CN110229014A - A kind of lightweight aggregate and preparation method thereof being prepared using steel mill's sludge - Google Patents
A kind of lightweight aggregate and preparation method thereof being prepared using steel mill's sludge Download PDFInfo
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- 239000010802 sludge Substances 0.000 title abstract description 71
- 229910000831 Steel Inorganic materials 0.000 title abstract description 16
- 239000010959 steel Substances 0.000 title abstract description 16
- 238000002360 preparation method Methods 0.000 title abstract description 3
- 239000010881 fly ash Substances 0.000 abstract description 33
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 19
- 239000000203 mixture Substances 0.000 abstract description 16
- 238000001035 drying Methods 0.000 abstract description 15
- 238000010438 heat treatment Methods 0.000 abstract description 15
- 238000005453 pelletization Methods 0.000 abstract description 15
- 239000002994 raw material Substances 0.000 abstract description 15
- 238000010521 absorption reaction Methods 0.000 abstract description 11
- 238000002156 mixing Methods 0.000 abstract description 6
- 239000002910 solid waste Substances 0.000 abstract description 6
- 230000009467 reduction Effects 0.000 abstract description 3
- 239000002699 waste material Substances 0.000 abstract description 3
- 238000007873 sieving Methods 0.000 abstract 2
- 239000010883 coal ash Substances 0.000 abstract 1
- 238000000227 grinding Methods 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 235000012054 meals Nutrition 0.000 description 28
- 239000000843 powder Substances 0.000 description 21
- 238000000034 method Methods 0.000 description 19
- 239000011575 calcium Substances 0.000 description 11
- 229910052791 calcium Inorganic materials 0.000 description 9
- 239000007921 spray Substances 0.000 description 7
- 238000012360 testing method Methods 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 239000000047 product Substances 0.000 description 6
- 238000010998 test method Methods 0.000 description 6
- 229910004298 SiO 2 Inorganic materials 0.000 description 5
- 239000002245 particle Substances 0.000 description 5
- KZHJGOXRZJKJNY-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Si]=O.O=[Al]O[Al]=O.O=[Al]O[Al]=O.O=[Al]O[Al]=O KZHJGOXRZJKJNY-UHFFFAOYSA-N 0.000 description 4
- 229910052863 mullite Inorganic materials 0.000 description 4
- 239000008188 pellet Substances 0.000 description 4
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 3
- 239000004566 building material Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000005245 sintering Methods 0.000 description 3
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 2
- 238000001816 cooling Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000010169 landfilling Methods 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 229910052710 silicon Inorganic materials 0.000 description 2
- 239000010703 silicon Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 229910052661 anorthite Inorganic materials 0.000 description 1
- 238000001354 calcination Methods 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000002425 crystallisation Methods 0.000 description 1
- 230000008025 crystallization Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- GWWPLLOVYSCJIO-UHFFFAOYSA-N dialuminum;calcium;disilicate Chemical compound [Al+3].[Al+3].[Ca+2].[O-][Si]([O-])([O-])[O-].[O-][Si]([O-])([O-])[O-] GWWPLLOVYSCJIO-UHFFFAOYSA-N 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 230000009477 glass transition Effects 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 229910044991 metal oxide Inorganic materials 0.000 description 1
- 150000004706 metal oxides Chemical class 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000001228 spectrum Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002351 wastewater Substances 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
- 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
- C04B18/02—Agglomerated materials, e.g. artificial aggregates
- C04B18/027—Lightweight 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
- C04B33/00—Clay-wares
- C04B33/02—Preparing or treating the raw materials individually or as batches
- C04B33/13—Compounding ingredients
- C04B33/132—Waste materials; Refuse; Residues
- C04B33/1321—Waste slurries, e.g. harbour sludge, industrial muds
-
- 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
- C04B33/00—Clay-wares
- C04B33/02—Preparing or treating the raw materials individually or as batches
- C04B33/13—Compounding ingredients
- C04B33/132—Waste materials; Refuse; Residues
- C04B33/135—Combustion residues, e.g. fly ash, incineration waste
- C04B33/1352—Fuel ashes, e.g. 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
- C04B38/00—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
- C04B38/06—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by burning-out added substances by burning natural expanding materials or by sublimating or melting out added substances
- C04B38/063—Preparing or treating the raw materials individually or as batches
- C04B38/0635—Compounding ingredients
- C04B38/0645—Burnable, meltable, sublimable 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
- C04B38/00—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
- C04B38/06—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by burning-out added substances by burning natural expanding materials or by sublimating or melting out added substances
- C04B38/063—Preparing or treating the raw materials individually or as batches
- C04B38/0635—Compounding ingredients
- C04B38/0645—Burnable, meltable, sublimable materials
- C04B38/068—Carbonaceous materials, e.g. coal, carbon, graphite, hydrocarbons
-
- 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
- C04B2235/00—Aspects relating to ceramic starting mixtures or sintered ceramic products
- C04B2235/70—Aspects relating to sintered or melt-casted ceramic products
- C04B2235/74—Physical characteristics
- C04B2235/77—Density
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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
- C04B2235/00—Aspects relating to ceramic starting mixtures or sintered ceramic products
- C04B2235/70—Aspects relating to sintered or melt-casted ceramic products
- C04B2235/96—Properties of ceramic products, e.g. mechanical properties such as strength, toughness, wear resistance
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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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/60—Production of ceramic materials or ceramic elements, e.g. substitution of clay or shale by alternative raw materials, e.g. ashes
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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)
- Dispersion Chemistry (AREA)
- Civil Engineering (AREA)
- Combustion & Propulsion (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Description
技术领域technical field
本发明涉及冶金固体废弃物再利用的领域,尤其涉及一种利用钢厂污泥制备而得的轻骨料及其制备方法。The invention relates to the field of reutilization of metallurgical solid waste, in particular to a light aggregate prepared by using steel mill sludge and a preparation method thereof.
