CN110482995A - A kind of fluidized bed combustion coal ash/slag-flyash compounding environment-friendly type is come to nothing injecting paste material and its preparation method and application - Google Patents
A kind of fluidized bed combustion coal ash/slag-flyash compounding environment-friendly type is come to nothing injecting paste material and its preparation method and application Download PDFInfo
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- CN110482995A CN110482995A CN201910711658.6A CN201910711658A CN110482995A CN 110482995 A CN110482995 A CN 110482995A CN 201910711658 A CN201910711658 A CN 201910711658A CN 110482995 A CN110482995 A CN 110482995A
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- 239000000463 material Substances 0.000 title claims abstract description 78
- 239000010881 fly ash Substances 0.000 title claims abstract description 64
- 239000010883 coal ash Substances 0.000 title claims description 4
- 238000002360 preparation method Methods 0.000 title abstract description 15
- 238000002485 combustion reaction Methods 0.000 title description 3
- 238000013329 compounding Methods 0.000 title description 2
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 55
- 239000002956 ash Substances 0.000 claims abstract description 45
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 32
- 239000002131 composite material Substances 0.000 claims abstract description 31
- 239000002893 slag Substances 0.000 claims abstract description 27
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 16
- 239000013530 defoamer Substances 0.000 claims abstract description 14
- 238000013022 venting Methods 0.000 claims abstract description 12
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims description 45
- 238000003756 stirring Methods 0.000 claims description 20
- 239000000203 mixture Substances 0.000 claims description 18
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 claims description 15
- 239000000920 calcium hydroxide Substances 0.000 claims description 15
- 235000011116 calcium hydroxide Nutrition 0.000 claims description 15
- 229910001861 calcium hydroxide Inorganic materials 0.000 claims description 15
- 235000019353 potassium silicate Nutrition 0.000 claims description 15
- 235000011121 sodium hydroxide Nutrition 0.000 claims description 15
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 15
- 239000011398 Portland cement Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 14
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Inorganic materials [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 claims description 11
- ZOMBKNNSYQHRCA-UHFFFAOYSA-J calcium sulfate hemihydrate Chemical compound O.[Ca+2].[Ca+2].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O ZOMBKNNSYQHRCA-UHFFFAOYSA-J 0.000 claims description 10
- 238000010276 construction Methods 0.000 claims description 10
- 239000011507 gypsum plaster Substances 0.000 claims description 10
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 claims description 8
- 230000004913 activation Effects 0.000 claims description 8
- VSCWAEJMTAWNJL-UHFFFAOYSA-K aluminium trichloride Chemical compound Cl[Al](Cl)Cl VSCWAEJMTAWNJL-UHFFFAOYSA-K 0.000 claims description 8
- KWGKDLIKAYFUFQ-UHFFFAOYSA-M lithium chloride Chemical compound [Li+].[Cl-] KWGKDLIKAYFUFQ-UHFFFAOYSA-M 0.000 claims description 6
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 5
- 229920000570 polyether Polymers 0.000 claims description 5
- 239000000843 powder Substances 0.000 claims description 5
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 claims description 4
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical group [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 claims description 4
- 229920001732 Lignosulfonate Polymers 0.000 claims description 4
- 239000002253 acid Substances 0.000 claims description 4
- 239000012752 auxiliary agent Substances 0.000 claims description 4
- 239000011575 calcium Substances 0.000 claims description 4
- 229910052791 calcium Inorganic materials 0.000 claims description 4
- 239000001110 calcium chloride Substances 0.000 claims description 4
- 229910001628 calcium chloride Inorganic materials 0.000 claims description 4
- 239000000292 calcium oxide Substances 0.000 claims description 4
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 claims description 4
- 229920000642 polymer Polymers 0.000 claims description 4
- 230000008569 process Effects 0.000 claims description 4
- 238000007873 sieving Methods 0.000 claims description 4
- 239000011780 sodium chloride Substances 0.000 claims description 4
- 239000004721 Polyphenylene oxide Substances 0.000 claims description 3
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 claims description 3
- UFLSLGGVXPPUDQ-UHFFFAOYSA-N dicalcium oxygen(2-) Chemical compound [O--].[O--].[Ca++].[Ca++] UFLSLGGVXPPUDQ-UHFFFAOYSA-N 0.000 claims description 3
- NVVZQXQBYZPMLJ-UHFFFAOYSA-N formaldehyde;naphthalene-1-sulfonic acid Chemical compound O=C.C1=CC=C2C(S(=O)(=O)O)=CC=CC2=C1 NVVZQXQBYZPMLJ-UHFFFAOYSA-N 0.000 claims description 3
- 238000000227 grinding Methods 0.000 claims description 3
- 239000002480 mineral oil Substances 0.000 claims description 3
- 238000012216 screening Methods 0.000 claims description 3
- LYWVNPSVLAFTFX-UHFFFAOYSA-N 4-methylbenzenesulfonate;morpholin-4-ium Chemical compound C1COCCN1.CC1=CC=C(S(O)(=O)=O)C=C1 LYWVNPSVLAFTFX-UHFFFAOYSA-N 0.000 claims description 2
- 239000002518 antifoaming agent Substances 0.000 claims description 2
- 238000010438 heat treatment Methods 0.000 claims description 2
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 claims 1
- 150000007513 acids Chemical class 0.000 claims 1
- 150000001298 alcohols Chemical class 0.000 claims 1
- 235000010446 mineral oil Nutrition 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 239000011593 sulfur Substances 0.000 claims 1
- 229910052717 sulfur Inorganic materials 0.000 claims 1
- 238000005303 weighing Methods 0.000 claims 1
- 239000004568 cement Substances 0.000 abstract description 11
- 239000002910 solid waste Substances 0.000 abstract description 10
- 230000008901 benefit Effects 0.000 abstract description 8
- 238000001035 drying Methods 0.000 abstract description 5
- 230000007613 environmental effect Effects 0.000 abstract description 5
- 238000011161 development Methods 0.000 abstract description 2
- 238000001994 activation Methods 0.000 description 7
- 230000000052 comparative effect Effects 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000002156 mixing Methods 0.000 description 5
- 239000011800 void material Substances 0.000 description 5
- 239000002585 base Substances 0.000 description 4
- 201000010099 disease Diseases 0.000 description 4
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 239000003245 coal Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 150000002191 fatty alcohols Chemical class 0.000 description 3
- 238000011049 filling Methods 0.000 description 3
- 239000011159 matrix material Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 229910052796 boron Inorganic materials 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 239000010440 gypsum Substances 0.000 description 2
