CN115504760A - A kind of early-strength magnesium phosphate cement repair material and preparation method thereof - Google Patents
A kind of early-strength magnesium phosphate cement repair material and preparation method thereof Download PDFInfo
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- 239000000463 material Substances 0.000 title claims abstract description 60
- 239000004568 cement Substances 0.000 title claims abstract description 59
- 239000004137 magnesium phosphate Substances 0.000 title claims abstract description 54
- 229960002261 magnesium phosphate Drugs 0.000 title claims abstract description 54
- 229910000157 magnesium phosphate Inorganic materials 0.000 title claims abstract description 54
- 235000010994 magnesium phosphates Nutrition 0.000 title claims abstract description 54
- GVALZJMUIHGIMD-UHFFFAOYSA-H magnesium phosphate Chemical compound [Mg+2].[Mg+2].[Mg+2].[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O GVALZJMUIHGIMD-UHFFFAOYSA-H 0.000 title claims abstract description 53
- 238000002360 preparation method Methods 0.000 title claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 48
- 229910001868 water Inorganic materials 0.000 claims abstract description 48
- 239000000843 powder Substances 0.000 claims abstract description 34
- 239000004816 latex Substances 0.000 claims abstract description 29
- 229920000126 latex Polymers 0.000 claims abstract description 29
- CPLXHLVBOLITMK-UHFFFAOYSA-N magnesium oxide Inorganic materials [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 claims abstract description 27
- AXZKOIWUVFPNLO-UHFFFAOYSA-N magnesium;oxygen(2-) Chemical compound [O-2].[Mg+2] AXZKOIWUVFPNLO-UHFFFAOYSA-N 0.000 claims abstract description 27
- 229910000402 monopotassium phosphate Inorganic materials 0.000 claims abstract description 27
- 235000019796 monopotassium phosphate Nutrition 0.000 claims abstract description 27
- PJNZPQUBCPKICU-UHFFFAOYSA-N phosphoric acid;potassium Chemical compound [K].OP(O)(O)=O PJNZPQUBCPKICU-UHFFFAOYSA-N 0.000 claims abstract description 26
- 239000000395 magnesium oxide Substances 0.000 claims abstract description 25
- 239000010881 fly ash Substances 0.000 claims abstract description 23
- GSEJCLTVZPLZKY-UHFFFAOYSA-N Triethanolamine Chemical compound OCCN(CCO)CCO GSEJCLTVZPLZKY-UHFFFAOYSA-N 0.000 claims abstract description 22
- LFVGISIMTYGQHF-UHFFFAOYSA-N ammonium dihydrogen phosphate Chemical compound [NH4+].OP(O)([O-])=O LFVGISIMTYGQHF-UHFFFAOYSA-N 0.000 claims abstract description 21
- 229910000387 ammonium dihydrogen phosphate Inorganic materials 0.000 claims abstract description 21
- 229910021538 borax Inorganic materials 0.000 claims abstract description 21
- 235000019837 monoammonium phosphate Nutrition 0.000 claims abstract description 21
- 235000010339 sodium tetraborate Nutrition 0.000 claims abstract description 21
- 239000004328 sodium tetraborate Substances 0.000 claims abstract description 21
- 239000002002 slurry Substances 0.000 claims abstract description 17
- 238000003756 stirring Methods 0.000 claims description 24
- 235000012245 magnesium oxide Nutrition 0.000 claims description 21
- 239000002994 raw material Substances 0.000 claims description 14
- 239000011812 mixed powder Substances 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 5
- 238000001354 calcination Methods 0.000 claims description 2
- 239000001095 magnesium carbonate Substances 0.000 claims description 2
- 235000014380 magnesium carbonate Nutrition 0.000 claims description 2
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 claims description 2
- 229910000021 magnesium carbonate Inorganic materials 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 3
- 230000015271 coagulation Effects 0.000 abstract description 2
- 238000005345 coagulation Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- GNSKLFRGEWLPPA-UHFFFAOYSA-M potassium dihydrogen phosphate Chemical compound [K+].OP(O)([O-])=O GNSKLFRGEWLPPA-UHFFFAOYSA-M 0.000 abstract 1
- LWIHDJKSTIGBAC-UHFFFAOYSA-K potassium phosphate Substances [K+].[K+].[K+].[O-]P([O-])([O-])=O LWIHDJKSTIGBAC-UHFFFAOYSA-K 0.000 abstract 1
- 230000000052 comparative effect Effects 0.000 description 18
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 description 8
- 229910019142 PO4 Inorganic materials 0.000 description 7
- 239000010452 phosphate Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 5
- 230000036571 hydration Effects 0.000 description 4
- 238000006703 hydration reaction Methods 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 3
