤维素醚65份、I型胶原蛋白缓凝剂质量分数18份和乙烯-醋酸乙烯共聚物(可再分散胶粉)14份;废石骨料源于矿山修复地的废石,选取矿山修复地的废石,进行初步碾压,使其最大粒径为25mm,筛分出20~25mm粒径的骨料作为混凝土骨料,剩余的20mm以下的骨料进行二次碾压,使其粒径小于5mm,与施工地区的自然土混合作为砂砾土,用于植被种植。The ecological concrete for mine restoration based on phosphate rock tailings of the present invention comprises 0.40 parts of phosphogypsum and 2.0 parts of waste rock aggregate in parts by weight, and the dosage of the composite admixture is 0.02% of the mass of the phosphogypsum and waste rock aggregate. Among them, the composite admixture contains 65 parts by weight of modified hydroxypropyl methylcellulose ether, 18 parts by mass fraction of type I collagen retarder and 14 parts by ethylene-vinyl acetate copolymer (redispersible rubber powder) The waste rock aggregate is from the waste rock in the mine restoration site, and the waste rock in the mine restoration site is selected for preliminary rolling, so that the maximum particle size is 25mm, and the aggregate with a particle size of 20-25mm is screened out as the concrete bone. The remaining aggregate below 20mm will be rolled twice to make the particle size less than 5mm, and mixed with the natural soil in the construction area as gravel soil for vegetation planting.
制备方法:将磷石膏与复合专用外加剂加水拌和后,加入废石骨料搅拌至均匀,水的加入量为磷石膏质量的20%。Preparation method: After mixing phosphogypsum and compound special admixture with water, add waste rock aggregate and stir until uniform, the amount of water added is 20% of the mass of phosphogypsum.
应用:application:
(1)实验室直接将生态砼摊铺在磨具里,成型后养护27天,生态砼中石膏硬化;(1) The laboratory directly spreads the ecological concrete in the mold, and maintains it for 27 days after forming, and the gypsum in the ecological concrete hardens;
(2)撒布砂砾土,厚度10mm,洒水下渗;撒布包衣狗牙根草籽和离子型聚丙烯酰胺(保水剂)的混合物,洒水下渗;继续撒布砂砾土,厚度10mm,洒水下渗;(2) Sprinkle gravel soil with a thickness of 10mm, and infiltrate with water; spread the mixture of coated Bermudagrass seeds and ionic polyacrylamide (water-retaining agent), and infiltrate with water; continue to spread gravel soil with a thickness of 10mm, and infiltrate with water;
(3)覆膜养护60天后出芽;(3) Sprout after 60 days of film-covering maintenance;
其中,按重量份计,砂砾土0.7份,包衣狗牙根草籽0.03份,离子型聚丙烯酰胺(保水剂)0.0005份;砂砾土由粒径小于5mm的废石砂砾和施工当地自然土以质量比为1: 0.4混合得到。Wherein, by weight, 0.7 part of gravel soil, 0.03 part of coating bermudagrass seed, 0.0005 part of ionic polyacrylamide (water retaining agent); The mass ratio is 1: 0.4 to mix.
实施例2Example 2
本发明的基于磷矿尾料的矿山修复生态砼,按重量份包括磷石膏0.43份和废石骨料 2.2份,复合外加剂的掺量为磷石膏和废石骨料质量的0.03%。其中,复合外加剂按重量份计,含改性羟丙基甲基纤维素醚66份、I型胶原蛋白缓凝剂质量分数19.4份和乙烯-醋酸乙烯共聚物(可再分散胶粉)14.6份;废石骨料源于矿山修复地的废石,将矿山修复地的废石,进行初步碾压,使其最大粒径为25mm,筛分出20~25mm粒径的骨料作为混凝土骨料,剩余的20mm以下的骨料进行二次碾压,使其粒径小于5mm,与施工地区的自然土混合作为砂砾土,用于植被种植。The mine restoration ecological concrete based on phosphate rock tailings of the present invention comprises 0.43 parts of phosphogypsum and 2.2 parts of waste rock aggregate in parts by weight, and the dosage of the composite admixture is 0.03% of the mass of the phosphogypsum and waste rock aggregate. Among them, the composite admixture contains 66 parts by weight of modified hydroxypropyl methylcellulose ether, 19.4 parts by mass fraction of type I collagen retarder and 14.6 parts by ethylene-vinyl acetate copolymer (redispersible rubber powder). The waste rock aggregate is from the waste rock in the mine restoration site, and the waste rock in the mine restoration site is preliminarily rolled so that the maximum particle size is 25mm, and the aggregate with a particle size of 20-25mm is screened out as the concrete bone. The remaining aggregate below 20mm will be rolled twice to make the particle size less than 5mm, and mixed with the natural soil in the construction area as gravel soil for vegetation planting.