- 229910052602 gypsum Inorganic materials 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 229920005862 polyol Polymers 0.000 description 2
- 150000003077 polyols Chemical class 0.000 description 2
- 229920001296 polysiloxane Polymers 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 230000002195 synergetic effect Effects 0.000 description 2
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 1
- ZOXJGFHDIHLPTG-UHFFFAOYSA-N Boron Chemical compound [B] ZOXJGFHDIHLPTG-UHFFFAOYSA-N 0.000 description 1
- 239000004593 Epoxy Substances 0.000 description 1
- 206010039203 Road traffic accident Diseases 0.000 description 1
- 229910004298 SiO 2 Inorganic materials 0.000 description 1
- 239000004115 Sodium Silicate Substances 0.000 description 1
- 230000002745 absorbent Effects 0.000 description 1
- 239000002250 absorbent Substances 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000005284 excitation Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N iron oxide Inorganic materials [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 1
- 239000012948 isocyanate Substances 0.000 description 1
- 150000002513 isocyanates Chemical class 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000003607 modifier Substances 0.000 description 1
- 239000002114 nanocomposite Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920001228 polyisocyanate Polymers 0.000 description 1
- 239000005056 polyisocyanate Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 229910052911 sodium silicate Inorganic materials 0.000 description 1
- 235000012424 soybean oil Nutrition 0.000 description 1
- 239000003549 soybean oil Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Classifications
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- 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
- C04B28/24—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 alkyl, ammonium or metal silicates; containing silica sols
- C04B28/26—Silicates of the alkali metals
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
-
- 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
- C04B2111/72—Repairing or restoring existing buildings or building materials
-
- 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
- C04B2201/05—Materials having an early high strength, e.g. allowing fast demoulding or formless casting
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Inorganic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Road Paving Structures (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
本发明提供一种固硫灰渣‑粉煤灰复配环保型脱空注浆材料及其制备方法和应用,固硫灰渣‑粉煤灰复配环保型脱空注浆材料由固硫灰渣、粉煤灰、固化剂、早强剂、减水剂、消泡剂、膨胀剂和水组成。在性能上,本发明通过调节配方中固硫灰渣、粉煤灰及固化剂的比例,可以实现注浆材料强度可调可控;通过助剂组分、固化剂组分的含量,可以实现早期强度高、固化时间短的特点。同时本发明采用固硫灰渣、粉煤灰等工业固废,符合国家对环境保护的发展要求。与目前市面上常用的水泥基注浆材料相比,本发明注浆料固化后无干缩现象,保持体积微膨胀,具有有优异的抗干缩能力。注浆材料成本<180元/m3,性价比大幅提升,具有较大的经济效益和社会效益。The present invention provides a sulfur-fixing ash-fly ash composite environment-friendly venting grouting material and its preparation method and application. The sulfur-fixing ash-fly ash composite environment-friendly venting grouting material consists of Slag, fly ash, curing agent, early strength agent, water reducer, defoamer, expansion agent and water. In terms of performance, the present invention can realize the adjustable and controllable strength of the grouting material by adjusting the ratio of sulfur-fixing ash, fly ash and curing agent in the formula; through the content of auxiliary components and curing agent components, it can realize High early strength and short curing time. At the same time, the present invention adopts industrial solid wastes such as sulfur-fixing ash and fly ash, which meets the national development requirements for environmental protection. Compared with the cement-based grouting materials commonly used in the market at present, the grouting material of the present invention has no drying shrinkage phenomenon after curing, maintains volume expansion slightly, and has excellent resistance to drying shrinkage. The cost of grouting materials is less than 180 yuan/m 3 , the cost performance is greatly improved, and it has great economic and social benefits.
Description
技术领域technical field
本发明属于道路工程、桥梁工程及隧道工程材料领域,具体涉及一种固硫灰渣-粉煤灰复配环保型脱空注浆材料及其制备方法和应用。The invention belongs to the field of materials for road engineering, bridge engineering and tunnel engineering, and in particular relates to a sulfur-fixing ash-fly ash composite environment-friendly hollow-out grouting material and its preparation method and application.
背景技术Background technique
公开该背景技术部分的信息仅仅旨在增加对本发明的总体背景的理解,而不必然被视为承认或以任何形式暗示该信息构成已经成为本领域一般技术人员所公知的现有技术。The information disclosed in this background section is only intended to increase the understanding of the general background of the present invention, and is not necessarily taken as an acknowledgment or any form of suggestion that the information constitutes the prior art already known to those skilled in the art.
道路经受行车荷载和环境因素的长期作用会出现不同程度的病害。对路基而言主要包括变形下沉、脱空、翻浆等;对路面而言有裂缝、坑槽、路面不平整等。道路病害的产生,一方面降低了路用性能,影响其行车舒适性,严重的可能会引发交通事故;另一方面也很大程度缩短了道路的使用寿命,影响其工程经济效益。路基的病害一般难以发现,如若处治不及时将会导致路面病害的产生及恶化,进而通过路面病害的形式表现出来。Different degrees of damage will appear on the road under the long-term action of traffic load and environmental factors. For the subgrade, it mainly includes deformation and sinking, hollowing out, mud turning, etc.; for the road surface, there are cracks, potholes, uneven road surface, etc. The occurrence of road diseases, on the one hand, reduces the road performance, affects its driving comfort, and may cause traffic accidents in serious cases; on the other hand, it also greatly shortens the service life of the road and affects its economic benefits. The diseases of the subgrade are generally difficult to find. If they are not treated in time, they will lead to the occurrence and deterioration of road surface diseases, and then manifest themselves in the form of road surface diseases.
目前路基填充、地基加固及地下工程加固等领域开始越来越多的使用注浆技术。目前应用最多的注浆材料是以水泥基材料为主剂的无机类注浆材料。水泥基注浆材料具有力学性能高,工艺成熟,水泥浆液能满足大部分地质条件下的注浆要求。但在性能方面,存在初凝时间长且不易控制,早期强度低,析水率高且易倒缩,微细裂缝难以充填等缺点;在性价比方面,随着国家环保要求的不断提高,水泥制造基材短缺,生产工艺不断更新,其价格也大幅上升。对于注浆料用量巨大的道路工程、桥梁工程、隧道工程等领域的工程维修成本也随之大幅提升。At present, more and more grouting technology is used in fields such as roadbed filling, foundation reinforcement and underground engineering reinforcement. At present, the most widely used grouting materials are inorganic grouting materials with cement-based materials as the main agent. Cement-based grouting materials have high mechanical properties and mature technology, and the cement grout can meet the grouting requirements under most geological conditions. However, in terms of performance, there are disadvantages such as long initial setting time and difficult control, low early strength, high water separation rate and easy shrinkage, and difficult filling of micro cracks; in terms of cost performance, with the continuous improvement of national environmental protection requirements, cement manufacturing base Due to the shortage of materials, the production process is constantly updated, and its price has also risen sharply. For road engineering, bridge engineering, tunnel engineering and other fields where the amount of grouting material is huge, the engineering maintenance cost has also increased significantly.