- 230000007547 defect Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 description 2
- NIPNSKYNPDTRPC-UHFFFAOYSA-N N-[2-oxo-2-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)ethyl]-2-[[3-(trifluoromethoxy)phenyl]methylamino]pyrimidine-5-carboxamide Chemical compound O=C(CNC(=O)C=1C=NC(=NC=1)NCC1=CC(=CC=C1)OC(F)(F)F)N1CC2=C(CC1)NN=N2 NIPNSKYNPDTRPC-UHFFFAOYSA-N 0.000 description 2
- WCUXLLCKKVVCTQ-UHFFFAOYSA-M Potassium chloride Chemical compound [Cl-].[K+] WCUXLLCKKVVCTQ-UHFFFAOYSA-M 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- YQRTZUSEPDULET-UHFFFAOYSA-K magnesium;potassium;phosphate Chemical compound [Mg+2].[K+].[O-]P([O-])([O-])=O YQRTZUSEPDULET-UHFFFAOYSA-K 0.000 description 2
- 239000002736 nonionic surfactant Substances 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- BWHMMNNQKKPAPP-UHFFFAOYSA-L potassium carbonate Chemical compound [K+].[K+].[O-]C([O-])=O BWHMMNNQKKPAPP-UHFFFAOYSA-L 0.000 description 2
- 229910021487 silica fume Inorganic materials 0.000 description 2
- 238000002791 soaking Methods 0.000 description 2
- 238000001238 wet grinding Methods 0.000 description 2
- QGZKDVFQNNGYKY-UHFFFAOYSA-O Ammonium Chemical compound [NH4+] QGZKDVFQNNGYKY-UHFFFAOYSA-O 0.000 description 1
- 239000010754 BS 2869 Class F Substances 0.000 description 1
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- UFHFLCQGNIYNRP-UHFFFAOYSA-N Hydrogen Chemical compound [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 description 1
- 239000011149 active material Substances 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000001110 calcium chloride Substances 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- -1 phosphorus Aluminate Chemical class 0.000 description 1
- 229910000027 potassium carbonate Inorganic materials 0.000 description 1
- 239000001103 potassium chloride Substances 0.000 description 1
- 235000011164 potassium chloride Nutrition 0.000 description 1
- 239000011253 protective coating Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000004094 surface-active agent Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- WESIJKDWGUWFEP-UHFFFAOYSA-H trimagnesium;diphosphate;hydrate Chemical compound O.[Mg+2].[Mg+2].[Mg+2].[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O WESIJKDWGUWFEP-UHFFFAOYSA-H 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
- C04B28/34—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 cold phosphate binders
- C04B28/344—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 cold phosphate binders the phosphate binder being present in the starting composition solely as one or more phosphates
-
- 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
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/06—Combustion residues, e.g. purification products of smoke, fumes or exhaust gases
- C04B18/08—Flue dust, i.e. fly ash
-
- 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
- C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators or shrinkage compensating agents
- C04B22/0013—Boron compounds
-
- 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
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/12—Nitrogen containing compounds organic derivatives of hydrazine
- C04B24/122—Hydroxy amines
-
- 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
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/26—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
- C04B24/2623—Polyvinylalcohols; Polyvinylacetates
-
- 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
-
- 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
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- 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
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Inorganic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Combustion & Propulsion (AREA)
- Civil Engineering (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
技术领域technical field
本发明属于建筑材料技术领域,具体涉及一种早强型磷酸镁水泥修补材料及其制备方法。The invention belongs to the technical field of building materials, and in particular relates to an early-strength magnesium phosphate cement repair material and a preparation method thereof.
背景技术Background technique
磷酸镁水泥一般以磷酸盐、重烧氧化镁、缓凝剂为主要组分,具有快凝、早强和低收缩的特点,常作为修补材料用于高速公路、桥梁等工程的快速修复,近年来也有医学领域的应用。Magnesium phosphate cement generally uses phosphate, dead-burned magnesia, and retarder as the main components. It has the characteristics of fast setting, early strength and low shrinkage. It is often used as a repair material for the rapid repair of highways, bridges and other projects. In recent years There are also applications in the medical field.