背景技术Background technique
随着社会科技的飞速发展,社会生产力的提高加快了现代化的发展,与此同时,也带来了生态环境问题。尤其是工业领域中天然资源的大量开采,不仅造成了不可再生资源的减少,还引起了大量的固体废弃物的堆积,占用了有限的土地资源甚至会造成二次污染。因此,根据固体废弃物的特性对其进行合理利用具有重要的现实意义。With the rapid development of social science and technology, the improvement of social productivity has accelerated the development of modernization, and at the same time, it has also brought ecological and environmental problems. In particular, the large-scale exploitation of natural resources in the industrial field has not only caused the reduction of non-renewable resources, but also caused the accumulation of a large amount of solid waste, occupying limited land resources and even causing secondary pollution. Therefore, it is of great practical significance to rationally utilize solid waste according to its characteristics.
钢厂的污泥是由钢厂废水和生活污水经过回用水厂处理过的固体沉淀物,污泥作为钢厂典型的固体废弃物,因其来源广、成分复杂、产量大、有恶臭味等特点,给处理方式带来很大的局限性。从主要成分看,钢厂污泥属于无机污泥,针对这种无机污泥,常规的处理方式主要是堆放和填埋,堆放就是弃之荒地不做处理,而填埋是从传统的堆放发展起来的一项处置技术,经过压实填土后利用微生物活动实现有机物降解,使其稳定化的一种处理方式。这两种处理方式本质上讲只是对污泥的减量处置,并没有对其有价成分进行充分利用,除此之外,两种方式还可能带来环境的二次污染。相比之下,对污泥资源化利用充分利用了污泥的有价成分,满足环境效益的同时变废为宝。Sludge from steel mills is a solid sediment treated by wastewater from steel mills and domestic sewage through reuse plants. Sludge is a typical solid waste in steel mills because of its wide source, complex composition, large output, and foul smell. and other characteristics, which bring great limitations to the processing method. From the perspective of main components, steel mill sludge belongs to inorganic sludge. For this kind of inorganic sludge, the conventional treatment methods are mainly stacking and landfilling. Stacking means abandoning wasteland without treatment, while landfilling is developed from traditional stacking. A disposal technology that has been developed is a treatment method that uses microbial activities to degrade and stabilize organic matter after compacted fill. In essence, these two treatment methods are only the reduction of sludge disposal, and have not made full use of its valuable components. In addition, the two methods may also cause secondary pollution to the environment. In contrast, the resource utilization of sludge makes full use of the valuable components of sludge, which meets environmental benefits and turns waste into treasure.
污泥的成分主要以钙、铝、铁、硅等元素组成的无机物为主,从成分上看,与大多数建筑材料的原料成分相近,利用污泥的高温烧结制备建材产品可以对其中重金属元素进行固化处理,避免环境的二次污染,因此可应用于骨料、水泥孰料等。其中利用污泥制备轻骨料具有较为广阔的前景,轻骨料是一种堆积密度小于或等于1200kg/m3的骨料,按粒径不同又分为细轻骨料和粗轻骨料,粒径小于5mm的轻骨料称为细轻骨料,粒径大于5mm的轻骨料称为粗轻骨料,按来源不同可分为人造轻骨料、天然轻骨料、工业废渣轻骨料3类,一般人造轻骨料利用粘土、页岩等不可再生资源,但是大量开采不可再生资源制备骨料不符合我国国情,因而利用污泥相似的成分代替不可再生资源制备高性能的人造轻骨料成为行业内亟待解决的技术问题。The composition of sludge is mainly composed of inorganic substances such as calcium, aluminum, iron, silicon and other elements. From the perspective of composition, it is similar to the raw materials of most building materials. The use of high-temperature sintering of sludge to prepare building materials can reduce heavy metals. Elements are solidified to avoid secondary pollution of the environment, so it can be applied to aggregates, cement clinker, etc. Among them, the use of sludge to prepare lightweight aggregate has a relatively broad prospect. Lightweight aggregate is an aggregate with a bulk density of less than or equal to 1200kg/m 3 , which is divided into fine light aggregate and coarse light aggregate according to different particle sizes. Lightweight aggregates with a particle size of less than 5mm are called fine lightweight aggregates, and lightweight aggregates with a particle size greater than 5mm are called coarse lightweight aggregates. According to different sources, they can be divided into artificial lightweight aggregates, natural lightweight aggregates, and industrial waste light aggregates. There are three types of materials. Generally, non-renewable resources such as clay and shale are used for artificial lightweight aggregates. However, large-scale mining of non-renewable resources to prepare aggregates is not in line with China's national conditions. Therefore, high-performance artificial lightweight aggregates are prepared using sludge-like components instead of non-renewable resources. Aggregate has become a technical problem to be solved urgently in the industry.
