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CN105819719B - A kind of enhanced geo-polymer and preparation method thereof - Google Patents

A kind of enhanced geo-polymer and preparation method thereof Download PDF

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CN105819719B
CN105819719B CN201610141817.XA CN201610141817A CN105819719B CN 105819719 B CN105819719 B CN 105819719B CN 201610141817 A CN201610141817 A CN 201610141817A CN 105819719 B CN105819719 B CN 105819719B
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phosphate
geopolymer
metakaolin
polymer
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CN105819719A (en
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杜飞鹏
谢岁岁
李晶晶
胡双峰
张云飞
蒋灿
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Hebei Guorong Technology Co ltd
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Wuhan Institute of Technology
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B7/00Hydraulic cements
    • C04B7/24Cements from oil shales, residues or waste other than slag
    • C04B7/243Mixtures thereof with activators or composition-correcting additives, e.g. mixtures of fly ash and alkali activators
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B12/00Cements not provided for in groups C04B7/00 - C04B11/00
    • C04B12/005Geopolymer cements, e.g. reaction products of aluminosilicates with alkali metal hydroxides or silicates
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding

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  • General Life Sciences & Earth Sciences (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)
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Abstract

本发明提供了一种增强型地质聚合物及其制备方法,采用磷酸盐和或多聚磷酸盐、偏高领土、粉煤灰、水玻璃、碱性化合物、二氧化硅、水等原料,按其重量份数共混,将所述原料研磨混合成均匀浆料,将浆料注入模具,在常温或低温(20‑80℃)下养护得到产品。本发明所述的配方和制备方法得到的地质聚合物产品,耐高温、耐化学品,且具有优异的力学性能,其抗压强度达到150MPa以上,满足建筑材料、高温涂层的使用要求。本发明中的高强度地聚物制备方法与传统建筑材料生产工艺相比,具有工艺简单、节约能源、保护环境、成本低、易于操作等优点。The invention provides an enhanced geopolymer and a preparation method thereof, which uses raw materials such as phosphate and/or polyphosphate, higher levels, fly ash, water glass, alkaline compounds, silicon dioxide, water, etc., according to The parts by weight are blended, the raw materials are ground and mixed into a uniform slurry, the slurry is injected into a mold, and the product is obtained by curing at normal temperature or low temperature (20-80°C). The geopolymer product obtained by the formula and preparation method of the invention is resistant to high temperature and chemicals, has excellent mechanical properties, and its compressive strength reaches more than 150 MPa, meeting the requirements for use of building materials and high-temperature coatings. Compared with the traditional building material production process, the high-strength geopolymer preparation method of the present invention has the advantages of simple process, energy saving, environmental protection, low cost, easy operation and the like.

Description

一种增强型地质聚合物及其制备方法A kind of reinforced geopolymer and its preparation method

技术领域technical field

本发明涉及一种增强型地质聚合物及其制备方法,属于无机非金属胶凝材料领域。The invention relates to a reinforced geopolymer and a preparation method thereof, and belongs to the field of inorganic non-metal gelling materials.

背景技术Background technique

地质聚合物是近年来国际上研究非常活跃的无机非金属材料之一。它是以粘土、工业废渣或矿渣等为主要原料,碱或酸为激发剂,经适当的工艺处理,在较低温度条件下通过化学反应得到的一类新型无机聚合物材料。地质聚合物具有强度高、硬化快、耐酸碱腐蚀等优于普通硅酸盐水泥的独特性能,同时具有材料丰富、价格低廉、节约能源等优点,因此引起了国内外材料专家的极大兴趣。Geopolymer is one of the inorganic non-metallic materials that has been studied very actively in the world in recent years. It is a new type of inorganic polymer material obtained by chemical reaction at relatively low temperature with clay, industrial waste residue or slag as the main raw material and alkali or acid as the activator. Geopolymers have unique properties superior to ordinary Portland cement, such as high strength, fast hardening, and acid and alkali corrosion resistance. At the same time, they have the advantages of abundant materials, low prices, and energy saving, which has aroused great interest from domestic and foreign material experts. .