磷酸镁水泥具有快硬早强特性,水灰比越低的其抗压强度越高,氧化镁和磷酸盐摩尔比也会影响水化过程及产物,磷酸盐的品种会影响水化产物及结构,粉煤灰、膨润土等的掺入也会影响磷酸盐水泥的水化。由于其优良的粘接性,被开发出作为钢筋锚固胶、钢筋保护涂层等新用途。Magnesium phosphate cement has the characteristics of rapid hardening and early strength. The lower the water-cement ratio, the higher the compressive strength. The molar ratio of magnesium oxide and phosphate will also affect the hydration process and products. The type of phosphate will affect the hydration products and structure. , The addition of fly ash, bentonite, etc. will also affect the hydration of phosphate cement. Due to its excellent adhesion, it has been developed as a new application such as steel anchor glue and steel protective coating.
由于磷酸盐水泥这种修补材料凝结时间较快,基于工程实际的工作性要求,大多引入缓凝剂如硼砂等使得其凝结时间在一定范围内可调。根据实际性能要求,也会对磷酸镁水泥进行改性,譬如掺入硅灰提高抗渗性、加入钢渣改善后期强度、掺入玻璃微珠强化流动性、引入纤维强化粘结力等。Due to the fast setting time of repair materials such as phosphate cement, based on the actual workability requirements of the project, most of them introduce retarders such as borax to make the setting time adjustable within a certain range. According to actual performance requirements, magnesium phosphate cement will also be modified, such as adding silica fume to improve impermeability, adding steel slag to improve later strength, adding glass beads to enhance fluidity, and introducing fibers to strengthen cohesion, etc.
2022年4月29日公开的公布号为CN114409371A的专利公布了一种耐水型磷酸盐水泥基修补材料,该专利公布的材料由如下原材料制备而成:改性氧化镁、磷酸二氢钾、磷铝酸盐水泥、硅灰、氯化钾、外加剂,是一种耐水型磷酸盐水泥基修补材料,可应用于长期潮湿环境及沿海环境中建筑物的快速修复,具有早强、高强和良好的水稳定性。改性氧化镁按照以下步骤进行制备:(1)在湿式球磨机中加入乙醇,再将氯化钙、碳酸钾和三乙醇胺按重量份1:1:20-200加入湿式球磨机中混合均匀,固液比为10-50%;(2)湿磨后离心过滤得浆料,湿磨过程中采用水冷或液氮方式控制球磨机外壁温度≤50℃;(3)将氧化镁与浆料按质量份1:50充分混合后造粒,得到改性氧化镁;其中,氧化镁为重烧氧化镁破碎而成,比表面积为238-322m2/kg。The patent with the publication number CN114409371A published on April 29, 2022 discloses a water-resistant phosphate cement-based repair material. The material disclosed in the patent is prepared from the following raw materials: modified magnesium oxide, potassium dihydrogen phosphate, phosphorus Aluminate cement, silica fume, potassium chloride, and admixture are water-resistant phosphate cement-based repair materials, which can be applied to the rapid repair of buildings in long-term humid environments and coastal environments. They have early strength, high strength and good water stability. The modified magnesium oxide is prepared according to the following steps: (1) Add ethanol to the wet ball mill, then add calcium chloride, potassium carbonate and triethanolamine to the wet ball mill in parts by weight 1:1:20-200 and mix evenly, solid-liquid The ratio is 10-50%; (2) The slurry is obtained by centrifugal filtration after wet grinding, and the temperature of the outer wall of the ball mill is controlled by water cooling or liquid nitrogen during the wet grinding process; (3) Magnesium oxide and slurry are mixed in parts by mass :50 is fully mixed and granulated to obtain modified magnesium oxide; wherein, the magnesium oxide is crushed from dead-burned magnesium oxide, and the specific surface area is 238-322m 2 /kg.
2021年7月23日公开的公布号为CN113149491A的专利公布了一种高耐水磷酸镁钾修复材料及制备方法,其制备原料包括:氧化镁、磷酸二氢钾、硼砂、水、乳胶粉。制备方法为按照重量组分取氧化镁、磷酸二氢钾、硼砂和乳胶粉置于水泥胶砂搅拌机,搅拌混合均匀,得到混合粉料;将水加入到混合粉料中,搅拌后装入模具中一定时间,15-20min后脱模即得到所述高耐水磷酸镁钾修复材料。该发明具有较好的耐水性,在一定程度上改善了磷酸盐水泥不耐水的天然缺陷。The patent with the publication number CN113149491A published on July 23, 2021 discloses a high water-resistant magnesium potassium phosphate repair material and its preparation method. The preparation raw materials include: magnesium oxide, potassium dihydrogen phosphate, borax, water, and latex powder. The preparation method is to take magnesium oxide, potassium dihydrogen phosphate, borax and latex powder according to the weight components and place them in a cement mortar mixer, stir and mix evenly to obtain a mixed powder; add water to the mixed powder, stir and put it into a mold After a certain period of time, after 15-20 minutes, the mold is demoulded to obtain the high water-resistant magnesium potassium phosphate repair material. The invention has better water resistance, and improves the natural defect of phosphate cement not being water resistant to a certain extent.