专利CN100584794C中虽然公开了一种利用污泥制备陶粒轻骨料的方法,但是将该方法利用到将钢铁污泥制成轻骨料中,所得到的轻骨料的筒压强度小于6.0,不符合GB/T17431.2-1998的要求。因而,本领域技术人员有理由怀疑,专利CN100584794C中的方法并不是所有污泥都能适用。Although the patent CN100584794C discloses a method for preparing ceramsite lightweight aggregate from sludge, the method is applied to making steel sludge into lightweight aggregate, and the cylinder compressive strength of the resulting lightweight aggregate is less than 6.0. Does not meet the requirements of GB/T17431.2-1998. Therefore, those skilled in the art have reason to suspect that the method in the patent CN100584794C is not applicable to all sludges.
对此,本领域的技术人员致力于开发一种以钢厂污泥为原料制得轻骨料,该轻骨料具有密度小、强度高、吸水率低且与水泥粘结性好的特点。In this regard, those skilled in the art are committed to developing a lightweight aggregate made from steel mill sludge as a raw material. The lightweight aggregate has the characteristics of low density, high strength, low water absorption and good adhesion with cement.
发明内容Contents of the invention
有鉴于现有技术的上述缺陷,本发明所要解决的技术问题是如何利用钢厂污泥作原料制得密度小、强度高、吸水率低且与水泥粘结性好的轻骨料。In view of the above-mentioned defects in the prior art, the technical problem to be solved by the present invention is how to use steel mill sludge as a raw material to produce lightweight aggregate with low density, high strength, low water absorption and good adhesion with cement.
为实现上述目的,本发明提供了一种轻骨料,该轻骨料的原料包括工业污泥和粉煤灰,按照重量比,工业污泥占比重10%~40%,粉煤灰占比重60%~90%,工业污泥的含水率为45~55%。In order to achieve the above object, the present invention provides a kind of lightweight aggregate, the raw material of this lightweight aggregate includes industrial sludge and fly ash, according to weight ratio, industrial sludge accounts for 10%~40%, fly ash accounts for 60% to 90%, and the moisture content of industrial sludge is 45 to 55%.
进一步地,工业污泥来源于钢厂或电厂,工业污泥中的成分包括CaCO3 35~40%、SiO2 5~10%、FeO 20~23%、Al2O3 8~12%、SiC 7~8%、ZnO 1~2%、MgO 3~5%,按质量分数计。Further, the industrial sludge comes from steel mills or power plants, and the components in the industrial sludge include CaCO 3 35-40%, SiO 2 5-10%, FeO 20-23%, Al 2 O 3 8-12%, SiC 7-8%, ZnO 1-2%, MgO 3-5%, calculated by mass fraction.
进一步地,按照重量比,工业污泥占比重20%,粉煤灰占比重80%。Further, according to weight ratio, industrial sludge accounts for 20% and fly ash accounts for 80%.
进一步地,轻骨料为生料球,生料球的内部有多个封闭的孔洞,生料球的直径为10-15mm。Further, the lightweight aggregate is raw meal balls, and there are multiple closed holes inside the raw meal balls, and the diameter of the raw meal balls is 10-15mm.
进一步地,轻骨料的筒压强度为8.0~9.6Mpa,堆积密度为793kg/m3~987kg/m3,吸水率为4.3%~20%。Furthermore, the cylinder compressive strength of the lightweight aggregate is 8.0-9.6Mpa, the bulk density is 793kg/m 3 -987kg/m 3 , and the water absorption rate is 4.3%-20%.
