CN107253847A - The method that a kind of utilization ocean waste silt prepares environmentally friendly arenolite - Google Patents
The method that a kind of utilization ocean waste silt prepares environmentally friendly arenolite Download PDFInfo
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- CN107253847A CN107253847A CN201710510693.2A CN201710510693A CN107253847A CN 107253847 A CN107253847 A CN 107253847A CN 201710510693 A CN201710510693 A CN 201710510693A CN 107253847 A CN107253847 A CN 107253847A
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- 238000000034 method Methods 0.000 title claims abstract description 21
- 239000002699 waste material Substances 0.000 title claims abstract description 20
- 239000010802 sludge Substances 0.000 claims abstract description 40
- 239000004576 sand Substances 0.000 claims abstract description 33
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 22
- 239000000654 additive Substances 0.000 claims abstract description 20
- 239000000463 material Substances 0.000 claims abstract description 17
- 239000012190 activator Substances 0.000 claims abstract description 16
- 238000001914 filtration Methods 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- 239000002893 slag Substances 0.000 claims description 24
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 claims description 20
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims description 18
- 239000004568 cement Substances 0.000 claims description 15
- 230000018044 dehydration Effects 0.000 claims description 11
- 238000006297 dehydration reaction Methods 0.000 claims description 11
- 239000002245 particle Substances 0.000 claims description 11
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 claims description 10
- 239000000292 calcium oxide Substances 0.000 claims description 10
- 235000012255 calcium oxide Nutrition 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010881 fly ash Substances 0.000 claims description 8
- 229910052602 gypsum Inorganic materials 0.000 claims description 8
- 239000010440 gypsum Substances 0.000 claims description 8
- 239000000203 mixture Substances 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000004575 stone Substances 0.000 claims description 8
- 239000011398 Portland cement Substances 0.000 claims description 7
- 235000019353 potassium silicate Nutrition 0.000 claims description 6
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 6
- 229910000029 sodium carbonate Inorganic materials 0.000 claims description 5
- 230000000996 additive effect Effects 0.000 claims description 3
- 239000011734 sodium Substances 0.000 claims description 2
- 238000000465 moulding Methods 0.000 claims 2
- 238000006477 desulfuration reaction Methods 0.000 claims 1
- 230000023556 desulfurization Effects 0.000 claims 1
- 238000003756 stirring Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 6
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 238000005065 mining Methods 0.000 abstract description 3
- 239000012535 impurity Substances 0.000 abstract 1
- 238000007711 solidification Methods 0.000 description 6
- 230000008023 solidification Effects 0.000 description 6
- 238000001125 extrusion Methods 0.000 description 5
- 238000010297 mechanical methods and process Methods 0.000 description 5
- 239000000126 substance Substances 0.000 description 4
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000006703 hydration reaction Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 229910004298 SiO 2 Inorganic materials 0.000 description 2
- 239000000378 calcium silicate Substances 0.000 description 2
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 2
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012213 gelatinous substance Substances 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 235000010755 mineral Nutrition 0.000 description 1
- 239000004848 polyfunctional curative Substances 0.000 description 1
- 239000002910 solid waste 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
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/24—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing alkyl, ammonium or metal silicates; containing silica sols
- C04B28/26—Silicates of the alkali metals
-
- 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
- C04B18/0418—Wet materials, e.g. slurries
-
- 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
- C04B2111/00017—Aspects relating to the protection of the environment
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Treatment Of Sludge (AREA)
Abstract
本发明提供了一种利用海洋废弃淤泥制备环保人造砂石的方法,包括以下步骤:(1)过滤去除杂物(2)脱水降低含水率(3)将淤泥与固化剂、添加剂、激发剂等均匀搅拌固化处理得到固化淤泥(4)采用合适的方法将固化淤泥成型并制成卵石状(5)养护7~10天。本发明利用废弃海洋淤泥制得的环保人造砂石材料具有性能稳定、成本低、环境友好型等显著特点。不仅有效解决了废弃淤泥污染环境的问题,而且大大减少对天然碎石、卵石的消耗,避免了天然砂石开采过程中引起的环境、能源问题,可广泛用于各类港口工程、道路工程的建设,降低工程成本,具有很高的推广应用价值。
The invention provides a method for preparing environmentally friendly artificial sandstone from marine waste silt, which includes the following steps: (1) filtering to remove impurities (2) dehydrating to reduce the water content (3) mixing the silt with curing agents, additives, activators, etc. Stir evenly and solidify to obtain solidified sludge (4) Use a suitable method to shape the solidified sludge and make it into a pebble shape (5) Curing for 7 to 10 days. The environment-friendly artificial sandstone material prepared by using the discarded marine silt in the invention has the remarkable characteristics of stable performance, low cost, environment-friendliness and the like. It not only effectively solves the problem of waste sludge polluting the environment, but also greatly reduces the consumption of natural gravel and pebbles, and avoids environmental and energy problems caused by the mining of natural sand and gravel. It can be widely used in various port projects and road projects. construction, reduce engineering costs, and have high promotion and application value.