由于其快硬早强特性,磷酸镁水泥在特殊工程场景里具有相当大的开发潜力,而不耐水这一天然缺陷在一定程度上限制了其在工程上的应用。Due to its rapid hardening and early strength characteristics, magnesium phosphate cement has considerable development potential in special engineering scenarios, but the natural defect of water resistance limits its application in engineering to a certain extent.
近些年关于磷酸镁水泥修补材料的技术多聚焦在改善其耐水性方面,但以往研究或多或少都存在缺陷,上述技术或是在成熟的磷酸镁水泥体系内引入掺合料或者表面活性剂,通过增大硬化浆体密实度的办法提高耐水性;或是加入高分子聚合物来改善表面性能,降低材料表面浸润性。单纯引入掺合料或者表面活性剂的技术对磷酸镁水泥的强度无影响,但其耐水性的提升不够大,长期遇水侵蚀的环境下依然会遭到结构性破坏;单纯加入高分子聚合物来改善表面性能的技术可以大幅度提升磷酸镁水泥的耐水性,但这一技术会使得以磷酸二氢钾和氧化镁为胶凝材料的磷酸镁水泥强度降低。In recent years, the technology of magnesium phosphate cement repair materials has mostly focused on improving its water resistance, but there are more or less defects in previous studies. The above-mentioned technologies either introduce admixtures or surface active materials into the mature magnesium phosphate cement system. Adding agent to improve water resistance by increasing the density of the hardened slurry; or adding high molecular polymers to improve the surface properties and reduce the wettability of the material surface. The technology of simply introducing admixtures or surfactants has no effect on the strength of magnesium phosphate cement, but its water resistance is not improved enough, and it will still be structurally damaged in a long-term water erosion environment; simply adding polymers The technology to improve the surface properties can greatly improve the water resistance of magnesium phosphate cement, but this technology will reduce the strength of magnesium phosphate cement with potassium dihydrogen phosphate and magnesium oxide as cementitious materials.
发明内容Contents of the invention
本发明的目的在于提供一种早强型磷酸镁水泥修补材料及其制备方法,能够制备具有较高早期强度的磷酸镁水泥,同时提高其耐水性保证其强度不损失,且具有较低的孔隙率。The object of the present invention is to provide a kind of early-strength magnesium phosphate cement repair material and its preparation method, which can prepare magnesium phosphate cement with higher early strength, improve its water resistance at the same time, ensure that its strength does not lose, and have lower porosity Rate.
本发明具体技术方案如下:Concrete technical scheme of the present invention is as follows:
一种早强型磷酸镁水泥修补材料,包括以下质量份原料:An early-strength magnesium phosphate cement repair material, comprising the following raw materials in parts by mass:
重烧氧化镁30-35份,磷酸二氢钾15-20份,磷酸二氢铵5-10份,硼砂2-3份,粉煤灰7-10份,可再分散乳胶粉0.5-1.5份,三乙醇胺0.02-0.05份,水15-25份。30-35 parts of dead-burned magnesium oxide, 15-20 parts of potassium dihydrogen phosphate, 5-10 parts of ammonium dihydrogen phosphate, 2-3 parts of borax, 7-10 parts of fly ash, 0.5-1.5 parts of redispersible latex powder , 0.02-0.05 parts of triethanolamine, 15-25 parts of water.
优选的,所述早强型磷酸镁水泥修补材料,包括以下质量份原料:Preferably, the early-strength magnesium phosphate cement repair material includes the following raw materials in parts by mass:
重烧氧化镁32份,磷酸二氢钾19份,磷酸二氢铵7份,硼砂3份,粉煤灰8份,可再分散乳胶粉1.5份,三乙醇胺0.05份,水17份。32 parts of dead-burned magnesium oxide, 19 parts of potassium dihydrogen phosphate, 7 parts of ammonium dihydrogen phosphate, 3 parts of borax, 8 parts of fly ash, 1.5 parts of redispersible latex powder, 0.05 parts of triethanolamine, and 17 parts of water.