地质聚合物的成型原理主要是碱性激发剂激发硅铝源材料,引起硅氧键和铝氧键的断裂-重组,形成无机链式结构,类似于高分子聚合反应形成链式结构。地质聚合物的聚合反应如下:在碱激发剂作用下,硅铝源材料中的SiO2和Al2O3共价键破坏断裂,形成类似有机高分子单体的低聚硅氧四面体和铝氧四面体;然后再进行一个缩聚的过程,这些低聚氧四面体和铝氧四面体以水为介质,重新组合,排出多余的水,成新的Si-O-Al的网络结构体系。地质聚合物的三维网络结构由硅氧四面体和铝氧四面体共用桥氧键连接而成,这种三维氧化物网络结构决定了它的优良性能,从而决定了它的多用途。The formation principle of geopolymer is mainly that the basic activator excites the silicon-aluminum source material, causing the break-recombination of the silicon-oxygen bond and the aluminum-oxygen bond to form an inorganic chain structure, which is similar to the formation of a chain structure by polymer polymerization. The polymerization reaction of geopolymer is as follows: under the action of alkali activator, the SiO 2 and Al 2 O 3 covalent bonds in the silicon-aluminum source material are broken and broken, forming oligomeric silicon-oxygen tetrahedron and aluminum Oxygen tetrahedron; and then a polycondensation process, these oligomeric oxygen tetrahedrons and aluminum oxide tetrahedrons use water as the medium to recombine, discharge excess water, and form a new Si-O-Al network structure system. The three-dimensional network structure of geopolymer is composed of silicon-oxygen tetrahedrons and aluminum-oxygen tetrahedrons sharing bridge-oxygen bonds. This three-dimensional oxide network structure determines its excellent performance and thus its multi-purpose.

而目前,地质聚合物材料的抗压强度在100MPa以下,需要借助其他增强剂来对地质聚合物进行增强作用。而其他增强剂的添加,既增加了成本,又使加工工艺复杂化。At present, the compressive strength of geopolymer materials is below 100 MPa, and other reinforcing agents are needed to strengthen geopolymers. The addition of other reinforcing agents not only increases the cost, but also complicates the processing technology.

发明内容Contents of the invention

本发明所要解决的技术问题是针对上述现有技术存在的不足而提供一种增强型地质聚合物及其制备方法,该地质聚合物在不超过100℃的条件下形成,且具有很高的强度。The technical problem to be solved by the present invention is to provide a reinforced geopolymer and its preparation method in view of the above-mentioned deficiencies in the prior art. The geopolymer is formed at a temperature not exceeding 100°C and has high strength .

本发明为解决上述提出的问题所采用的技术方案为:The technical scheme that the present invention adopts for solving the above-mentioned problem is:

一种增强型地质聚合物,其原料按重量份数计包括:、偏高岭土10-80份、粉煤灰0-40份、水玻璃10-80份、碱性化合物5-30份、二氧化硅0-50份、水5-30份、磷酸盐和或多聚磷酸盐0.1-2份。An enhanced geopolymer, the raw materials of which include, in parts by weight, 10-80 parts of metakaolin, 0-40 parts of fly ash, 10-80 parts of water glass, 5-30 parts of basic compounds, carbon dioxide 0-50 parts of silicon, 5-30 parts of water, 0.1-2 parts of phosphate and/or polyphosphate.

按上述方案,所述磷酸盐为磷酸二氢钠、磷酸二氢钾、磷酸铝等中的一种或几种按任意比例的混合物。According to the above scheme, the phosphate is one or more mixtures in arbitrary proportions among sodium dihydrogen phosphate, potassium dihydrogen phosphate, aluminum phosphate, etc.

按上述方案,所述多聚磷酸盐为三聚磷酸钠及三聚磷酸铝等中的一种或几种按任意比例的混合物。According to the above scheme, the polyphosphate is a mixture of one or more of sodium tripolyphosphate and aluminum tripolyphosphate in any proportion.

按上述方案,所述偏高岭土、粉煤灰、二氧化硅的粒径均不超过250目。优选地,所述偏高岭土、粉煤灰、二氧化硅的粒径在250~8000目范围内。According to the above scheme, the particle diameters of the metakaolin, fly ash and silicon dioxide are all no more than 250 mesh. Preferably, the particle diameters of the metakaolin, fly ash and silicon dioxide are in the range of 250-8000 mesh.