本发明还提供一种制备轻骨料的方法,轻骨料的原料包括工业污泥和粉煤灰,方法包括如下步骤:The present invention also provides a kind of method for preparing lightweight aggregate, the raw material of lightweight aggregate comprises industrial sludge and fly ash, and method comprises the following steps:
(1)将含水率为45%~55%的工业污泥在100~110℃下干燥20~30h,完成后将干燥的工业污泥和粉煤灰分别研磨、过200目以下的筛;(1) Dry industrial sludge with a moisture content of 45% to 55% at 100 to 110°C for 20 to 30 hours, and then grind the dried industrial sludge and fly ash separately and pass through a sieve below 200 mesh;
(2)将经过步骤(1)处理得到的污泥粉末、粉煤灰粉末按重量比混合,污泥粉末占比重10%~40%,粉煤灰粉末占比重60%~90%,搅拌形成混料;(2) Mix the sludge powder and fly ash powder obtained through the treatment in step (1) in a weight ratio, the sludge powder accounts for 10% to 40%, and the fly ash powder accounts for 60% to 90%, stirring to form mix;
(3)取步骤(2)的混料2~4kg倒入造球机,然后喷水加料交替进行,造球机在70~75min内转动2330~2240圈后得到10-15mm的生料球;(3) Take 2-4 kg of the mixed material in step (2) and pour it into the pelletizing machine, then spray water and feed alternately, and the pelletizing machine rotates 2330-2240 times in 70-75 minutes to obtain raw meal balls of 10-15 mm;
(4)将步骤(3)的生料球放入干燥箱,在100~110℃下干燥60~90min;为了去除生料球中的部分水分,防止在焙烧过程中出现裂球的现象;(4) Put the raw meal balls in step (3) into a drying oven, and dry them at 100-110°C for 60-90 minutes; in order to remove part of the moisture in the raw meal balls and prevent cracking of the balls during the roasting process;
(5)将步骤(4)处理得到的生料球在300~500℃下预热20~30min,以降低烧结前生料球中的有机质和碳的含量;(5) preheating the raw meal pellets obtained in step (4) at 300-500°C for 20-30 minutes to reduce the content of organic matter and carbon in the raw meal pellets before sintering;
(6)将步骤(5)预热处理的生料球在1050~1200℃下焙烧20~30min,生料球逐渐玻璃化,冷却后骨料得以成型。(6) Calcining the preheated raw meal balls in step (5) at 1050-1200°C for 20-30 minutes, the raw meal balls are gradually vitrified, and the aggregates are formed after cooling.
进一步地,步骤(1)处理得到的污泥粉末的平均粒度为8~10um、粉煤灰粉末的平均粒度为13~15um。Further, the average particle size of the sludge powder obtained in step (1) is 8-10 um, and the average particle size of the fly ash powder is 13-15 um.
进一步地,步骤(5)中将步骤(4)处理得到的生料球以10℃/min的升温速度加热到300℃,在300℃下保温20min。Further, in step (5), the raw meal balls obtained in step (4) are heated to 300° C. at a heating rate of 10° C./min, and kept at 300° C. for 20 minutes.
进一步地,步骤(6)中将步骤(5)预热处理的生料球以5℃/min的升温速度升至1050℃,在1050℃下焙烧25min。Further, in step (6), the preheated green balls in step (5) are raised to 1050° C. at a heating rate of 5° C./min, and roasted at 1050° C. for 25 minutes.
进一步地,工业污泥来源于钢厂或电厂,工业污泥中的成分包括CaCO3 35~40%、SiO2 5~10%、FeO 20~23%、Al2O3 8~12%、SiC 7~8%、ZnO 1~2%、MgO 3~5%,按质量分数计。Further, the industrial sludge comes from steel mills or power plants, and the components in the industrial sludge include CaCO 3 35-40%, SiO 2 5-10%, FeO 20-23%, Al 2 O 3 8-12%, SiC 7-8%, ZnO 1-2%, MgO 3-5%, calculated by mass fraction.
技术效果technical effect
与现有技术相比,本发明的钢厂污泥具有高钙低硅铝的特点,此外,还含有丰富的铁质元素,CaCO3、SiC可作为较好的发泡成分,保证轻质的特性;SiO2和Al2O3作为成陶成分,提供骨料骨架和强度;金属氧化物作为助熔成分,降低玻璃化温度;Compared with the prior art, the steel mill sludge of the present invention has the characteristics of high calcium and low silicon and aluminum. In addition, it also contains rich iron elements. CaCO 3 and SiC can be used as better foaming components to ensure light weight Characteristics; SiO 2 and Al 2 O 3 are used as ceramic components to provide aggregate skeleton and strength; metal oxides are used as flux components to reduce the glass transition temperature;
对不同原料配比的骨料进行了相成分的分析,发现污泥占比重10%~40%和粉煤灰占比重60%~90%的范围内,骨料有较好的强度,在这范围外骨料较脆,根据XRD图谱,可以从相成分上发现骨料的强度主要由莫来石相所决定的;The phase components of aggregates with different raw material ratios were analyzed, and it was found that within the range of 10% to 40% of sludge and 60% to 90% of fly ash, aggregates have better strength. The aggregate outside the range is relatively brittle. According to the XRD spectrum, it can be found from the phase composition that the strength of the aggregate is mainly determined by the mullite phase;
本发明的生料球在空气气氛下烧结成型后,内部有较多封闭的孔洞,因而保证了骨料轻质和保温特性;After the raw meal balls of the present invention are sintered and formed in an air atmosphere, there are many closed holes inside, thus ensuring the lightweight aggregate and thermal insulation properties;
本发明的轻骨料具有高强度、密度小、保温性好、吸水率低等特点,以钢厂和热电厂的固体废弃物为原料,既解决了废弃物的去向,又降低了制备建筑材料的成本。The lightweight aggregate of the present invention has the characteristics of high strength, low density, good thermal insulation, and low water absorption, and uses solid waste from steel mills and thermal power plants as raw materials, which not only solves the whereabouts of waste, but also reduces the cost of preparing building materials. cost.