所述重烧氧化镁为菱镁矿粉于1400℃以上高温煅烧制得。The dead-burned magnesia is obtained by calcining magnesite powder at a high temperature above 1400°C.
所述磷酸二氢钾为化学分析纯KH2PO4。The potassium dihydrogen phosphate is chemical analysis pure KH 2 PO 4 .
所述磷酸二氢铵为化学分析纯NH4H2PO4。The ammonium dihydrogen phosphate is chemical analysis pure NH 4 H 2 PO 4 .
所述硼砂为化学分析纯Na2B4O7·10H2O。The borax is chemical analysis pure Na 2 B 4 O 7 ·10H 2 O.
所述粉煤灰为F类一级粉煤灰。The fly ash is class F first class fly ash.
所述可再分散乳胶粉为PVA可再分散乳胶粉。The redispersible latex powder is PVA redispersible latex powder.
所述三乙醇胺为化学分析纯C6H15NO3。The triethanolamine is chemical analysis pure C 6 H 15 NO 3 .
本发明提供的一种早强型磷酸镁水泥修补材料的制备方法,包括以下步骤:A kind of preparation method of early-strength magnesium phosphate cement repair material provided by the invention comprises the following steps:
1)按照配方量取重烧氧化镁、磷酸二氢钾、磷酸二氢铵、硼砂、粉煤灰、可再分散乳胶粉,低速搅拌混合均匀,得到预拌粉料;1) According to the formula, measure dead-burned magnesium oxide, potassium dihydrogen phosphate, ammonium dihydrogen phosphate, borax, fly ash, and redispersible latex powder, stir and mix at a low speed to obtain premixed powder;
2)按照配方量取三乙醇胺和水加入搅拌机,再加入预拌粉料并开启搅拌机,搅拌均匀后,即得到磷酸镁水泥修补材料浆体;2) Take triethanolamine and water according to the formula and add them to the mixer, then add the pre-mixed powder and start the mixer, after stirring evenly, the magnesium phosphate cement repair material slurry is obtained;
3)将磷酸镁水泥修补材料浆体倒出并装入模具中,脱模,即得到所述早强型磷酸镁水泥修补材料。3) Pour out the magnesium phosphate cement repair material slurry, put it into a mold, and demould, and obtain the early-strength magnesium phosphate cement repair material.
步骤1)中所述低速搅拌,搅拌速率为140-150r/min,搅拌时间为30-45s。Stir at a low speed as described in step 1), the stirring rate is 140-150r/min, and the stirring time is 30-45s.
步骤2)中所述搅拌,搅拌速率为250-300r/min,搅拌时间为30s-45s;Stirring described in step 2), the stirring rate is 250-300r/min, and the stirring time is 30s-45s;
步骤3)中,装入模具中,15-20min后脱模。In step 3), put it into the mold and demould after 15-20min.
本发明涉及思路如下:The present invention involves thinking as follows:
本发明使用磷酸二氢钾和磷酸二氢铵在一定比例下复掺,相较于既往单用磷酸二氢钾的磷酸镁水泥修复材料,本发明具有更高的凝结硬化强度。其中掺入粉煤灰,可以填充由磷酸二氢铵反应生成的微量孔隙,保证了本修复材料的密实度。The present invention uses potassium dihydrogen phosphate and ammonium dihydrogen phosphate to compound in a certain ratio, and compared with the previous magnesium phosphate cement repair material that only uses potassium dihydrogen phosphate, the present invention has higher coagulation hardening strength. The addition of fly ash can fill the micro pores generated by the reaction of ammonium dihydrogen phosphate, ensuring the compactness of the repair material.
本发明中可再分散乳胶粉成膜后可以很好地改善磷酸镁水泥修补材料的表面浸润性,阻碍水分渗透,提高修补材料抗水性。The redispersible latex powder in the present invention can well improve the surface wettability of the magnesium phosphate cement repair material after forming a film, hinder water penetration, and improve the water resistance of the repair material.
本发明加入微量三乙醇胺提高了浆体流动性、降低硬化后修补材料的孔隙率,同时其作为非离子型表面活性剂,可以改善可再分散乳胶粉与磷酸镁水化产物之间的界面粘结性能,提高磷酸镁水泥修补材料的强度。The invention adds a small amount of triethanolamine to improve the fluidity of the slurry and reduce the porosity of the hardened repair material. At the same time, as a nonionic surfactant, it can improve the interfacial adhesion between the redispersible latex powder and the hydration product of magnesium phosphate. Bond performance, improve the strength of magnesium phosphate cement repair materials.