我国工业规模庞大,工业固废产出量大,其综合利用亟待解决。固硫灰渣是电厂里硫化床燃煤技术中所产生的工业固定废弃物。目前,硫化床燃煤固硫灰渣年排放量在8000W吨左右。就我国目前的国情和能源现状而言,燃煤仍然作为我国重要的能源基础,因此固硫灰渣的排放量会居高不下。目前,固硫灰灰渣的排放量和对存量都很大,但是利用率却很低。因此,如果能够将固硫灰渣大规模的应用于公路工程建设中去,既有益于环境保护又能使资源得到有效利用。my country's industrial scale is huge, and the output of industrial solid waste is large, and its comprehensive utilization needs to be solved urgently. Sulfur-fixed ash is an industrial solid waste produced in the fluidized bed coal combustion technology in power plants. At present, the annual discharge of coal-fired sulfur-fixed ash in the fluidized bed is about 8000W tons. As far as my country's current national conditions and energy status are concerned, coal combustion is still an important energy base in our country, so the emission of sulfur-fixed ash will remain high. At present, the emission and storage of sulfur-fixed ash and slag are large, but the utilization rate is very low. Therefore, if the sulfur-fixed ash can be applied to road construction on a large scale, it will be beneficial to environmental protection and effectively utilize resources.
在研发注浆材料方面,国内外许多学者开展了相关研究。专利CN109627420A公开了一种用于修补半刚性基层裂缝的耐水型有机注浆材料,由A(复合多元醇、吸湿剂等)、B组分(PAPI-2型异氰酸酯)构成,用于修补半刚性基层裂缝。专利CN109608143A公开了一种速凝早强水泥-水玻璃双液注浆材料及其使用方法,可应用于破碎顶板围岩的超前注浆加固,以防止巷道掘进时冒顶,可提高巷道掘进效率。专利CN106543688B公开了一种有机/无机纳米复合注浆材料及其制备方法,通过在材料中复配纳米增韧改性剂、有机多异氰酸酯等为矿用加固材料的安全性提供保障。专利CN109354461A公开了一种高聚物复合注浆材料及其制备方法,综合利用温轮胶、聚醚多元醇、环氧大豆油和普通硅酸盐水泥解决煤炭采空区、公路采空区、路面塌陷、路基下沉、堤坝堵水和屋顶漏水等工程问题。专利CN109437815A公开了一种乳化沥青复配赤泥-硼泥充填注浆材料及其制备方法,综合利用了赤泥、硼泥等工业固废。发明人发现,以上所列专利中的注浆材料或者需要填充有机物质,对路基原材料产生一定的影响;或者仍以水泥为主要基体,性价比没有大幅下降;或者是虽然主要以固废为注浆材料主要成分,存在粘结力差、抗干缩能力差、强度控制不够灵活等不足。In the research and development of grouting materials, many scholars at home and abroad have carried out related research. Patent CN109627420A discloses a water-resistant organic grouting material for repairing semi-rigid base cracks, which is composed of A (composite polyol, moisture absorbent, etc.), B component (PAPI-2 type isocyanate), and is used for repairing semi-rigid Base cracks. Patent CN109608143A discloses a rapid-setting early-strength cement-sodium silicate double-fluid grouting material and its application method, which can be applied to the advanced grouting reinforcement of the surrounding rock of the broken roof to prevent roof collapse during roadway excavation and improve the efficiency of roadway excavation. Patent CN106543688B discloses an organic/inorganic nanocomposite grouting material and its preparation method, which guarantees the safety of mine reinforcement materials by compounding nano toughening modifiers and organic polyisocyanates in the material. Patent CN109354461A discloses a high polymer composite grouting material and its preparation method, which comprehensively utilizes Wenlun rubber, polyether polyol, epoxy soybean oil and ordinary Portland cement to solve the problem of coal mined-out areas, highway mined-out areas, Road surface subsidence, subgrade subsidence, embankment water blocking and roof leakage and other engineering problems. Patent CN109437815A discloses an emulsified asphalt compound red mud-boron mud filling grouting material and its preparation method, which comprehensively utilizes industrial solid wastes such as red mud and boron mud. The inventor found that the grouting materials in the patents listed above either need to be filled with organic substances, which has a certain impact on the raw materials of the roadbed; or still use cement as the main matrix, and the cost performance has not dropped significantly; or although solid waste is mainly used as grouting The main components of the material have shortcomings such as poor adhesion, poor shrinkage resistance, and inflexible strength control.
发明内容Contents of the invention
针对上述现有技术的不足,本发明提供了一种固硫灰渣-粉煤灰复配环保型脱空注浆材料及其制备方法和应用。在性能方面,本发明制备的脱空注浆材料可以有效的解决道路脱空引起的工程问题,且早期强度高、强度可调可控;在材料来源方面,本发明的脱空注浆材料由固硫灰渣、粉煤灰、固化剂及系列助剂组成,充分利用了固硫灰渣、粉煤灰等工业固废,与目前市面上常用的水泥基注浆材料(成本约300~400元/m3)相比,本发明充分利用了固硫灰渣一定的火山灰活性,另配合膨胀剂的使用,此注浆材料在拌合使用过程中可以体积微膨胀,固化后无干缩现象,与市面上现有的水泥基注浆料相比,具有优异的抗干缩能力。同时,此注浆材料成本<180元/m3,性价比大幅提升,具有较大的经济效益和社会效益;在施工应用方面,本发明具有施工简单,操作方便,可有效减少施工所需人员数量,提高效率,降低道路脱空维修成本。因此具有良好的实际应用之价值。Aiming at the deficiencies of the above-mentioned prior art, the present invention provides a sulfur-fixing ash-fly ash composite environment-friendly hollow-out grouting material and its preparation method and application. In terms of performance, the hollow grouting material prepared by the present invention can effectively solve the engineering problems caused by road hollowing, and has high early strength, adjustable and controllable strength; in terms of material source, the hollow grouting material of the present invention consists of Composed of sulfur-fixing ash, fly ash, curing agent and a series of additives, it makes full use of industrial solid waste such as sulfur-fixing ash and fly ash, and is the same as the cement-based grouting materials commonly used in the market at present (the cost is about 300-400 Yuan/m 3 ), the present invention makes full use of the certain pozzolanic activity of sulfur-fixing ash, and with the use of expansion agent, the volume of the grouting material can expand slightly during mixing and use, and there is no drying shrinkage after curing. Compared with the existing cement-based grout on the market, it has excellent anti-shrinkage ability. At the same time, the cost of this grouting material is less than 180 yuan/m 3 , the cost performance is greatly improved, and it has greater economic and social benefits; in terms of construction application, the present invention has the advantages of simple construction, convenient operation, and can effectively reduce the number of personnel required for construction , improve efficiency, and reduce road maintenance costs. Therefore, it has good practical application value.