以下将结合附图对本发明的构思、具体结构及产生的技术效果作进一步说明,以充分地了解本发明的目的、特征和效果。The idea, specific structure and technical effects of the present invention will be further described below in conjunction with the accompanying drawings, so as to fully understand the purpose, features and effects of the present invention.
附图说明Description of drawings
图1是本发明的一个较佳实施例的利用高钙污泥制备轻骨料的的工艺流程图;Fig. 1 is a process flow diagram of utilizing high-calcium sludge to prepare lightweight aggregate in a preferred embodiment of the present invention;
图2是本发明的一个较佳实施例的不同原料配比的骨料XRD图谱;Fig. 2 is the aggregate XRD collection of patterns of different raw material proportions of a preferred embodiment of the present invention;
图3是本发明的一个较佳实施例的轻骨料剖面的扫描电镜(SEM)照片。Fig. 3 is a scanning electron microscope (SEM) photo of a lightweight aggregate section of a preferred embodiment of the present invention.
具体实施方式Detailed ways
以下参考说明书附图介绍本发明的多个优选实施例,使其技术内容更加清楚和便于理解。本发明可以通过许多不同形式的实施例来得以体现,本发明的保护范围并非仅限于文中提到的实施例。The following describes several preferred embodiments of the present invention with reference to the accompanying drawings, so as to make the technical content clearer and easier to understand. The present invention can be embodied in many different forms of embodiments, and the protection scope of the present invention is not limited to the embodiments mentioned herein.
本发明的实验流程如图1所示:将工业污泥干燥,完成后将干燥的污泥和粉煤灰分别研磨、过200目的筛,将污泥粉末和粉煤灰粉末混合均匀,加水造粒得到生料球,然后经过烘干、预热、烧结、冷却得到最终成品。The experimental process of the present invention is as shown in Figure 1: dry the industrial sludge, grind the dried sludge and fly ash respectively after completion, pass through a 200-mesh sieve, mix the sludge powder and fly ash powder evenly, add water to make pellets to obtain raw meal balls, and then through drying, preheating, sintering, and cooling to obtain the final product.
如图2和3所示,对不同原料配比的骨料进行了相成分的分析(F:W=粉煤灰:工业污泥)。纯用工业污泥制备的骨料主要含有SiO2、Fe2O3、Ca(Al2SiO8)三种物相。纯用粉煤灰制备的骨料主要含有SiO2、Fe2O3、Ca(Al2SiO8)、Al6Si2O13。当污泥的占比大于40%时,骨料中XRD中的莫来石相的峰强较弱,一定程度上说明莫来石相较少,而钙长石相的峰较尖锐,说明结晶度良好。通过对污泥占比重0%~40%和粉煤灰占比重60%~100%的范围内的骨料性能进行测试,发现该范围内的骨料有一定的强度。而污泥占比重40%~100%和粉煤灰占比重0%~60%的范围内骨料强度较低。其中污泥占比重20%,粉煤灰占比重为80%为最佳。综上所述,可以得出从相成分角度分析发现骨料的强度主要由莫来石相所决定的。As shown in Figures 2 and 3, the phase composition analysis was carried out for aggregates with different raw material ratios (F: W = fly ash: industrial sludge). The aggregates prepared purely from industrial sludge mainly contain three phases: SiO 2 , Fe 2 O 3 , and Ca(Al 2 SiO 8 ). Aggregate prepared purely with fly ash mainly contains SiO 2 , Fe 2 O 3 , Ca(Al 2 SiO 8 ), Al 6 Si 2 O 13 . When the proportion of sludge is greater than 40%, the peak intensity of the mullite phase in the XRD of the aggregate is weak, which to some extent indicates that the mullite phase is less, while the peak of the anorthite phase is sharper, indicating crystallization good degree. By testing the properties of the aggregate within the range of 0% to 40% of sludge and 60% to 100% of fly ash, it is found that the aggregate within this range has a certain strength. However, the aggregate strength is low in the range of 40%-100% of the proportion of sludge and 0%-60% of the proportion of fly ash. Among them, the proportion of sludge is 20%, and the proportion of fly ash is 80%, which is the best. In summary, it can be concluded that the strength of the aggregate is mainly determined by the mullite phase from the perspective of phase composition.