与现有技术相比,本发明能够在有效提高磷酸镁水泥耐水性的同时,保持其强度不损失,且具有较低的孔隙率。使用磷酸二氢钾和磷酸二氢铵复配,降低了反应的剧烈程度,增加了浆体处于流动状态下的施工时间,便于工程应用;同时相比于单使用磷酸二氢钾的体系,磷酸二氢铵和氧化镁形成强度更高的磷酸镁水化产物,材料本身相比已有技术已具有更高的强度。硼砂起到缓凝剂的作用,不仅调节凝结时间,同时粉煤灰在浆体硬化过程中填充孔隙,增大结构密实度,在提升耐水性的同时还能提升该材料的硬化后强度。可再分散乳胶粉经搅拌均匀分散在浆体各处,增大磷酸镁水泥修补材料的表面张力,使其不易润湿,极大增强了其耐水性。三乙醇胺作为非离子型表面活性剂使用,既可以增加浆体流动性、降低浆体硬化后孔隙率进而提高强度,又可以改善可再分散乳胶粉与硬化浆体的界面性能,增加界面粘结力。本发明在保证凝结时间即施工时间充足的条件下,能够制备出强度高,耐水性较好的磷酸镁水泥修补材料。Compared with the prior art, the invention can effectively improve the water resistance of the magnesium phosphate cement while maintaining its strength without loss, and has lower porosity. The combination of potassium dihydrogen phosphate and ammonium dihydrogen phosphate reduces the intensity of the reaction, increases the construction time of the slurry in a flowing state, and facilitates engineering applications; Ammonium dihydrogen and magnesium oxide form a magnesium phosphate hydrate product with higher strength, and the material itself has higher strength than the prior art. Borax acts as a setting retarder, not only adjusting the setting time, but also the fly ash fills the pores during the hardening process of the slurry, increases the structural density, and improves the water resistance and the strength of the material after hardening. The redispersible latex powder is evenly dispersed throughout the slurry after stirring, which increases the surface tension of the magnesium phosphate cement repair material, makes it difficult to wet, and greatly enhances its water resistance. Triethanolamine is used as a non-ionic surfactant, which can not only increase the fluidity of the slurry, reduce the porosity of the slurry after hardening, and then increase the strength, but also improve the interface properties between the redispersible latex powder and the hardened slurry, and increase the interface bonding. force. The invention can prepare the magnesium phosphate cement repair material with high strength and good water resistance under the condition that the setting time is ensured, that is, the construction time is sufficient.
具体实施方式detailed description
下面结合实施例对本发明进行进一步说明。The present invention is further described below in conjunction with embodiment.
实施例1Example 1
一种早强型磷酸镁水泥修补材料,包括以下质量份原料:An early-strength magnesium phosphate cement repair material, comprising the following raw materials in parts by mass:
重烧氧化镁32份,磷酸二氢钾19份,磷酸二氢铵7份,硼砂3份,粉煤灰8份,可再分散乳胶粉1.5份,三乙醇胺0.05份,水17份。32 parts of dead-burned magnesium oxide, 19 parts of potassium dihydrogen phosphate, 7 parts of ammonium dihydrogen phosphate, 3 parts of borax, 8 parts of fly ash, 1.5 parts of redispersible latex powder, 0.05 parts of triethanolamine, and 17 parts of water.
实施例2Example 2
一种早强型磷酸镁水泥修补材料,包括以下质量份原料:An early-strength magnesium phosphate cement repair material, comprising the following raw materials in parts by mass:
重烧氧化镁30份,磷酸二氢钾15份,磷酸二氢铵5份,硼砂2份,粉煤灰7份,可再分散乳胶粉0.5份,三乙醇胺0.02份,水15份。30 parts of dead-burned magnesium oxide, 15 parts of potassium dihydrogen phosphate, 5 parts of ammonium dihydrogen phosphate, 2 parts of borax, 7 parts of fly ash, 0.5 part of redispersible latex powder, 0.02 part of triethanolamine, and 15 parts of water.
实施例3Example 3
一种早强型磷酸镁水泥修补材料,包括以下质量份原料:An early-strength magnesium phosphate cement repair material, comprising the following raw materials in parts by mass:
重烧氧化镁35份,磷酸二氢钾20份,磷酸二氢铵10份,硼砂3份,粉煤灰10份,可再分散乳胶粉1.5份,三乙醇胺0.05份,水25份。35 parts of dead-burned magnesium oxide, 20 parts of potassium dihydrogen phosphate, 10 parts of ammonium dihydrogen phosphate, 3 parts of borax, 10 parts of fly ash, 1.5 parts of redispersible latex powder, 0.05 parts of triethanolamine, and 25 parts of water.