本发明的目的之一是提供一种固硫灰渣-粉煤灰复配环保型脱空注浆材料。One of the objectives of the present invention is to provide an environment-friendly hollow-out grouting material compounded with sulfur-fixed ash-fly ash.
本发明的目的之二是提供上述固硫灰渣-粉煤灰复配环保型脱空注浆材料的制备方法。The second object of the present invention is to provide a method for preparing the above-mentioned sulfur-fixing ash-fly ash composite environment-friendly hollow-out grouting material.
本发明的目的之三是提供上述固硫灰渣-粉煤灰复配环保型脱空注浆材料在公路桥头搭板脱空处治中的应用。The third object of the present invention is to provide the application of the above-mentioned sulfur-fixing ash-fly ash composite environment-friendly hollowing grouting material in the hollowing treatment of highway bridgehead lapping boards.
本发明是通过如下技术方案实现的:The present invention is achieved through the following technical solutions:
本发明的第一个方面,提供一种固硫灰渣-粉煤灰复配环保型脱空注浆材料,包括:The first aspect of the present invention provides a kind of sulfur-fixed ash-fly ash composite environment-friendly hollow-out grouting material, including:
固硫灰渣、粉煤灰、固化剂、早强剂、减水剂、消泡剂、膨胀剂、水。Sulfur-fixing ash, fly ash, curing agent, early strength agent, water reducer, defoamer, expansion agent, water.
作为进一步的限定,以质量份数计,固硫灰渣30~80份、粉煤灰20~40份、固化剂20~60份、早强剂1~4份、减水剂2~6份、消泡剂1~4份、膨胀剂0.01~0.03份,水25~60份。As a further limitation, in terms of parts by mass, 30-80 parts of sulfur-fixing ash, 20-40 parts of fly ash, 20-60 parts of curing agent, 1-4 parts of early strength agent, and 2-6 parts of water reducing agent , 1 to 4 parts of defoamer, 0.01 to 0.03 parts of expansion agent, and 25 to 60 parts of water.
作为进一步的限定,所述固化剂由水玻璃、消石灰、烧碱、普通硅酸盐水泥和熟石膏组成,其重量比为水玻璃:消石灰:烧碱:普通硅酸盐水泥:熟石膏=10~40:0~30:5~25:20~60:30~50。As a further limitation, the curing agent is composed of water glass, hydrated lime, caustic soda, ordinary Portland cement and plaster, and its weight ratio is water glass: hydrated lime: caustic soda: ordinary Portland cement: plaster of paris=10~40 : 0~30: 5~25: 20~60: 30~50.
作为进一步的限定,所述早强剂为氯化钙、氯化钠、氯化铝、氯化锂中的一种或多种的混合物。As a further limitation, the accelerator is a mixture of one or more of calcium chloride, sodium chloride, aluminum chloride and lithium chloride.
作为进一步的限定,所述减水剂为木质素磺酸盐、萘磺酸盐甲醛聚合物、多环芳香族盐或聚羧酸中的一种或多种的混合物。As a further limitation, the water reducing agent is a mixture of one or more of lignosulfonate, naphthalenesulfonate formaldehyde polymer, polycyclic aromatic salt or polycarboxylic acid.
作为进一步的限定,所述消泡剂为矿物油类、聚醚类、有机硅类或脂肪醇类中的一种或多种的混合物。As a further limitation, the defoamer is a mixture of one or more of mineral oils, polyethers, silicones or fatty alcohols.
作为进一步的限定,所述膨胀剂为硫铝酸钙类、氧化钙-硫铝酸钙类、氧化钙类或铝粉中的一种或多种的混合物。As a further limitation, the expansion agent is a mixture of one or more of calcium sulfoaluminate, calcium oxide-calcium sulfoaluminate, calcium oxide or aluminum powder.
本发明的第二个方面,提供上述固硫灰渣-粉煤灰复配环保型脱空注浆材料的制备方法,步骤如下:The second aspect of the present invention provides the preparation method of the above-mentioned sulfur-fixing ash-fly ash composite environment-friendly hollow grouting material, the steps are as follows:
(1)按量称取固硫灰渣和粉煤灰,其中固硫灰和粉煤灰进行筛分;将固硫渣进行破碎、研磨、筛分;将过筛后的固硫灰、粉煤灰和破碎后的固硫渣加热进行无氧高温活化;然后冷却至室温,混合均匀即得A组分。(1) Take the sulfur-fixing ash and fly ash according to the amount, wherein the sulfur-fixing ash and fly ash are sieved; the sulfur-fixing slag is crushed, ground, and sieved; Coal ash and crushed sulfur-fixing slag are heated for anaerobic high-temperature activation; then cooled to room temperature and mixed evenly to obtain component A.
(2)按量称取早强剂、减水剂、消泡剂、膨胀剂和水,机械搅拌均匀,制得助剂B组分。(2) Weigh the early strength agent, water reducer, defoamer, expansion agent and water according to the amount, and stir them evenly to prepare component B of the auxiliary agent.
(3)按量称取水玻璃、消石灰、烧碱、普通硅酸盐水泥和熟石膏,机械搅拌均匀,制得固化剂C组分。(3) Weigh water glass, slaked lime, caustic soda, ordinary Portland cement and plaster of paris, and mechanically stir them evenly to prepare component C of the curing agent.
(4)在施工中,将A组分、B组分、C组分按照0.8~1.5:0.08~0.25:0.4~0.6的重量比混合搅拌均匀后,采用注浆方式注入到需要修补的脱空处。(4) During construction, after mixing and stirring components A, B and C according to the weight ratio of 0.8~1.5:0.08~0.25:0.4~0.6, use grouting method to inject into the void that needs to be repaired place.
本发明的第三个方面,提供上述固硫灰渣-粉煤灰复配环保型脱空注浆材料在公路桥头搭板脱空处治中的应用。The third aspect of the present invention provides the application of the above-mentioned sulfur-fixing ash-fly ash composite environment-friendly hollowing grouting material in the hollowing treatment of highway bridge head lap slabs.