实施例1Example 1
一种利用纯高钙污泥制备轻骨料的方法,包括如下步骤:A method for preparing lightweight aggregate from pure high-calcium sludge, comprising the steps of:
a.将含水率为47%的脱水污泥放入干燥箱中,在105℃下干燥24h后粉碎研磨制粉,所得污泥粉过200目筛;a. Put the dewatered sludge with a moisture content of 47% into a drying box, dry it at 105°C for 24 hours, then pulverize and grind it into powder, and pass the obtained sludge powder through a 200-mesh sieve;
b.取3kg的污泥粉倒入造球机,然后喷水加料交替进行,造球机在55min内转动1760圈后得到10-15mm的生料球,成品量为1.1L;b. Take 3kg of sludge powder and pour it into the pelletizing machine, then spray water and feed alternately. After the pelletizing machine rotates 1760 times within 55 minutes, a raw pellet of 10-15mm is obtained, and the finished product volume is 1.1L;
c.将所述的生料球置于干燥箱,在105℃下干燥1h;c. Put the raw meal balls in a drying oven and dry them at 105°C for 1 hour;
d.将干燥后的生料球置于马弗炉中,以10℃/min的升温速度升温至300℃,在300℃下保温20min,以5℃/min的升温速度升至1100℃,保温25min;d. Put the dried raw meal balls in a muffle furnace, raise the temperature to 300°C at a heating rate of 10°C/min, keep it at 300°C for 20 minutes, and raise it to 1100°C at a heating rate of 5°C/min, and keep it warm 25min;
e.烧成的骨料随炉冷却至室温。e. The fired aggregate is cooled to room temperature with the furnace.
通过对所制得的轻骨料的性能进行测试,得到以下主要性能结果,制得轻骨料筒压强度为1.9MPa,强度较低,堆积密度为547kg/m3,吸水率为37%,不符合轻骨料国家标准《GB/T 17431.1-2010轻骨料试验方法》。By testing the performance of the prepared lightweight aggregate, the following main performance results are obtained. The obtained lightweight aggregate cylinder has a compressive strength of 1.9MPa, low strength, a bulk density of 547kg/m 3 , and a water absorption rate of 37%. It does not meet the national standard of lightweight aggregate "GB/T 17431.1-2010 Lightweight aggregate test method".
实施例2Example 2
一种利用占比80%的高钙污泥和占比为20%的粉煤灰制备轻骨料的方法,包括如下步骤:A method for preparing lightweight aggregate by utilizing high-calcium sludge accounting for 80% and fly ash accounting for 20%, comprising the following steps:
1、将含水率为47%的脱水污泥放入干燥箱中,在105℃下干燥24h后粉碎研磨制粉,所得污泥粉和粉煤灰分别过200目筛;1. Put the dewatered sludge with a moisture content of 47% into a drying oven, dry it at 105°C for 24 hours, and then pulverize it to make powder, and pass the obtained sludge powder and fly ash through a 200-mesh sieve;
2、按照污泥重量比为80%和粉煤灰重量比为20%的配比进行混合;2. Mix according to the ratio of sludge weight ratio of 80% and fly ash weight ratio of 20%;
3、混合均匀后取3kg的混料倒入造球机,然后喷水加料交替进行,造球机在70min内转动2240圈后得到10-15mm的生料球,成品量为1.8L;3. After mixing evenly, take 3kg of the mixture and pour it into the pelletizing machine, then spray water and feed alternately. The pelletizing machine rotates 2240 times within 70 minutes to get 10-15mm raw material balls, and the finished product volume is 1.8L;
4、将所述的生料球置于干燥箱,在105℃下干燥1h;4. Put the raw meal balls in a drying oven and dry them at 105°C for 1 hour;
5、将干燥后的生料球置于马弗炉中,以10℃/min的升温速度升温至300℃,在300℃下保温20min,以5℃/min的升温速度升至1100℃,保温25min;5. Put the dried raw meal balls in a muffle furnace, raise the temperature to 300°C at a heating rate of 10°C/min, keep it at 300°C for 20 minutes, and raise it to 1100°C at a heating rate of 5°C/min. 25min;
6、烧成的骨料随炉冷却至室温。6. The fired aggregate is cooled to room temperature with the furnace.
通过对所制得的轻骨料的性能进行测试,得到以下主要性能结果,制得轻骨料筒压强度为2.1MPa,强度较低,堆积密度为558kg/m3,吸水率为28%,不符合轻骨料国家标准《GB/T 17431.1-2010轻骨料试验方法》。By testing the performance of the prepared lightweight aggregate, the following main performance results were obtained. The cylinder compressive strength of the prepared lightweight aggregate was 2.1MPa, the strength was low, the bulk density was 558kg/m 3 , and the water absorption rate was 28%. It does not meet the national standard of lightweight aggregate "GB/T 17431.1-2010 Lightweight aggregate test method".
实施例3Example 3
一种利用占比60%的高钙污泥和占比为40%的粉煤灰制备轻骨料的方法,包括如下步骤:A method for preparing lightweight aggregate by utilizing high-calcium sludge accounting for 60% and fly ash accounting for 40%, comprising the following steps:
1、将含水率为47%的脱水污泥放入干燥箱中,在105℃下干燥24h后粉碎研磨制粉,所得污泥粉和粉煤灰分别过200目筛;1. Put the dewatered sludge with a moisture content of 47% into a drying oven, dry it at 105°C for 24 hours, and then pulverize it to make powder, and pass the obtained sludge powder and fly ash through a 200-mesh sieve;
2、按照污泥重量比为20%和粉煤灰重量比为80%的配比进行混合;2. Mix according to the ratio of sludge weight ratio of 20% and fly ash weight ratio of 80%;
3、混合均匀后取3kg的混料倒入造球机,然后喷水加料交替进行,造球机在77min内转动2464圈后得到10-15mm的生料球,成品量为2.2L;3. After mixing evenly, take 3kg of the mixed material and pour it into the pelletizing machine, then spray water and feed alternately. The pelletizing machine rotates 2464 times within 77 minutes to get 10-15mm raw material balls, and the finished product is 2.2L;
4、将所述的生料球置于干燥箱,在105℃下干燥1h;4. Put the raw meal balls in a drying oven and dry them at 105°C for 1 hour;
5、将干燥后的生料球置于马弗炉中,以10℃/min的升温速度升温至300℃,在300℃下保温20min,以5℃/min的升温速度升至1100℃,保温25min;5. Put the dried raw meal balls in a muffle furnace, raise the temperature to 300°C at a heating rate of 10°C/min, keep it at 300°C for 20 minutes, and raise it to 1100°C at a heating rate of 5°C/min. 25min;
6、烧成的骨料随炉冷却至室温。6. The fired aggregate is cooled to room temperature with the furnace.