按上述方案,所述水玻璃涵盖GB/T 4209-1996《工业水玻璃》中多种型号,通常模数为1~4,可选自液-1水玻璃(模数3.5-3.7),液-2水玻璃(模数3.1-3.4),液-3水玻璃(模数2.6-2.9),液-4水玻璃(模数2.2-2.5)等中的一种。According to the above scheme, the water glass covers a variety of models in GB/T 4209-1996 "Industrial Water Glass", usually with a modulus of 1 to 4, which can be selected from liquid-1 water glass (modulus 3.5-3.7), liquid One of -2 water glass (modulus 3.1-3.4), liquid-3 water glass (modulus 2.6-2.9), liquid-4 water glass (modulus 2.2-2.5), etc.

按上述方案,所述碱性化合物为氢氧化钠、氢氧化钾及碳酸钠等中的一种。According to the scheme, the basic compound is one of sodium hydroxide, potassium hydroxide and sodium carbonate.

上述增强型地质聚合物的制备方法,将上述原料搅拌均匀成为浆料后养护成型,即可得到增强型地质聚合物。In the preparation method of the above-mentioned enhanced geopolymer, the above-mentioned raw materials are stirred evenly to form a slurry, and then cured and shaped to obtain the enhanced geopolymer.

上述增强型地质聚合物的制备方法,具体包括如下步骤:The preparation method of above-mentioned reinforced geopolymer specifically comprises the steps:

(1)按重量份数计,准备原料磷酸盐和或多聚磷酸盐0.1-2份、偏高岭土10-80份、粉煤灰0-40份、水玻璃10-80份、碱性化合物5-30份、二氧化硅0-50份、水5-30份;(1) In parts by weight, prepare 0.1-2 parts of raw material phosphate and or polyphosphate, 10-80 parts of metakaolin, 0-40 parts of fly ash, 10-80 parts of water glass, 5 parts of basic compound -30 parts, 0-50 parts of silicon dioxide, 5-30 parts of water;

(2)将步骤(1)准备好的水玻璃和碱性化合物混合均匀,然后静置得到碱激发剂;(2) mixing the water glass prepared in step (1) with the basic compound, then leaving it to stand to obtain the alkali activator;

(3)将步骤(1)准备好的磷酸盐和或多聚磷酸盐,以及偏高岭土、粉煤灰及二氧化硅混合均匀(当步骤(1)中粉煤灰和或二氧化硅的用量为0时,即此步骤中无需添加粉煤灰和或二氧化硅),向其中加入步骤(2)得到的碱激发剂研磨混合,同时加入步骤(1)准备好的水混匀,得到均匀浆料;(3) phosphate and or polyphosphate prepared in step (1), and metakaolin, fly ash and silicon dioxide are mixed evenly (when the consumption of fly ash and or silicon dioxide in step (1) When it is 0, that is, there is no need to add fly ash and or silicon dioxide in this step), the alkali activator obtained in step (2) is added to grind and mix, and the water prepared in step (1) is added and mixed evenly to obtain a uniform slurry;

(4)将步骤(3)所得均匀浆料注入模具,在20-80℃下密封反应2-15天,即可得到增强型地质聚合物。(4) Inject the homogeneous slurry obtained in step (3) into a mold, seal and react at 20-80° C. for 2-15 days to obtain the reinforced geopolymer.

按上述方案,步骤(2)中混合时采用搅拌和或超声,至混合均匀即可According to the above scheme, use stirring and or ultrasound when mixing in step (2) until the mixture is uniform

按上述方案,步骤(2)中静置的时间1-2天。According to the above scheme, the time of standing in step (2) is 1-2 days.