与现有技术相比,本发明的有益效果为:Compared with prior art, the beneficial effect of the present invention is:
(1)本发明提供的脱空注浆材料配方及制备工艺中,通过调节A组分中固硫灰渣、粉煤灰及固化剂C组分的比例,可以有效的实现注浆材料强度的可调可控;同时,此注浆料充分利用了固硫灰渣一定的火山灰活性,另配合膨胀剂的使用,此注浆材料在基体内部形成极其细小的微泡,使得使用过程中注浆料可以保持体积微膨胀,固化后无干缩现象,与市面上现有的水泥基注浆料相比,具有有优异的抗干缩能力。(1) In the hollow grouting material formula and preparation process provided by the present invention, by adjusting the ratio of sulfur-fixing ash, fly ash and curing agent C component in component A, the strength of grouting material can be effectively realized Adjustable and controllable; at the same time, this grouting material makes full use of the certain pozzolanic activity of sulfur-fixing ash, and with the use of expansion agent, this grouting material forms extremely fine microbubbles inside the matrix, which makes the grouting during use The material can maintain micro-expansion in volume, and there is no drying shrinkage after curing. Compared with the existing cement-based grouting materials on the market, it has excellent resistance to drying shrinkage.
(2)本发明提供的注浆材料中采用固硫灰渣、粉煤灰等工业固废,价格低廉,储量较大,解决了我国面临的大量工业固废的处理问题,节能环保,符合国家对环境保护的发展要求。与目前市面上常用的水泥基注浆材料(成本约300~400元/m3)相比,本发明注浆材料成本<180元/m3,性价比大幅提升,具有较大的经济效益和社会效益。(2) Industrial solid wastes such as sulfur-fixing ash and fly ash are used in the grouting material provided by the present invention, which is cheap and has large reserves, which solves the processing problems of a large amount of industrial solid wastes faced by our country, is energy-saving and environmentally friendly, and conforms to the national Development requirements for environmental protection. Compared with the cement-based grouting materials commonly used in the market (the cost is about 300-400 yuan/m 3 ), the cost of the grouting material of the present invention is less than 180 yuan/m 3 , the cost performance is greatly improved, and it has great economic benefits and social benefits. benefit.
(3)本发明所述的脱空注浆材料,通过助剂B组分、固化剂C组分的作用,可以实现早期强度高、固化时间短的特点;因此具有良好的实际应用之价值。(3) The hollow grouting material of the present invention can realize the characteristics of high early strength and short curing time through the action of component B of auxiliary agent and component C of curing agent; therefore, it has good practical application value.
具体实施方式Detailed ways
应该指出,以下详细说明都是例示性的,旨在对本发明提供进一步的说明。除非另有指明,本文使用的所有技术和科学术语具有与本发明所属技术领域的普通技术人员通常理解的相同含义。It should be noted that the following detailed description is exemplary and intended to provide further explanation of the present invention. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs.
需要注意的是,这里所使用的术语仅是为了描述具体实施方式,而非意图限制根据本发明的示例性实施方式。如在这里所使用的,除非上下文另外明确指出,否则单数形式也意图包括复数形式,此外,还应当理解的是,当在本说明书中使用术语“包含”和/或“包括”时,其指明存在特征、步骤、操作、器件、组件和/或它们的组合。应理解,本发明的保护范围不局限于下述特定的具体实施方案;还应当理解,本发明实施例中使用的术语是为了描述特定的具体实施方案,而不是为了限制本发明的保护范围。下列具体实施方式中如果未注明具体条件的实验方法,通常按照本领域技术内的分子生物学的常规方法和条件,这种技术和条件在文献中有完整解释。It should be noted that the terminology used here is only for describing specific embodiments, and is not intended to limit exemplary embodiments according to the present invention. As used herein, unless the context clearly dictates otherwise, the singular is intended to include the plural, and it should also be understood that when the terms "comprising" and/or "comprising" are used in this specification, they mean There are features, steps, operations, means, components and/or combinations thereof. It should be understood that the protection scope of the present invention is not limited to the following specific implementations; it should also be understood that the terms used in the examples of the present invention are for describing specific implementations rather than limiting the protection scope of the present invention. In the following specific embodiments, if the experimental methods of specific conditions are not indicated, generally follow the conventional methods and conditions of molecular biology within the skill of the art, and such techniques and conditions are fully explained in the literature.
现有注浆材料或者需要填充有机物质,而对路基原材料产生一定的影响;或者仍以水泥为主要基体,性价比没有大幅下降;或者是虽然主要以固废为注浆材料主要成分,存在粘结力差、强度控制不够灵活的不足。Existing grouting materials either need to be filled with organic substances, which will have a certain impact on roadbed raw materials; or still use cement as the main matrix, and the cost performance has not dropped significantly; or although solid waste is the main component of grouting materials, there is adhesion Poor strength and insufficient flexibility in strength control.
有鉴于此,本发明的一个具体实施方式中,本发明的第一个方面,提供一种固硫灰渣-粉煤灰复配环保型脱空注浆材料,包括:In view of this, in a specific embodiment of the present invention, the first aspect of the present invention provides a sulfur-fixing ash-fly ash composite environment-friendly hollow grouting material, including:
固硫灰渣、粉煤灰、固化剂、早强剂、减水剂、消泡剂、膨胀剂、水。Sulfur-fixing ash, fly ash, curing agent, early strength agent, water reducer, defoamer, expansion agent, water.
本发明的又一具体实施方式中,以质量份数计,所述固硫灰渣-粉煤灰复配环保型脱空注浆材料包括:固硫灰渣30~80份、粉煤灰20~40份、固化剂20~60份、早强剂1~4份、减水剂2~6份、消泡剂1~4份、膨胀剂0.01~0.03份、水25~60份。In yet another specific embodiment of the present invention, in parts by mass, the sulfur-fixing ash-fly ash composite environment-friendly venting grouting material includes: 30-80 parts of sulfur-fixing ash, 20 parts of fly ash ~40 parts, curing agent 20~60 parts, early strength agent 1~4 parts, water reducer 2~6 parts, defoamer 1~4 parts, expansion agent 0.01~0.03 parts, water 25~60 parts.