通过对所制得的轻骨料的性能进行测试,得到以下主要性能结果,制得轻骨料筒压强度为5.7MPa,强度变高,堆积密度为605kg/m3,吸水率为26%,仍不符合轻骨料国家标准《GB/T 17431.1-2010轻骨料试验方法》。By testing the performance of the prepared lightweight aggregate, the following main performance results are obtained. The obtained lightweight aggregate cylinder has a compressive strength of 5.7MPa, higher strength, a bulk density of 605kg/m 3 , and a water absorption rate of 26%. It still does not meet the national standard of lightweight aggregate "GB/T 17431.1-2010 Lightweight aggregate test method".
实施例4Example 4
一种利用占比20%的高钙污泥和占比为80%的粉煤灰制备轻骨料的方法,包括如下步骤:A method for preparing lightweight aggregate by utilizing high-calcium sludge accounting for 20% and fly ash accounting for 80%, comprising the following steps:
1、将含水率为47%的脱水污泥放入干燥箱中,在105℃下干燥24h后粉碎研磨制粉,所得污泥粉和粉煤灰分别过200目筛;1. Put the dewatered sludge with a moisture content of 47% into a drying oven, dry it at 105°C for 24 hours, and then pulverize it to make powder, and pass the obtained sludge powder and fly ash through a 200-mesh sieve;
2、按照污泥重量比为20%和粉煤灰重量比为80%的配比进行混合;2. Mix according to the ratio of sludge weight ratio of 20% and fly ash weight ratio of 80%;
3、混合均匀后取3kg的混料倒入造球机,然后喷水加料交替进行,造球机在73min内转动2336圈后得到10-15mm的生料球,成品量为2.5L;3. After mixing evenly, take 3kg of the mixed material and pour it into the pelletizing machine, then spray water and feed alternately. The pelletizing machine rotates 2336 times within 73 minutes to obtain raw meal balls of 10-15mm, and the finished product volume is 2.5L;
4、将所述的生料球置于干燥箱,在105℃下干燥1h;4. Put the raw meal balls in a drying oven and dry them at 105°C for 1 hour;
5、将干燥后的生料球置于马弗炉中,以10℃/min的升温速度升温至300℃,在300℃下保温20min,以5℃/min的升温速度升至1100℃,保温25min;5. Put the dried raw meal balls in a muffle furnace, raise the temperature to 300°C at a heating rate of 10°C/min, keep it at 300°C for 20 minutes, and raise it to 1100°C at a heating rate of 5°C/min. 25min;
6、烧成的骨料随炉冷却至室温。6. The fired aggregate is cooled to room temperature with the furnace.
通过对所制得的轻骨料的性能进行测试,得到以下主要性能结果,制得轻骨料筒压强度为8.3MPa,强度较高,堆积密度为793kg/m3,吸水率为20%,符合轻骨料国家标准《GB/T 17431.1-2010轻骨料试验方法》。By testing the performance of the prepared lightweight aggregate, the following main performance results are obtained. The obtained lightweight aggregate cylinder has a compressive strength of 8.3MPa, a high strength, a bulk density of 793kg/m 3 , and a water absorption rate of 20%. It complies with the national standard of lightweight aggregate "GB/T 17431.1-2010 Lightweight aggregate test method".