本发明利用磷酸盐或多聚磷酸盐水解产生H+,促进水玻璃快速水解生成更多的氢氧根离子,进而促进偏高岭土中的氧化铝和二氧化硅的结构解体,使Si-O和Al-O共价键被破坏断裂,解离出[SiO4]4-和[AlO4]5-等离子团,然后在水和碱作用下重新聚合,形成Si-O-Al-O空间网络结构。更重要的是,释放出H+的磷酸盐或多聚磷酸盐生成一种水不溶的复盐,从而将游离的碱金属离子包裹固定住,这种复盐成为第二相,均匀的分布在该地质聚合物中,增强了地质聚合物的力学性能,而且使地质聚合物具有更好的耐化学品性质。The invention utilizes phosphate or polyphosphate to hydrolyze to generate H + , promotes rapid hydrolysis of water glass to generate more hydroxide ions, and then promotes the disintegration of alumina and silica in metakaolin, so that Si-O and The Al-O covalent bond is broken and broken, and the [SiO 4 ] 4- and [AlO 4 ] 5- plasma groups are dissociated, and then repolymerized under the action of water and alkali to form a Si-O-Al-O space network structure . More importantly, the phosphate or polyphosphate that releases H + forms a water-insoluble double salt, thereby wrapping and fixing the free alkali metal ions. This double salt becomes the second phase and is evenly distributed in the In the geopolymer, the mechanical properties of the geopolymer are enhanced, and the geopolymer has better chemical resistance.

与现有技术相比,本发明的有益效果是:Compared with prior art, the beneficial effect of the present invention is:

1)本发明所述增强型地质聚合物中,由于磷酸盐或多聚磷酸盐水解产生的第二相,以微、纳米尺度均匀分散在地质聚合物中,增强了地质聚合物的力学性能,其抗压强度达到了150MPa以上。1) In the reinforced geopolymer of the present invention, the second phase produced by the hydrolysis of phosphate or polyphosphate is uniformly dispersed in the geopolymer on a micro-nano scale, which enhances the mechanical properties of the geopolymer, Its compressive strength has reached above 150MPa.

2)本发明所述增强型地质聚合物的制备方法,由于磷酸盐或多聚磷酸盐的水解催化作用,加速了偏高领土和粉煤灰中的硅氧和铝氧结构的破坏,形成硅-氧-铝的链式无机聚合物结构,因此,成型速度快,在常温或20~80℃下养护2-15天即可成型。2) The preparation method of the reinforced geopolymer of the present invention accelerates the destruction of the silicon-oxygen and aluminum-oxygen structures in the high territory and fly ash due to the hydrolysis catalysis of phosphate or polyphosphate, forming silicon -Oxygen-aluminum chain inorganic polymer structure, so the molding speed is fast, and it can be molded after 2-15 days of curing at room temperature or 20-80°C.

3)本发明所述的配方和制备方法得到的地质聚合物产品,耐高温、耐化学品,且具有优异的力学性能,其抗压强度达到150MPa以上,满足建筑材料、高温涂层的使用要求。本发明中的高强度地聚物制备方法与传统建筑材料生产工艺相比,具有工艺简单、节约能源、保护环境、成本低、易于操作等优点。3) The geopolymer product obtained by the formula and preparation method of the present invention is high temperature resistant, chemical resistant, and has excellent mechanical properties, and its compressive strength reaches more than 150MPa, which meets the requirements of building materials and high temperature coatings . Compared with the traditional building material production process, the high-strength geopolymer preparation method of the present invention has the advantages of simple process, energy saving, environmental protection, low cost, easy operation and the like.

附图说明Description of drawings

图1为实施例1制备的增强型地质聚合物的扫描电镜图。FIG. 1 is a scanning electron micrograph of the reinforced geopolymer prepared in Example 1.

具体实施方式Detailed ways

为了更好地理解本发明,下面结合实例进一步阐明本发明的内容,但本发明不仅仅局限于下面的实施例。In order to better understand the present invention, the content of the present invention is further illustrated below in conjunction with examples, but the present invention is not limited only to the following examples.

实施例1Example 1

一种增强型地质聚合物,其原料按重量份数计包括:三聚磷酸钠0.1份、2000目偏高岭土10份、液-2水玻璃(模数3.1-3.4)10份、氢氧化钠5份、水5份。A reinforced geopolymer, the raw materials of which include by weight parts: 0.1 part of sodium tripolyphosphate, 10 parts of 2000 mesh metakaolin, 10 parts of liquid-2 water glass (modulus 3.1-3.4), 5 parts of sodium hydroxide 5 parts, water 5 parts.