制备方法:将磷石膏与复合专用外加剂加水拌和后,加入废石骨料搅拌至均匀,水的加入量为磷石膏质量的25%。Preparation method: After mixing phosphogypsum and compound special admixture with water, add waste rock aggregate and stir until uniform, the amount of water added is 25% of the mass of phosphogypsum.
应用:application:
(1)实验室直接将生态砼摊铺在磨具里,成型后养护27天,生态砼中石膏硬化;(1) The laboratory directly spreads the ecological concrete in the mold, and maintains it for 27 days after forming, and the gypsum in the ecological concrete hardens;
(2)撒布砂砾土,厚度10mm,洒水下渗;撒布狗牙根包衣草籽和离子型聚丙烯酰胺(保水剂)的混合物,洒水下渗;继续撒布砂砾土,厚度10mm,洒水下渗;(2) Sprinkle gravel soil with a thickness of 10mm, sprinkle water to infiltrate; spread the mixture of Bermudagrass coated grass seeds and ionic polyacrylamide (water retaining agent), sprinkle water to infiltrate; continue to spread gravel soil, thickness 10mm, sprinkle water to infiltrate;
(3)覆膜养护60天后出芽;(3) Sprout after 60 days of film-covering maintenance;
其中,按重量份计,砂砾土0.87份,狗牙根包衣草籽0.05份,离子型聚丙烯酰胺(保水剂)0.0007份;砂砾土由粒径小于5mm的废石砂砾和施工当地自然土以质量比为1:0.4混合得到。Wherein, by weight, 0.87 parts of gravel soil, 0.05 part of bermudagrass coated grass seed, 0.0007 part of ionic polyacrylamide (water-retaining agent); gravel soil consists of waste rock gravel and construction local natural soil with a particle size less than 5mm. The mass ratio is 1:0.4 mixed.
实施例3Example 3
本发明的基于磷矿尾料的矿山修复生态砼,按重量份包括磷石膏0.45份和废石骨料 2.2份,复合外加剂的掺量为磷石膏和废石骨料质量的0.04%。其中,复合外加剂按重量份计,含改性羟丙基甲基纤维素醚68份、I型胶原蛋白缓凝剂质量分数20份和乙烯-醋酸乙烯共聚物(可再分散胶粉)16份;废石骨料源于矿山修复地的废石,将矿山修复地的废石,进行初步碾压,使其最大粒径为25mm,筛分出20~25mm粒径的骨料作为混凝土骨料,剩余的20mm以下的骨料进行二次碾压,使其粒径小于5mm,与施工地区的自然土混合作为砂砾土,用于植被种植。The ecological concrete for mine restoration based on phosphate rock tailings of the present invention comprises 0.45 parts of phosphogypsum and 2.2 parts of waste rock aggregate in parts by weight, and the dosage of the composite admixture is 0.04% of the mass of the phosphogypsum and waste rock aggregate. Among them, the composite admixture contains 68 parts by weight of modified hydroxypropyl methylcellulose ether, 20 parts by mass fraction of type I collagen retarder and 16 parts by weight of ethylene-vinyl acetate copolymer (redispersible rubber powder). The waste rock aggregate is from the waste rock in the mine restoration site, and the waste rock in the mine restoration site is preliminarily rolled so that the maximum particle size is 25mm, and the aggregate with a particle size of 20-25mm is screened out as the concrete bone. The remaining aggregate below 20mm will be rolled twice to make the particle size less than 5mm, and mixed with the natural soil in the construction area as gravel soil for vegetation planting.