实施例5Example 5
一种利用占比20%的高钙污泥和占比为80%的粉煤灰制备轻骨料的方法,包括如下步骤:A method for preparing lightweight aggregate by utilizing high-calcium sludge accounting for 20% and fly ash accounting for 80%, comprising the following steps:
1、将含水率为47%的脱水污泥放入干燥箱中,在105℃下干燥24h后粉碎研磨制粉,所得污泥粉和粉煤灰分别过200目筛;1. Put the dewatered sludge with a moisture content of 47% into a drying oven, dry it at 105°C for 24 hours, and then pulverize it to make powder, and pass the obtained sludge powder and fly ash through a 200-mesh sieve;
2、按照污泥重量比为20%和粉煤灰重量比为80%的配比进行混合;2. Mix according to the ratio of sludge weight ratio of 20% and fly ash weight ratio of 80%;
3、混合均匀后取3kg的混料倒入造球机,然后喷水加料交替进行,造球机在73min内转动2336圈后得到10-15mm的生料球,成品量为2.5L;3. After mixing evenly, take 3kg of the mixed material and pour it into the pelletizing machine, then spray water and feed alternately. The pelletizing machine rotates 2336 times within 73 minutes to obtain raw meal balls of 10-15mm, and the finished product volume is 2.5L;
4、将所述的生料球置于干燥箱,在105℃下干燥1h;4. Put the raw meal balls in a drying oven and dry them at 105°C for 1 hour;
5、将干燥后的生料球置于马弗炉中,以10℃/min的升温速度升温至300℃,在300℃下保温20min,以5℃/min的升温速度升至1050℃,保温25min;5. Place the dried raw meal balls in a muffle furnace, raise the temperature to 300°C at a heating rate of 10°C/min, keep it at 300°C for 20 minutes, and raise it to 1050°C at a heating rate of 5°C/min. 25min;
6、烧成的骨料随炉冷却至室温。6. The fired aggregate is cooled to room temperature with the furnace.
通过对所制得的轻骨料的性能进行测试,得到以下主要性能结果,制得轻骨料的筒压强度为8.8MPa,强度较高,堆积密度为852kg/m3,吸水率为15%,符合轻骨料国家标准《GB/T 17431.1-2010轻骨料试验方法》。By testing the performance of the prepared lightweight aggregate, the following main performance results are obtained. The cylinder compressive strength of the prepared lightweight aggregate is 8.8MPa, which is high in strength, the bulk density is 852kg/m 3 , and the water absorption rate is 15%. , in line with the national standard for lightweight aggregate "GB/T 17431.1-2010 Lightweight aggregate test method".
实施例6Example 6
一种利用占比20%的高钙污泥和占比为80%的粉煤灰制备轻骨料的方法,包括如下步骤:A method for preparing lightweight aggregate by using high-calcium sludge accounting for 20% and fly ash accounting for 80%, comprising the following steps:
1、将含水率为47%的脱水污泥放入干燥箱中,在105℃下干燥24h后粉碎研磨制粉,所得污泥粉和粉煤灰分别过200目筛;1. Put the dewatered sludge with a moisture content of 47% into a drying oven, dry it at 105°C for 24 hours, and then pulverize it to make powder, and pass the obtained sludge powder and fly ash through a 200-mesh sieve;
2、按照污泥重量比为20%和粉煤灰重量比为80%的配比进行混合;2. Mix according to the ratio of sludge weight ratio of 20% and fly ash weight ratio of 80%;
3、混合均匀后取3kg的混料倒入造球机,然后喷水加料交替进行,造球机在73min内转动2336圈后得到10-15mm的生料球,成品量为2.5L;3. After mixing evenly, take 3kg of the mixed material and pour it into the pelletizing machine, then spray water and feed alternately. The pelletizing machine rotates 2336 times within 73 minutes to obtain raw meal balls of 10-15mm, and the finished product volume is 2.5L;
4、将所述的生料球置于干燥箱,在105℃下干燥1h;4. Put the raw meal balls in a drying oven and dry them at 105°C for 1 hour;
5、将干燥后的生料球置于马弗炉中,以10℃/min的升温速度升温至300℃,在300℃下保温20min,以5℃/min的升温速度升至1200℃,保温25min;5. Put the dried raw meal balls in a muffle furnace, raise the temperature to 300°C at a heating rate of 10°C/min, keep it at 300°C for 20 minutes, and raise it to 1200°C at a heating rate of 5°C/min. 25min;
6、烧成的骨料随炉冷却至室温。6. The fired aggregate is cooled to room temperature with the furnace.
通过对所制得的轻骨料的性能进行测试,得到以下主要性能结果,制得轻骨料的筒压强度为9.6MPa,强度非常高,堆积密度为987kg/m3,吸水率为4.3%,符合轻骨料国家标准《GB/T 17431.1-2010轻骨料试验方法》。Through testing the performance of the prepared lightweight aggregate, the following main performance results are obtained. The cylinder compressive strength of the prepared lightweight aggregate is 9.6MPa, which is very high in strength, the bulk density is 987kg/m 3 , and the water absorption rate is 4.3%. , in line with the national standard for lightweight aggregate "GB/T 17431.1-2010 Lightweight aggregate test method".
上详细描述了本发明的较佳具体实施例。应当理解,本领域的普通技术无需创造性劳动就可以根据本发明的构思作出诸多修改和变化。因此,凡本技术领域中技术人员依本发明的构思在现有技术的基础上通过逻辑分析、推理或者有限的实验可以得到的技术方案,皆应在由权利要求书所确定的保护范围内。Preferred embodiments of the present invention have been described in detail above. It should be understood that those skilled in the art can make many modifications and changes according to the concept of the present invention without creative efforts. Therefore, all technical solutions that can be obtained by those skilled in the art based on the concept of the present invention through logical analysis, reasoning or limited experiments on the basis of the prior art shall be within the scope of protection defined by the claims.
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