上述增强型地质聚合物的制备方法,具体包括如下步骤:The preparation method of above-mentioned reinforced geopolymer specifically comprises the steps:

(1)按重量份数计,准备原料三聚磷酸钠0.1份、2000目偏高岭土10份、液-2水玻璃(模数3.1-3.4)10份、氢氧化钠5份、水5份;(1) In parts by weight, prepare 0.1 parts of sodium tripolyphosphate, 10 parts of 2000 mesh metakaolin, 10 parts of liquid-2 water glass (modulus 3.1-3.4), 5 parts of sodium hydroxide, and 5 parts of water;

(2)将步骤(1)准备好的水玻璃和氢氧化钠混合,搅拌后超声,然后静置24h,得到碱激发剂;(2) Mix the water glass prepared in step (1) with sodium hydroxide, stir and ultrasonically, then leave it for 24 hours to obtain an alkali activator;

(3)将步骤(1)准备好的三聚磷酸钠和偏高岭土混合均匀,向其中加入步骤(2)得到的碱激发剂研磨混合,同时加入步骤(1)准备好的水混匀,得到均匀浆料;(3) Mix the sodium tripolyphosphate and metakaolin prepared in step (1) evenly, add the alkali activator obtained in step (2) to grind and mix, and add the water prepared in step (1) and mix evenly to obtain uniform slurry;

(4)将步骤(3)所得均匀浆料注入模具,在20℃下密封反应15天,即可得到增强型地质聚合物。(4) inject the homogeneous slurry obtained in step (3) into a mold, and seal and react at 20° C. for 15 days to obtain a reinforced geopolymer.

抗压强度测试:Compressive strength test:

本实施例制备的力学性能增强的地质聚合物表面光滑、无裂纹,根据GB/T-4740-1999陶瓷材料抗压强度实验方法进行抗压强度测试,其抗压强度为151MPa。The geopolymer with enhanced mechanical properties prepared in this example has a smooth surface and no cracks. The compressive strength test was carried out according to the test method for compressive strength of ceramic materials in GB/T-4740-1999, and its compressive strength was 151 MPa.

从图1中可以看出,在由偏高岭土制备地质聚合物的过程中,多聚磷酸盐水解后形成第二相磷酸盐,该相呈花状颗粒物分布在地质聚合物基体中,对地质聚合物的力学强度具有改善作用。It can be seen from Figure 1 that in the process of preparing geopolymer from metakaolin, the polyphosphate is hydrolyzed to form the second phase phosphate, which is flower-shaped particles distributed in the geopolymer matrix, which has great influence on geopolymer The mechanical strength of the material can be improved.

实施例2Example 2

一种增强型地质聚合物,其原料按重量份数计包括:磷酸二氢钠2份、8000目偏高岭土80份、8000目粉煤灰80份、液-4水玻璃(模数2.2-2.5)80份、氢氧化钾30份、8000目二氧化硅50份、水30份。A kind of reinforced geopolymer, its raw material comprises by weight: 2 parts of sodium dihydrogen phosphate, 80 parts of 8000 mesh metakaolin, 80 parts of 8000 mesh fly ash, liquid-4 water glass (modulus 2.2-2.5 ) 80 parts, potassium hydroxide 30 parts, 8000 mesh silicon dioxide 50 parts, water 30 parts.

上述增强型地质聚合物的制备方法,具体包括如下步骤:The preparation method of above-mentioned reinforced geopolymer specifically comprises the steps:

(1)按重量份数计,准备原料磷酸二氢钠2份、8000目偏高岭土80份、8000目粉煤灰80份、液-4水玻璃(模数2.2-2.5)80份、氢氧化钾30份、8000目二氧化硅50份、水30份;(1) In parts by weight, prepare 2 parts of sodium dihydrogen phosphate, 80 parts of 8000 mesh metakaolin, 80 parts of 8000 mesh fly ash, 80 parts of liquid-4 water glass (modulus 2.2-2.5), hydrogen 30 parts of potassium, 50 parts of 8000 mesh silica, 30 parts of water;

(2)将步骤(1)准备好的水玻璃和氢氧化钾混合,搅拌后超声,然后静置24h,得到碱激发剂;(2) mixing the water glass prepared in step (1) with potassium hydroxide, ultrasonicating after stirring, and then standing for 24 hours to obtain the alkali activator;