制备方法:将磷石膏与复合专用外加剂加水拌和后,加入废石骨料搅拌至均匀,水的加入量为磷石膏质量的30%。Preparation method: After mixing phosphogypsum and compound special admixture with water, add waste rock aggregate and stir until uniform, the amount of water added is 30% of the mass of phosphogypsum.
应用:application:
(1)实验室直接将生态砼摊铺在磨具里,成型后养护27天,生态砼中石膏硬化;(1) The laboratory directly spreads the ecological concrete in the mold, and maintains it for 27 days after forming, and the gypsum in the ecological concrete hardens;
(2)撒布砂砾土,厚度10mm,洒水下渗;撒布狗牙根包衣草籽和离子型聚丙烯酰胺(保水剂)的混合物,洒水下渗;继续撒布砂砾土,厚度10mm,洒水下渗;(2) Sprinkle gravel soil with a thickness of 10mm, sprinkle water to infiltrate; spread the mixture of Bermudagrass coated grass seeds and ionic polyacrylamide (water retaining agent), sprinkle water to infiltrate; continue to spread gravel soil, thickness 10mm, sprinkle water to infiltrate;
(3)覆膜养护60天后出芽;(3) Sprout after 60 days of film-covering maintenance;
其中,按重量份计,砂砾土0.9份,狗牙根包衣草籽0.08份,离子型聚丙烯酰胺(保水剂)0.0008份;砂砾土由粒径小于5mm的废石砂砾和施工当地自然土以质量比为1: 0.45混合得到。Wherein, by weight, 0.9 part of gravel soil, 0.08 part of bermudagrass coated grass seed, 0.0008 part of ionic polyacrylamide (water-retaining agent); gravel soil consists of waste rock gravel less than 5mm in particle size and construction local natural soil The mass ratio is 1: 0.45 mixed.
对比例1Comparative example 1
在实施例2的基础上,不加复合外加剂,其他条件不变。On the basis of Example 2, no compound admixture is added, and other conditions remain unchanged.
对比例2Comparative example 2
在实施例2的基础上,调整复合外加剂的加入量为磷石膏和废石骨料质量的0.01%。On the basis of Example 2, the added amount of the composite admixture was adjusted to be 0.01% of the mass of phosphogypsum and waste rock aggregate.
对比例3Comparative example 3
在实施例2的基础上,调整复合外加剂的加入量为磷石膏和废石骨料质量的0.06%。On the basis of Example 2, the added amount of the composite admixture was adjusted to be 0.06% of the mass of phosphogypsum and waste rock aggregate.
性能测试Performance Testing
(1)对实施例1-3以及对比例1-3的生态砼的抗压能力和孔隙率进行测试。采用无侧限抗压强度测试生态砼抗压能力,测试仪器单轴压力机。采用排水法测试生态砼孔隙率,已知原水体体积V水,以及完全浸水后试样体积V总,两者差值为骨架混凝土体积与非联通孔体积和,除以试件模具体积15*15*15,测得孔隙率。(1) The compressive capacity and porosity of the ecological concrete of Examples 1-3 and Comparative Examples 1-3 were tested. The unconfined compressive strength is used to test the compressive capacity of ecological concrete, and the test instrument is a uniaxial press. The porosity of ecological concrete is tested by the drainage method. The volume of the original water body V water and the volume of the sample after complete immersion V total are known. The difference between the two is the sum of the volume of the skeleton concrete and the volume of the non-connected pores, divided by the volume of the specimen mold 15* 15*15, measured porosity.
测试结果见表1。The test results are shown in Table 1.
表1生态砼性能测试结果Table 1 Ecological concrete performance test results
(2)种植测试为节间环境测试(在实验室模拟矿山修复工程环境),在矿山修复生态砼中进行种植实验,得到出芽时间,相对值为试验结果与在普通土壤中种植所测得的成草高度、根系深度的比值,并对生态砼浸出水体的pH和电导率CT值进行测试,测试结果见表2。(2) The planting test is an internode environmental test (simulating the mine restoration engineering environment in the laboratory). The planting experiment is carried out in the mine restoration ecological concrete, and the germination time is obtained. The relative value is the test result and that measured by planting in ordinary soil. The ratio of the height of the grass to the depth of the root system, and the pH and conductivity CT value of the ecological concrete leaching water were tested. The test results are shown in Table 2.