固硫灰渣中含有较多的无水石膏和CaO,常温下具有水化膨胀特性,其火山灰活性较高,反应阻力也较小。粉煤灰的主要氧化物组成为:SiO2、Al2O3、FeO、Fe2O3等。本发明所述的固硫灰渣-粉煤灰复配环保型脱空注浆材料中充分发挥固硫灰渣的活性,并与粉煤灰间利用粒径差形成级配互补,利用主要组分及含量的不同进行强度的调节。固硫灰渣和粉煤灰两种工业固废的合理利用,可以有效改善材料间的和易性,充分发挥两者的协同改善作用。Sulfur-fixing ash contains more anhydrous gypsum and CaO, which has hydration expansion characteristics at room temperature, and its pozzolanic activity is higher, and the reaction resistance is also smaller. The main oxide composition of fly ash is: SiO 2 , Al 2 O 3 , FeO, Fe 2 O 3 and so on. The sulfur-fixing ash-fly ash composite environment-friendly venting grouting material of the present invention fully exerts the activity of the sulfur-fixing ash, and forms a gradation complementation with the fly ash by using the particle size difference, and utilizes the main components The strength can be adjusted according to the difference in the content and content. The rational use of two industrial solid wastes, sulfur-fixed ash and fly ash, can effectively improve the workability of materials and give full play to the synergistic improvement effect of the two.
本发明的又一具体实施方式中,所述固硫灰渣包含固硫灰和固硫渣,其中固硫灰指经筛分处理后比表面积范围>400m2/kg;固硫渣指将经初步破碎、研磨、筛分后表面积范围处于260~480m2/kg。In yet another specific embodiment of the present invention, the sulfur-fixing ash includes sulfur-fixing ash and sulfur-fixing slag, wherein the sulfur-fixing ash refers to a specific surface area greater than 400m 2 /kg after screening; the sulfur-fixing slag refers to the After primary crushing, grinding and sieving, the surface area ranges from 260 to 480m 2 /kg.
本发明的又一具体实施方式中,所述粉煤灰指经筛分处理后比表面积范围>400m2/kg;In yet another specific embodiment of the present invention, the fly ash refers to a range of specific surface area > 400m 2 /kg after sieving;
本发明的又一具体实施方式中,所述固化剂由水玻璃、消石灰、烧碱、普通硅酸盐水泥和熟石膏组成,其重量比为水玻璃:消石灰:烧碱:普通硅酸盐水泥:熟石膏=10~40:0~30:5~25:20~60:30~50。In yet another embodiment of the present invention, the curing agent is composed of water glass, slaked lime, caustic soda, ordinary Portland cement and plaster of paris, and its weight ratio is water glass: hydrated lime: caustic soda: ordinary Portland cement: calcined gypsum. Gypsum = 10-40: 0-30: 5-25: 20-60: 30-50.
本发明所述的固化剂可以充分发挥水玻璃、消石灰、烧碱、普通硅酸盐水泥和熟石膏的硬化、固化或增强的优势,通过调节与固硫灰渣、粉煤灰之间的配比,有效改善和调节脱空注浆材料的强度和硬度。The curing agent of the present invention can give full play to the advantages of water glass, slaked lime, caustic soda, ordinary Portland cement and plaster of hardening, curing or strengthening, by adjusting the ratio with sulfur-fixing ash and fly ash , Effectively improve and adjust the strength and hardness of hollow grouting material.
本发明的又一具体实施方式中,所述早强剂为氯化钙、氯化钠、氯化铝、氯化锂中的一种或多种的混合物。In yet another specific embodiment of the present invention, the accelerator is a mixture of one or more of calcium chloride, sodium chloride, aluminum chloride, and lithium chloride.
本发明的又一具体实施方式中,所述减水剂为木质素磺酸盐、萘磺酸盐甲醛聚合物、多环芳香族盐或聚羧酸中的一种或多种的混合物。In yet another specific embodiment of the present invention, the water reducer is a mixture of one or more of lignosulfonate, naphthalenesulfonate formaldehyde polymer, polycyclic aromatic salt or polycarboxylic acid.
本发明的又一具体实施方式中,所述消泡剂为矿物油类、聚醚类、有机硅类或脂肪醇类中的一种或多种的混合物。In yet another specific embodiment of the present invention, the defoamer is a mixture of one or more of mineral oils, polyethers, silicones or fatty alcohols.
本发明的又一具体实施方式中,所述膨胀剂为硫铝酸钙类、氧化钙-硫铝酸钙类、氧化钙类或铝粉中的一种或多种的混合物。In yet another specific embodiment of the present invention, the expansion agent is a mixture of one or more of calcium sulfoaluminate, calcium oxide-calcium sulfoaluminate, calcium oxide or aluminum powder.
本发明的又一具体实施方式中,提供了固硫灰渣-粉煤灰复配环保型脱空注浆材料的制备方法,步骤如下:In yet another specific embodiment of the present invention, a method for preparing an environment-friendly hollow grouting material compounded with sulfur-fixed ash-fly ash is provided, and the steps are as follows:
(1)按量称取固硫灰渣和粉煤灰,其中固硫灰和粉煤灰进行筛分;将固硫渣进行破碎、研磨、筛分;将过筛后的固硫灰、粉煤灰和破碎后的固硫渣加热进行无氧高温活化;然后冷却至室温,混合均匀即得A组分。(1) Take the sulfur-fixing ash and fly ash according to the amount, wherein the sulfur-fixing ash and fly ash are sieved; the sulfur-fixing slag is crushed, ground, and sieved; Coal ash and crushed sulfur-fixing slag are heated for anaerobic high-temperature activation; then cooled to room temperature and mixed evenly to obtain component A.
(2)按量称取早强剂、减水剂、消泡剂、膨胀剂和水,机械搅拌均匀,制得助剂B组分。(2) Weigh the early strength agent, water reducer, defoamer, expansion agent and water according to the amount, and stir them evenly to prepare component B of the auxiliary agent.
(3)按量称取水玻璃、消石灰、烧碱、普通硅酸盐水泥和熟石膏,机械搅拌均匀,制得固化剂C组分。(3) Weigh water glass, slaked lime, caustic soda, ordinary Portland cement and plaster of paris, and mechanically stir them evenly to prepare component C of the curing agent.
(4)在施工中,将A组分、B组分、C组分按照0.8~1.5:0.08~0.25:0.4~0.6的重量比混合搅拌均匀后,采用注浆方式注入到需要修补的脱空处。(4) During construction, after mixing and stirring components A, B and C according to the weight ratio of 0.8~1.5:0.08~0.25:0.4~0.6, use grouting method to inject into the void that needs to be repaired place.
需要说明的是,所述步骤(1)、(2)和(3)并无先后顺序之分。It should be noted that the steps (1), (2) and (3) are not in any order.