(3)将步骤(1)准备好的磷酸二氢钠和偏高岭土、粉煤灰及二氧化硅混合均匀,向其中加入步骤(2)得到的碱激发剂研磨混合,同时加入步骤(1)准备好的水混匀,得到均匀浆料;(3) Mix sodium dihydrogen phosphate prepared in step (1) with metakaolin, fly ash and silicon dioxide evenly, add the alkali activator obtained in step (2) to grind and mix, and add step (1) at the same time Mix the prepared water to obtain a uniform slurry;

(4)将步骤(3)所得均匀浆料注入模具,在80℃下密封反应2天,即可得到增强型地质聚合物。(4) The homogeneous slurry obtained in step (3) is injected into a mold, sealed and reacted at 80° C. for 2 days, and the reinforced geopolymer can be obtained.

抗压强度测试:Compressive strength test:

本实施例制备的力学性能增强的地质聚合物表面光滑、无裂纹,根据GB/T-4740-1999陶瓷材料抗压强度实验方法进行抗压强度测试,其抗压强度为153MPa。The geopolymer with enhanced mechanical properties prepared in this example has a smooth surface and no cracks. The compressive strength test was carried out according to the test method for compressive strength of ceramic materials in GB/T-4740-1999, and its compressive strength was 153 MPa.

实施例3Example 3

一种增强型地质聚合物,其原料按重量份数计包括:三聚磷酸铝0.4份、250目偏高岭土41份、液-1水玻璃(模数3.5-3.7)43份、碳酸钠6份、250目二氧化硅1份、水9份。A reinforced geopolymer, the raw materials of which include, in parts by weight, 0.4 parts of aluminum tripolyphosphate, 41 parts of 250 mesh metakaolin, 43 parts of liquid-1 water glass (modulus 3.5-3.7), and 6 parts of sodium carbonate , 1 part of 250 mesh silicon dioxide, 9 parts of water.

上述增强型地质聚合物的制备方法,具体包括如下步骤:The preparation method of above-mentioned reinforced geopolymer specifically comprises the steps:

(1)按重量份数计,准备原料三聚磷酸铝0.4份、250目偏高岭土41份、液-1水玻璃(模数3.5-3.7)43份、碳酸钠6份、250目二氧化硅1份、水9份;(1) In parts by weight, prepare 0.4 parts of aluminum tripolyphosphate, 41 parts of 250-mesh metakaolin, 43 parts of liquid-1 water glass (modulus 3.5-3.7), 6 parts of sodium carbonate, and 250-mesh silica 1 part, 9 parts of water;

(2)将步骤(1)准备好的水玻璃和碳酸钠混合,搅拌后超声,然后静置24h,得到碱激发剂;(2) Mix the water glass prepared in step (1) with sodium carbonate, ultrasonically stir after stirring, and then let stand for 24 hours to obtain the alkali activator;

(3)将步骤(1)准备好的三聚磷酸铝和偏高岭土、二氧化硅混合均匀,向其中加入步骤(2)得到的碱激发剂研磨混合,同时加入步骤(1)准备好的水混匀,得到均匀浆料;(3) Mix the aluminum tripolyphosphate prepared in step (1) with metakaolin and silicon dioxide evenly, add the alkali activator obtained in step (2) to grind and mix, and add the water prepared in step (1) at the same time Mix well to obtain a uniform slurry;

(4)将步骤(3)所得均匀浆料注入模具,在50℃下密封反应10天,即可得到增强型地质聚合物。(4) inject the homogeneous slurry obtained in step (3) into a mold, and seal and react at 50° C. for 10 days to obtain a reinforced geopolymer.

抗压强度测试:Compressive strength test:

本实施例制备的力学性能增强的地质聚合物表面光滑、无裂纹,根据GB/T-4740-1999陶瓷材料抗压强度实验方法进行抗压强度测试,其抗压强度为159MPa。The surface of the geopolymer with enhanced mechanical properties prepared in this example is smooth and free of cracks. The compressive strength test is carried out according to the test method for compressive strength of ceramic materials in GB/T-4740-1999, and its compressive strength is 159 MPa.