表2矿山修复生态砼植生性能测试Table 2 Vegetative performance test of ecological concrete for mine restoration
由表1可知,实施例1~3的生态砼抗压能力满足矿山表面崩解风化导致的地质灾害问题,可稳定矿山开挖面,孔隙率增加提高了后期植被发育所需的土壤与发育空间,连通的孔隙使得后期植物根系可蔓延至生态砼下方,使得矿山修复护坡与开挖面形成整体受力,增加护坡可靠性。实施例1表现最佳,抗压能力与成孔性能均达到最佳。对比例 1没有加复合外加剂,对比例2复合外加剂的加入量较少,两者都表现出严重离析,浆体很难有效悬浮胶凝物质,最终成型后抗压能力和孔隙率都较差,无法应用。对比例3 由于掺量过高,导致浆体粘度过高,很难拌合,施工应用性不强。It can be seen from Table 1 that the compressive capacity of the ecological concrete in Examples 1-3 meets the geological disasters caused by the disintegration and weathering of the mine surface, can stabilize the mine excavation surface, and the increase in porosity improves the soil and development space required for later vegetation development. , The connected pores allow the plant root system to spread to the bottom of the ecological concrete in the later stage, so that the slope protection of the mine repair and the excavation surface form an overall force, and the reliability of the slope protection is increased. Example 1 performed the best, with the best compression resistance and pore-forming performance. Comparative example 1 did not add composite admixture, and comparative example 2 added a small amount of composite admixture, both of which showed severe segregation, and it was difficult for the slurry to effectively suspend the gelled substance, and the compressive capacity and porosity after final molding were relatively low. Poor, cannot be applied. Comparative Example 3 Due to the high dosage, the viscosity of the slurry is too high, it is difficult to mix, and the construction applicability is not strong.
由表2可知,实施例1~3狗牙草籽的出芽时间、出芽率、相对成草高度、根系深度均表现较好;通过浸出试验测得的水体酸碱度和电导率CT值,实施例1~3水体pH适合草籽生长发育,反应离子浓度的电导率低意味着磷矿尾料中的大部分污染离子被固化,满足矿山修复中植被层修复的目的;其中实施例1的效果最佳。对比例1和2狗牙草籽的出芽时间长,且出芽率极低,相对成草高度和根系深度都极低,种植效果差;浸出水体偏碱性,电导率高说明磷尾矿中的污染离子没有被固化,没有达到生态修复的效果。对比例3生态砼无法成型,无法进行植生试验。As can be seen from Table 2, the germination time, germination rate, relative grass height, and root system depth of Examples 1 to 3 Bermudagrass seeds all performed well; the water body pH and conductivity CT values measured by the leaching test were the same as in Example 1. ~3 pH of the water body is suitable for the growth and development of grass seeds, and the low conductivity of the reactive ion concentration means that most of the polluting ions in the phosphate rock tailings are solidified, which meets the purpose of vegetation restoration in mine restoration; the effect of Example 1 is the best . The germination time of Bermudagrass seeds in comparative examples 1 and 2 is long, and the germination rate is extremely low, the relative grass height and root system depth are all extremely low, and the planting effect is poor; Pollution ions have not been solidified, and the effect of ecological restoration has not been achieved. The ecological concrete of comparative example 3 could not be molded, and the vegetation test could not be carried out.
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WO2017179048A1 (en) * | 2016-04-14 | 2017-10-19 | Dejorno Shlomi | Composite material comprising phosphogypsum |
CN107140890A (en) * | 2017-06-12 | 2017-09-08 | 刘忠元 | A kind of concrete for plant growth and its construction method |
CN110521503B (en) * | 2019-08-07 | 2021-09-17 | 叶建军 | Wet-spraying vegetation concrete ecological slope protection technology |
CN111018418B (en) * | 2019-12-17 | 2021-10-08 | 湖北尧治河化工股份有限公司 | Method for recycling waste phosphorite on site |
CN111825406A (en) * | 2020-07-29 | 2020-10-27 | 瓮福化工科技有限公司 | Phosphogypsum-based self-leveling mortar |
CN112250359A (en) * | 2020-10-21 | 2021-01-22 | 宜昌乐德兴商品砼有限责任公司 | Vegetation concrete prepared from phosphate tailings and phosphate slag and method |
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