Description
技术领域technical field
本发明属于土木建筑材料技术领域,特别涉及一种利用海洋废弃淤泥制备环保人造砂石的方法。The invention belongs to the technical field of civil engineering and building materials, and in particular relates to a method for preparing environmentally friendly artificial sand and gravel by utilizing marine waste silt.
背景技术Background technique
沿海地区港口工程的建设和维护中都会产生大量含水率高的废弃淤泥,传统的陆地吹填、海洋倾倒等处理方法存在占地多、耗时长、成本高以及污染严重等系列问题。因此,在可持续发展理念下,如何采用合理环保有效的方式处理废弃淤泥,对于建设资源节约型、环境友好型社会具有重要的现实意义。The construction and maintenance of port projects in coastal areas will produce a large amount of waste sludge with high moisture content. Traditional land reclamation, ocean dumping and other treatment methods have a series of problems such as large area occupation, long time consumption, high cost and serious pollution. Therefore, under the concept of sustainable development, how to deal with waste sludge in a reasonable, environmentally friendly and effective way has important practical significance for building a resource-saving and environment-friendly society.
港口工程的建设同时需要大量的砂石材料,但砂石资源非常紧缺,特别是传统的砂石开采不仅造成不可再生的天然砂石资源大量消耗,严重破坏生态环境,且砂石破碎、分解过程中会消耗大量能源,存在高污染、高能耗及高CO2排放等问题。The construction of port projects also requires a large amount of sand and gravel materials, but the sand and gravel resources are very scarce, especially the traditional sand and gravel mining not only causes a large consumption of non-renewable natural sand and gravel resources, but also seriously damages the ecological environment, and the process of sand and gravel crushing and decomposition It will consume a lot of energy, and there are problems such as high pollution, high energy consumption and high CO 2 emissions.
发明内容Contents of the invention
本发明的目的在于克服上述技术中的不足,提供一种利用海洋废弃淤泥制备环保人造砂石的方法,所制备的人造砂石性能良好,是一种良好的天然砂石替代品。采用海洋废弃淤泥为原料,因地制宜就地取材,成本低廉,有效降低了港口工程建设成本,同时实现海洋废弃淤泥的资源化利用。The purpose of the present invention is to overcome the shortcomings of the above-mentioned technologies, and provide a method for preparing environmentally friendly artificial sandstone from marine waste sludge. The prepared artificial sandstone has good performance and is a good substitute for natural sandstone. Using marine waste silt as raw material, and local materials according to local conditions, the cost is low, which effectively reduces the cost of port engineering construction, and at the same time realizes the resource utilization of marine waste silt.