实施例4Example 4

一种增强型地质聚合物,其原料按重量份数计包括:磷酸二氢钾1份、800目偏高岭土50份、800目粉煤灰10份、液-3水玻璃(模数2.6-2.9)43份、氢氧化钾10份、水10份。A kind of enhanced geopolymer, its raw material comprises by weight: 1 part of potassium dihydrogen phosphate, 50 parts of 800 mesh metakaolin, 10 parts of 800 mesh fly ash, liquid-3 water glass (modulus 2.6-2.9 ) 43 parts, potassium hydroxide 10 parts, water 10 parts.

上述增强型地质聚合物的制备方法,具体包括如下步骤:The preparation method of above-mentioned reinforced geopolymer specifically comprises the steps:

(1)按重量份数计,准备原料磷酸二氢钾1份、800目偏高岭土50份、800目粉煤灰10份、液-3水玻璃(模数2.6-2.9)43份、氢氧化钾10份、水10份;(1) In parts by weight, prepare 1 part of potassium dihydrogen phosphate raw materials, 50 parts of 800 mesh metakaolin, 10 parts of 800 mesh fly ash, 43 parts of liquid-3 water glass (modulus 2.6-2.9), Potassium 10 parts, water 10 parts;

(2)将步骤(1)准备好的水玻璃和氢氧化钾混合,搅拌后超声,然后静置24h,得到碱激发剂;(2) mixing the water glass prepared in step (1) with potassium hydroxide, ultrasonicating after stirring, and then standing for 24 hours to obtain the alkali activator;

(3)将步骤(1)准备好的磷酸二氢钾和偏高岭土、粉煤灰混合均匀,向其中加入步骤(2)得到的碱激发剂研磨混合,同时加入步骤(1)准备好的水混匀,得到均匀浆料;(3) Mix potassium dihydrogen phosphate prepared in step (1) with metakaolin and fly ash evenly, add the alkali activator obtained in step (2) to grind and mix, and add the water prepared in step (1) at the same time Mix well to obtain a uniform slurry;

(4)将步骤(3)所得均匀浆料注入模具,在70℃下密封反应7天,即可得到增强型地质聚合物。(4) The homogeneous slurry obtained in step (3) is injected into a mold, sealed and reacted at 70° C. for 7 days, and the reinforced geopolymer can be obtained.

抗压强度测试:Compressive strength test:

本实施例制备的力学性能增强的地质聚合物表面光滑、无裂纹,根据GB/T-4740-1999陶瓷材料抗压强度实验方法进行抗压强度测试,其抗压强度为155MPa。The geopolymer with enhanced mechanical properties prepared in this example has a smooth surface and no cracks. The compressive strength test is carried out according to the test method for compressive strength of ceramic materials in GB/T-4740-1999, and its compressive strength is 155 MPa.

以上所述仅是本发明的优选实施方式,应当指出,对于本领域的普通技术人员来说,在不脱离本发明创造构思的前提下,还可以做出若干改进和变换,这些都属于本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that for those of ordinary skill in the art, without departing from the creative concept of the present invention, some improvements and changes can also be made, and these all belong to the present invention scope of protection.

Claims (9)