实施例4Example 4
一种早强型磷酸镁水泥修补材料,包括以下质量份原料:An early-strength magnesium phosphate cement repair material, comprising the following raw materials in parts by mass:
重烧氧化镁34份,磷酸二氢钾16份,磷酸二氢铵6份,硼砂2.5份,粉煤灰9份,可再分散乳胶粉0.8份,三乙醇胺0.03份,水21份。34 parts of dead-burned magnesium oxide, 16 parts of potassium dihydrogen phosphate, 6 parts of ammonium dihydrogen phosphate, 2.5 parts of borax, 9 parts of fly ash, 0.8 parts of redispersible latex powder, 0.03 parts of triethanolamine, and 21 parts of water.
实施例5Example 5
一种早强型磷酸镁水泥修补材料,包括以下质量份原料:An early-strength magnesium phosphate cement repair material, comprising the following raw materials in parts by mass:
重烧氧化镁30份,磷酸二氢钾20份,磷酸二氢铵10份,硼砂2.5份,粉煤灰8份,可再分散乳胶粉1.3份,三乙醇胺0.04份,水20份。30 parts of dead-burned magnesium oxide, 20 parts of potassium dihydrogen phosphate, 10 parts of ammonium dihydrogen phosphate, 2.5 parts of borax, 8 parts of fly ash, 1.3 parts of redispersible latex powder, 0.04 parts of triethanolamine, and 20 parts of water.
对比例1Comparative example 1
一种磷酸镁水泥修补材料,包括以下质量份原料:A magnesium phosphate cement repair material, comprising the following raw materials in parts by mass:
对比例1与实施例1的差别仅在于,对比例1中未使用粉煤灰,其余组分与实施例1相一致,即,对比例1按重量份数计,包括以下组分:The difference between Comparative Example 1 and Example 1 is only that no fly ash is used in Comparative Example 1, and all the other components are consistent with Example 1, that is, Comparative Example 1 includes the following components in parts by weight:
重烧氧化镁32份,磷酸二氢钾19份,磷酸二氢铵7份,硼砂3份,可再分散乳胶粉1.5份,三乙醇胺0.05份,水17份。32 parts of dead-burned magnesium oxide, 19 parts of potassium dihydrogen phosphate, 7 parts of ammonium dihydrogen phosphate, 3 parts of borax, 1.5 parts of redispersible latex powder, 0.05 part of triethanolamine, and 17 parts of water.
对比例2Comparative example 2
一种磷酸镁水泥修补材料,包括以下质量份原料:A magnesium phosphate cement repair material, comprising the following raw materials in parts by mass:
对比例2与实施例1的差别仅在于,对比例1中未使用可再分散乳胶粉与粉煤灰,其余组分与实施例1相一致,即,对比例2按重量份数计,包括以下组分:The difference between Comparative Example 2 and Example 1 is only that redispersible latex powder and fly ash are not used in Comparative Example 1, and all the other components are consistent with Example 1, that is, Comparative Example 2 is calculated in parts by weight, including The following components:
重烧氧化镁32份,磷酸二氢钾19份,磷酸二氢铵7份,硼砂3份,三乙醇胺0.05份,水17份。32 parts of dead-burned magnesium oxide, 19 parts of potassium dihydrogen phosphate, 7 parts of ammonium dihydrogen phosphate, 3 parts of borax, 0.05 part of triethanolamine, and 17 parts of water.
对比例3Comparative example 3
一种磷酸镁水泥修补材料,包括以下质量份原料:A magnesium phosphate cement repair material, comprising the following raw materials in parts by mass:
对比例3与实施例1的差别仅在于,对比例1中将磷酸二氢铵使用相同摩尔量的磷酸二氢钾代替,其余组分与实施例1相一致,按重量份数计,包括以下组分:The difference between Comparative Example 3 and Example 1 is that in Comparative Example 1, ammonium dihydrogen phosphate is replaced by potassium dihydrogen phosphate of the same molar amount, and the rest of the components are consistent with Example 1, in parts by weight, including the following Components:
重烧氧化镁32份,磷酸二氢钾27份,硼砂3份,粉煤灰8份,可再分散乳胶粉1.5份,三乙醇胺0.05份,水17份。32 parts of dead-burned magnesium oxide, 27 parts of potassium dihydrogen phosphate, 3 parts of borax, 8 parts of fly ash, 1.5 parts of redispersible latex powder, 0.05 parts of triethanolamine, and 17 parts of water.