本发明提高的技术方案如下:The technical scheme that the present invention improves is as follows:
一种利用海洋废弃淤泥制备环保人造砂石的方法,该方法包括以下步骤,A method for preparing environmentally friendly artificial sand by using marine waste silt, the method includes the following steps,
(1)过滤,过滤去除淤泥中大颗粒石块、水草等杂物;(1) Filtration, filtering to remove large particles of stones, aquatic plants and other debris in the sludge;
(2)脱水,将过滤后淤泥离心脱水至含水率为45%~75%;(2) Dehydration, centrifugal dehydration of the filtered sludge to a moisture content of 45%~75%;
(3)固化,将脱水后的淤泥与固化剂、添加剂、碱性激发剂按以下比例混合搅拌均匀,形成固化淤泥,其中各组分的质量份组成为淤泥40~65份、固化剂15~35份、添加剂10~20份、碱性激发剂1~15份;(3) Solidification. Mix and stir the dehydrated sludge with curing agent, additives and alkaline activator according to the following ratio evenly to form solidified sludge. The mass parts of each component are composed of 40~65 parts of sludge, 15~ of curing agent 35 parts, 10~20 parts of additives, 1~15 parts of basic activator;
固化剂质量份组成为早强型普通硅酸盐水泥15~35、生石灰0~15份;The curing agent is composed of 15-35 parts of early-strength ordinary Portland cement and 0-15 parts of quicklime;
添加剂质量份组成为粉煤灰3~10份、炉渣1~5份、水泥渣1~5份、钢渣1~3份、脱硫石膏1~2份;The additive mass composition is 3~10 parts of fly ash, 1~5 parts of slag, 1~5 parts of cement slag, 1~3 parts of steel slag, and 1~2 parts of desulfurized gypsum;
碱性激发剂质量分组成为水玻璃(Na2SiO3·9H2O)0~5份、氢氧化钠0~5份、碳酸钠0~5份,三者质量份之和为1~15份;The mass of the alkaline activator is divided into 0-5 parts of water glass (Na 2 SiO 3 9H 2 O), 0-5 parts of sodium hydroxide, and 0-5 parts of sodium carbonate, and the sum of the three parts by mass is 1-15 parts ;
(4)成型,将固化淤泥通过成型机成型,再通过合适的人工或机械方法制成大小均匀的卵石状砂石料;(4) Forming, forming the solidified sludge through a forming machine, and then making pebble-like sand and gravel materials of uniform size through suitable manual or mechanical methods;
(5)养护,将得到的卵石状砂石料自然养护7~10天。(5) Curing, the obtained pebble-like sand and gravel are naturally cured for 7 to 10 days.
本发明中各组分的作用:The effect of each component among the present invention:
淤泥。海洋废弃淤泥为本发明制作环保砂石的原料,并提供一定的水环境。silt. Marine discarded silt is the raw material for making environmentally friendly sand and gravel in the present invention, and provides a certain water environment.
固化剂。一、水泥与淤泥中含水率发生水化反应,生成水化硅酸钙、水化铝酸钙等胶凝物质,使淤泥质土粒胶结在一起;二、生石灰一方面具有较强吸水性,可以在反应初期显著降低淤泥的含水率;三、生石灰中的主要组分CaO与淤泥中含水率反应生成大量的Ca(OH)2,为水泥和添加剂中含有的活性SiO2、Al2O3、Fe2O3等发生水化反应提供合适的碱性环境。Hardener. 1. The hydration reaction between cement and the water content in the silt produces gelling substances such as hydrated calcium silicate and hydrated calcium aluminate, so that the silty soil particles are cemented together; 2. On the one hand, quicklime has strong water absorption. It can significantly reduce the water content of the sludge in the initial stage of the reaction; 3. CaO, the main component in the quicklime, reacts with the water content in the sludge to generate a large amount of Ca(OH) 2 , which is the active SiO 2 and Al 2 O 3 contained in the cement and additives. , Fe 2 O 3 , etc. to provide a suitable alkaline environment for hydration reactions.