本发明的又一具体实施方式中,所述步骤(1)中,In yet another specific embodiment of the present invention, in the step (1),
固硫灰和粉煤灰进行1mm~3mm过筛,所述固硫灰和粉煤灰的比表面积为>400m2/kg;The sulfur-fixing ash and fly ash are sieved at 1 mm to 3 mm, and the specific surface area of the sulfur-fixing ash and fly ash is >400 m 2 /kg;
固硫渣进行破碎、研磨、筛分具体方法为:将固硫渣进行初步破碎,然后研磨20-40分钟,筛分后取比表面积为260~480m2/kg的固硫渣粉;The specific method of crushing, grinding and screening the sulfur-fixing slag is as follows: first crush the sulfur-fixing slag, then grind for 20-40 minutes, and take the sulfur-fixing slag powder with a specific surface area of 260-480m 2 /kg after sieving;
所述无氧高温活化具体条件为:500~600℃加热3~5h;所述无氧高温活化过程可在无氧高温炉中完成。The specific condition of the oxygen-free high-temperature activation is: heating at 500-600° C. for 3-5 hours; the oxygen-free high-temperature activation process can be completed in an oxygen-free high-temperature furnace.
本发明的又一具体实施方式中,提供上述固硫灰渣-粉煤灰复配环保型脱空注浆材料在公路桥头搭板脱空处治中的应用。In yet another specific embodiment of the present invention, the application of the above-mentioned sulfur-fixed ash-fly ash composite environment-friendly hollowing grouting material in the hollowing treatment of highway bridge head lapping slabs is provided.
以下通过实施例对本发明做进一步解释说明,但不构成对本发明的限制。应理解这些实施例仅用于说明本发明而不用于限制本发明的范围。The present invention is further explained and illustrated by the following examples, but does not constitute a limitation of the present invention. It should be understood that these examples are only for illustrating the present invention and are not intended to limit the scope of the present invention.
实施例1Example 1
一种固硫灰渣-粉煤灰复配环保型脱空注浆材料制备方法如下:A preparation method of a sulfur-fixed ash-fly ash composite environment-friendly hollow-out grouting material is as follows:
(1)称取固硫灰30g,粉煤灰40g,分别进行1mm过筛,留取过筛后样品。称取固硫渣40g,将固硫渣进行初步破碎,然后利用球磨机研磨40分钟,利用2mm筛进行筛分后取比表面积为260~480m2/kg的固硫渣粉。(1) Weigh 30g of sulfur-fixed ash and 40g of fly ash, and sieve them through 1mm respectively, and keep the sieved samples. Weigh 40g of the sulfur-fixing slag, preliminarily crush the sulfur-fixing slag, then grind it with a ball mill for 40 minutes, sieve it with a 2mm sieve, and obtain the sulfur-fixing slag powder with a specific surface area of 260-480m 2 /kg.
(2)将上述样品置于500℃无氧高温炉中加热3h,进行高温活化。然后冷却至室温,搅拌混合均匀即得A组分。(2) The above samples were heated in an oxygen-free high-temperature furnace at 500° C. for 3 hours to perform high-temperature activation. Then cool to room temperature, stir and mix evenly to obtain component A.
(3)按量称取早强剂氯化钙1g、减水剂多环芳香族盐2.5g、消泡剂聚醚类1.0g、膨胀剂0.02g铝粉和水25g,机械搅拌均匀,制得助剂B组分。(3) Weigh 1g of early strength agent calcium chloride, 2.5g of polycyclic aromatic salt of water reducer, 1.0g of defoamer polyether, 0.02g of expansion agent, aluminum powder and 25g of water, mechanically stir evenly, and prepare Auxiliary component B is obtained.
(4)分别按量称取水玻璃10g、消石灰10g、烧碱20g、普通硅酸盐水泥20g和熟石膏30g,机械搅拌均匀,制得固化剂C组分。(4) Weigh 10 g of water glass, 10 g of slaked lime, 20 g of caustic soda, 20 g of ordinary Portland cement and 30 g of plaster of paris, and stir them evenly to obtain component C of the curing agent.
(5)在施工过程中,将A组分、B组分、C组分按照1:0.08:0.6的重量分数混合搅拌均匀后,部分浇入模具,测定其3天抗压强度、7天抗压强度、28天抗压强度、抗折强度和固化体积收缩比。通过注浆管注入到需要修补的脱空处。(5) During the construction process, mix and stir components A, B and C according to the weight fraction of 1:0.08:0.6, and then partly pour them into the mold to measure their 3-day compressive strength and 7-day compressive strength. Compressive strength, 28-day compressive strength, flexural strength and cure volume shrinkage ratio. Inject through the grouting pipe into the void that needs to be repaired.
表1实施例1性能指标Table 1 Embodiment 1 Performance Index
实施例2Example 2
一种固硫灰渣-粉煤灰复配环保型脱空注浆材料制备方法如下:A preparation method of a sulfur-fixed ash-fly ash composite environment-friendly hollow-out grouting material is as follows:
(1)称取固硫灰60g,粉煤灰30g,分别进行1mm过筛,留取过筛后样品。称取固硫渣60g,将固硫渣进行初步破碎,然后利用球磨机研磨40分钟,利用2mm筛进行筛分后取比表面积为260~480m2/kg的固硫渣粉。(1) Weigh 60g of sulfur-fixed ash and 30g of fly ash, sieve them through 1mm respectively, and keep the sieved samples. Weigh 60g of the sulfur-fixing slag, preliminarily crush the sulfur-fixing slag, then grind it with a ball mill for 40 minutes, sieve it with a 2mm sieve, and get the sulfur-fixing slag powder with a specific surface area of 260-480m 2 /kg.
(2)将上述样品置于500℃无氧高温炉中加热3h,进行高温活化。然后冷却至室温,搅拌混合均匀即得A组分。(2) The above samples were heated in an oxygen-free high-temperature furnace at 500° C. for 3 hours to perform high-temperature activation. Then cool to room temperature, stir and mix evenly to obtain component A.
(3)按量称取早强剂氯化钠2g、减水剂聚羧酸2g、消泡剂有机硅类3.0g、膨胀剂硫铝酸钙0.01g和水40g,机械搅拌均匀,制得助剂B组分。(3) Weigh 2g of early strength agent sodium chloride, 2g of water reducing agent polycarboxylic acid, 3.0g of defoaming agent organosilicon, 0.01g of expansion agent calcium sulfoaluminate and 40g of water, stir mechanically to obtain Auxiliary B component.
(4)分别按量称取水玻璃40g、消石灰0g、烧碱20g、普通硅酸盐水泥40g和熟石膏40g,机械搅拌均匀,制得固化剂C组分。(4) Weigh 40 g of water glass, 0 g of slaked lime, 20 g of caustic soda, 40 g of ordinary Portland cement and 40 g of plaster of paris, and stir them evenly to obtain component C of the curing agent.