以上实施例1-5与对比例1-3磷酸镁水泥修补材料的制备方法,包括以下步骤:The preparation method of above embodiment 1-5 and comparative example 1-3 magnesium phosphate cement repair material may further comprise the steps:
1)按照配方量称取除三乙醇胺和水以外的各粉体组分后置于水泥胶砂搅拌机,低速搅拌混合均匀,搅拌速率为140r/min,搅拌时间为35s,得到预拌粉料;1) Weigh each powder component except triethanolamine and water according to the formula quantity, and then put it in a cement mortar mixer, stir and mix evenly at a low speed, the stirring speed is 140r/min, and the stirring time is 35s, to obtain the ready-mixed powder;
2)按照重量份数称取三乙醇胺和水,一同加入预拌粉料后开启搅拌机,搅拌速率为285r/min,经40s搅拌均匀后将其倒出并装入模具中,18min后脱模得到试块。2) Weigh triethanolamine and water according to the parts by weight, add the pre-mixed powder together and start the mixer at a stirring rate of 285r/min, pour it out after 40s of stirring evenly and put it into the mold, demould after 18min to obtain test block.
对实施例1-5的早强型磷酸镁水泥修补材料、对比例1-3的磷酸镁水泥修补材料进行不同龄期的抗压强度以及水中浸泡28d后抗压强度试验,按照GB/T 17671-2021水泥胶砂强度检验方法(ISO法)进行,测试结果如表1所示。The early-strength magnesium phosphate cement repair material of embodiment 1-5, the magnesium phosphate cement repair material of comparative example 1-3 carry out the compressive strength of different ages and compressive strength test after soaking in water for 28d, according to GB/T 17671 -2021 cement mortar strength test method (ISO method), the test results are shown in Table 1.
表1各实施例和对比例抗压强度测试结果Each embodiment of table 1 and comparative example compressive strength test result
从表1数据中可以明显看出,本发明提供的一种早强型磷酸镁水泥修补材料在2h已经有了较高的抗压强度,具有良好的早强特性,同时在3d、7d、28d各龄期均能保证较高的抗压强度,在水中浸泡28d后,抗压强度显著高于对比例,具有良好的耐水性。As can be clearly seen from the data in Table 1, a kind of early-strength type magnesium phosphate cement repair material provided by the present invention has had higher compressive strength in 2h, has good early-strength characteristic, simultaneously in 3d, 7d, 28d All ages can guarantee high compressive strength, and after soaking in water for 28 days, the compressive strength is significantly higher than that of the comparative example, and has good water resistance.
通过实施例1和对比例1的抗压强度数据来看,粉煤灰不仅可以提升修补材料耐水性,同时可以提升修补材料的抗压强度。通过实施例1和对比例2的抗压强度数据来看,可再分散乳胶粉对强度的影响忽略不计,但其可以显著提升修补材料的耐水性。通过实施例1和对比例3的抗压强度数据来看,磷酸二氢钾与磷酸二氢铵复配制成的磷酸镁水泥修补材料其强度要大于单用磷酸二氢钾制备的磷酸镁水泥修补材料。Judging from the compressive strength data of Example 1 and Comparative Example 1, fly ash can not only improve the water resistance of the repair material, but also improve the compressive strength of the repair material. According to the compressive strength data of Example 1 and Comparative Example 2, the impact of redispersible latex powder on strength is negligible, but it can significantly improve the water resistance of repair materials. According to the compressive strength data of Example 1 and Comparative Example 3, the strength of the magnesium phosphate cement repair material compounded by potassium dihydrogen phosphate and ammonium dihydrogen phosphate is greater than that of the magnesium phosphate cement repair prepared by potassium dihydrogen phosphate alone Material.
上述实施例为本发明较佳的实施方式,但本发明的实施方式并不受上述实施例的限制,其它的任何未背离本发明的精神实质与原理下所作的改变、修饰、替代、组合、简化,均应为等效的置换方式,都包含在本发明的保护范围之内。The above-mentioned embodiment is a preferred embodiment of the present invention, but the embodiment of the present invention is not limited by the above-mentioned embodiment, and any other changes, modifications, substitutions, combinations, Simplifications should be equivalent replacement methods, and all are included in the protection scope of the present invention.
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Application publication date: 20221223 |