1. a kind of enhanced geo-polymer, it is characterised in that its raw materials by weight portion meter includes:Phosphate and/or poly 0.1-2 parts of phosphate, 10-80 parts of metakaolin, 0-40 parts of flyash, 10-80 parts of waterglass, 5-30 parts of alkali compounds, two 0-50 parts of silica, 5-30 parts of water.
2. a kind of enhanced geo-polymer according to claim 1, it is characterised in that the phosphate is biphosphate One or more of mixtures in any proportion in sodium, potassium dihydrogen phosphate, aluminum phosphate.
3. a kind of enhanced geo-polymer according to claim 1, it is characterised in that the polyphosphate is trimerization The mixture of one or both of sodium phosphate and aluminium triphosphate in any proportion.
A kind of 4. enhanced geo-polymer according to claim 1, it is characterised in that the metakaolin, flyash, The particle diameter of silica is no more than 250 mesh.
A kind of 5. enhanced geo-polymer according to claim 4, it is characterised in that the metakaolin, flyash, The particle diameter of silica is in the range of 250 ~ 8000 mesh.
6. a kind of enhanced geo-polymer according to claim 1, it is characterised in that the waterglass is industry water glass Glass, modulus are 1 ~ 4.
7. a kind of enhanced geo-polymer according to claim 1, it is characterised in that the alkali compounds is hydrogen-oxygen Change one or more of mixtures in any proportion in sodium, potassium hydroxide and sodium carbonate.
8. the preparation method of the enhanced geo-polymer described in any one in claim 1-7, it is characterised in that The raw material is stirred evenly as shaping is conserved after slurry, you can obtain enhanced geo-polymer.
9. the preparation method of the enhanced geo-polymer described in any one in claim 1-7, it is characterised in that Include the following steps:
(1)Count in parts by weight, prepare raw material phosphate and/or 0.1-2 parts of polyphosphate, 10-80 parts of metakaolin, fine coal 0-40 parts grey, 10-80 parts of waterglass, 5-30 parts of alkali compounds, 0-50 parts of silica, 5-30 parts of water;
(2)By step(1)Ready waterglass and alkali compounds mixing, it is ultrasonic after stirring, then stand and obtain alkali-activated carbonatite Agent;
(3)By step(1)Ready phosphate and/or polyphosphate, and metakaolin, flyash and silica mix Close uniformly, add step thereto(2)Obtained alkali-activator ground and mixed, while add step(1)Ready water mixes, Obtain uniform sizing material;
(4)By step(3)Gained uniform sizing material injects mould, sealing reaction 2-15 days at 20-80 DEG C, you can strengthened Type geo-polymer.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3841075A4 (en) * 2018-08-22 2022-08-03 The Catholic University Of America High strength class c fly ash cementitious compositions with controllable setting

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106587682A (en) * 2016-12-06 2017-04-26 钦州市高新技术产业服务中心 Geopolymer and preparation method thereof
CN106673470A (en) * 2016-12-09 2017-05-17 钦州市钦南区科学技术情报研究所 Geopolymer and preparation method thereof
CN107746212B (en) * 2017-10-18 2019-08-27 浙江大学 A modified reinforced geopolymer gelling material and its preparation method
CN108373277B (en) * 2018-03-13 2020-12-15 盐城工学院 A kind of epoxy resin toughening metakaolin base polymer and preparation method thereof
CN109231860B (en) * 2018-09-26 2021-09-07 长安大学 Cementing material and preparation method thereof
CN109704678B (en) * 2019-01-23 2021-12-28 广东睿住住工科技有限公司 Ultra-high performance concrete, hollow component and preparation method of hollow component
CN111732378B (en) * 2020-07-06 2022-06-28 济南大学 Geopolymer member and preparation method thereof
CN112028654B (en) * 2020-09-14 2021-09-14 深圳大学 Baking-free geopolymer composite refractory material and preparation method thereof
CN114230249B (en) * 2021-12-22 2023-03-28 西安理工大学 Inorganic polymer mortar and preparation method thereof
CN117229010A (en) * 2023-09-27 2023-12-15 甘肃省建筑科学研究院(集团)有限公司 Geopolymer building board based on warm-pressing method and preparation method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101560071A (en) * 2009-05-26 2009-10-21 广西大学 Porous material of phosphate-based geopolymer and preparation method thereof
CN102649631A (en) * 2012-02-05 2012-08-29 湖北中柏科技有限公司 Magnesium sulphoaluminate cement
CN103449744A (en) * 2013-08-26 2013-12-18 温州大学 Fly ash based geopolymer and preparation method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101560071A (en) * 2009-05-26 2009-10-21 广西大学 Porous material of phosphate-based geopolymer and preparation method thereof
CN102649631A (en) * 2012-02-05 2012-08-29 湖北中柏科技有限公司 Magnesium sulphoaluminate cement
CN103449744A (en) * 2013-08-26 2013-12-18 温州大学 Fly ash based geopolymer and preparation method thereof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
铝硅磷质胶凝材料的微观结构与性能;周新涛等;《硅酸盐学报》;20070131;第35卷(第1期);第105-108页 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3841075A4 (en) * 2018-08-22 2022-08-03 The Catholic University Of America High strength class c fly ash cementitious compositions with controllable setting

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