(5)在施工过程中,将A组分、B组分、C组分按照1.5:0.15:0.4的重量分数混合搅拌均匀后,部分浇入模具,测定其3天抗压强度、7天抗压强度、28天抗压强度、抗折强度和固化体积收缩比。通过注浆管注入到需要修补的脱空处。(5) During the construction process, after mixing and stirring components A, B and C according to the weight fraction of 1.5:0.15:0.4, part of them was poured into the mold, and the 3-day compressive strength and 7-day compressive strength were measured. Compressive strength, 28-day compressive strength, flexural strength and cure volume shrinkage ratio. Inject through the grouting pipe into the void that needs to be repaired.
表2实施例2性能指标Table 2 embodiment 2 performance index
实施例3Example 3
一种固硫灰渣-粉煤灰复配环保型脱空注浆材料制备方法如下:A preparation method of a sulfur-fixed ash-fly ash composite environment-friendly hollow-out grouting material is as follows:
(1)称取固硫灰80g,粉煤灰40g,分别进行2mm过筛,留取过筛后样品。称取固硫渣80g,将固硫渣进行初步破碎,然后利用球磨机研磨20分钟,利用1mm筛进行筛分后取比表面积为260~480m2/kg的固硫渣粉。(1) Weigh 80g of sulfur-fixed ash and 40g of fly ash, and sieve them at 2mm respectively, and keep the sieved samples. Weigh 80g of the sulfur-fixing slag, preliminarily crush the sulfur-fixing slag, then grind it with a ball mill for 20 minutes, and sieve it with a 1mm sieve to get the sulfur-fixing slag powder with a specific surface area of 260-480m 2 /kg.
(2)将上述样品置于500℃无氧高温炉中加热5h,进行高温活化。然后冷却至室温,搅拌混合均匀即得A组分。(2) Place the above sample in an oxygen-free high-temperature furnace at 500° C. and heat for 5 hours to perform high-temperature activation. Then cool to room temperature, stir and mix evenly to obtain component A.
(3)按量称取早强剂氯化铝4g、减水剂木质素磺酸盐6g、消泡剂脂肪醇类4.0g、膨胀剂铝粉0.03g和水60g,机械搅拌均匀,制得助剂B组分。(3) Weigh 4g of early strength agent aluminum chloride, 6g of water reducer lignosulfonate, 4.0g of defoamer fatty alcohol, 0.03g of expansion agent aluminum powder and 60g of water, and stir them evenly to obtain Auxiliary B component.
(4)分别按量称取水玻璃10g、消石灰30g、烧碱60g、普通硅酸盐水泥60g和熟石膏50g,机械搅拌均匀,制得固化剂C组分。(4) Weigh 10 g of water glass, 30 g of slaked lime, 60 g of caustic soda, 60 g of ordinary Portland cement and 50 g of plaster of paris, and stir them evenly to obtain component C of the curing agent.
(5)在施工过程中,将A组分、B组分、C组分按照0.8:0.25:0.6的重量分数混合搅拌均匀后,部分浇入模具,测定其3天抗压强度、7天抗压强度、28天抗压强度、抗折强度和固化体积收缩比。通过注浆管注入到需要修补的脱空处。(5) During the construction process, after mixing and stirring components A, B and C according to the weight fraction of 0.8:0.25:0.6, part of them was poured into the mold, and the 3-day compressive strength and 7-day compressive strength were measured. Compressive strength, 28-day compressive strength, flexural strength and cure volume shrinkage ratio. Inject through the grouting pipe into the void that needs to be repaired.
表3实施例3性能指标Table 3 embodiment 3 performance index
对比例1Comparative example 1
一种固硫灰渣-粉煤灰复配环保型脱空注浆材料,其制备方法同实施例1,与实施例1相比区别仅在于不加入固硫灰渣。A sulfur-fixing ash-fly ash composite environment-friendly venting grouting material, the preparation method of which is the same as that of Example 1, and the only difference from Example 1 is that no sulfur-fixing ash is added.
对比例2Comparative example 2
一种固硫灰渣-粉煤灰复配环保型脱空注浆材料,其制备方法同实施例1,与实施例1相比区别仅在于不加入膨胀剂。A sulfur-fixed ash-fly ash composite environment-friendly venting grouting material, the preparation method of which is the same as that of Example 1, and the only difference from Example 1 is that no expansion agent is added.
对比例3Comparative example 3
一种固硫灰渣-粉煤灰复配环保型脱空注浆材料,其制备方法同实施例1,与实施例1相比区别仅在于不加入水玻璃、消石灰和烧碱。A sulfur-fixing ash-fly ash composite environment-friendly venting grouting material, the preparation method of which is the same as that of Example 1, the only difference from Example 1 is that water glass, hydrated lime and caustic soda are not added.
对比例1-3得到的脱空注浆结料的性能如表4所示。The properties of the empty grouting binder obtained in Comparative Examples 1-3 are shown in Table 4.
表4Table 4
由表4与表1-3的对比可知,不使用固硫灰渣会使得注浆料的强度大幅下降;不使用膨胀剂则注浆材料的塑性收缩严重,固化后体积收缩大,膨胀剂与固硫灰渣的火山灰活性起到协同作用,使注浆料具有优异的抗体积收缩能力;同时不使用水玻璃、消石灰和烧碱也使得注浆料的强度大幅下降,水玻璃、消石灰和烧碱的碱激发作用可以有效提高注浆材料的强度。From the comparison between Table 4 and Table 1-3, it can be seen that the strength of the grouting material will be greatly reduced if the sulfur-fixing ash is not used; the plastic shrinkage of the grouting material will be serious if the expansion agent is not used, and the volume shrinkage will be large after curing. The pozzolanic activity of sulfur-fixed ash plays a synergistic effect, making the grouting material have excellent volume shrinkage resistance; at the same time, the strength of the grouting material is also greatly reduced without using water glass, slaked lime and caustic soda. Alkali excitation can effectively improve the strength of grouting materials.
应注意的是,以上实例仅用于说明本发明的技术方案而非对其进行限制。尽管参照所给出的实例对本发明进行了详细说明,但是本领域的普通技术人员可根据需要对本发明的技术方案进行修改或者等同替换,而不脱离本发明技术方案的精神和范围。It should be noted that the above examples are only used to illustrate the technical solution of the present invention rather than limit it. Although the present invention has been described in detail with reference to the given examples, those skilled in the art can modify or equivalently replace the technical solutions of the present invention as required without departing from the spirit and scope of the technical solutions of the present invention.
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