添加剂。掺入的粉煤灰、炉渣、水泥渣、钢渣、脱硫石膏等物质都是具有火山灰效应的固体废弃物,一方面废物利用有效的处理了这些废弃物,另一方面这些物质中含有的活性SiO2、Al2O3、Fe2O3等在碱性条件下同样可生成水化硅酸钙、水化铝酸钙等胶凝物质,粘结淤泥质土粒。additive. The mixed fly ash, slag, cement slag, steel slag, desulfurized gypsum and other substances are all solid wastes with pozzolanic effects. On the one hand, waste utilization effectively treats these wastes. On the other hand, the active SiO contained in these substances 2. Al 2 O 3 , Fe 2 O 3 , etc. can also produce gelatinous substances such as calcium silicate hydrate and calcium aluminate hydrate under alkaline conditions, which can bond silty soil particles.
激发剂。促进添加剂中SiO2、Al2O3、Fe2O3等结构解体,加速添加剂和固化剂反应生成胶凝物质,同时还能有效激发土颗粒中的矿物组分活性,加快水化进程。stimulant. Promote the disintegration of SiO 2 , Al 2 O 3 , Fe 2 O 3 structures in additives, accelerate the reaction of additives and curing agents to form gelling substances, and at the same time effectively stimulate the activity of mineral components in soil particles and accelerate the hydration process.
本发明的有益效果:Beneficial effects of the present invention:
本发明提供的一种利用海洋废弃淤泥制备环保人造砂石的方法,可对废弃海洋淤泥进行处理进而制得粒径大小合适的砂石材料,其具有性能稳定、成本低廉、环境友好等优点,可广泛用于各类港口工程、道路工程等工程建设,以部分或完全替代天然碎石、卵石,降低工程成本。一方面合理有效地解决了废弃淤泥堆积占地、抛填污染环境等一系列问题,另一方面处理后的淤泥可作为一种环保人造砂石材料用于工程建设,可大大减少对天然碎石、卵石的消耗,从而有效避免天然砂石开采过程中引起的环境、能源问题,实现了淤泥废物无害化、资源化处理的目的,具有良好的经济价值和社会价值。The invention provides a method for preparing environmentally friendly artificial sand and gravel by using marine waste silt, which can process waste marine silt to produce sand and gravel materials with suitable particle sizes, which has the advantages of stable performance, low cost, and environmental friendliness. It can be widely used in various port projects, road projects and other engineering constructions to partially or completely replace natural gravel and pebbles and reduce project costs. On the one hand, it reasonably and effectively solves a series of problems such as the accumulation of waste silt and the pollution of the environment. On the other hand, the treated silt can be used as an environmentally friendly artificial sandstone material for engineering construction, which can greatly reduce the impact on natural gravel. , The consumption of pebbles, thereby effectively avoiding the environmental and energy problems caused by the mining process of natural sand and gravel, and realizing the purpose of harmless and resourceful treatment of sludge waste, has good economic and social value.
附图说明Description of drawings
图1为本发明制备方法的流程图。Fig. 1 is the flowchart of preparation method of the present invention.
具体实施方式detailed description
下面描述本发明的几个实施例,本发明的内容完全不局限于此。图1示出了本发明的制备方法流程图。Several embodiments of the present invention are described below, and the content of the present invention is not limited thereto at all. Fig. 1 shows the flow chart of the preparation method of the present invention.
实施例1Example 1
(1)过滤,取某港口废弃疏浚海洋淤泥,过滤去除淤泥中大颗粒石块、水草等杂物;(1) Filtration, take the discarded dredged marine silt from a certain port, and filter to remove large particles of stones, aquatic plants and other debris in the silt;
(2)脱水,将过滤后淤泥离心脱水至含水率为65%;(2) Dehydration, centrifuging and dehydrating the filtered sludge to a moisture content of 65%;
(3)固化,取脱水后的淤泥45份、固化剂30份、添加剂18份、碱性激发剂7份,一起放入搅拌机中混合搅拌均匀,形成固化淤泥,其中部分组分质量份组成如下:(3) Solidification. Take 45 parts of dehydrated sludge, 30 parts of curing agent, 18 parts of additives, and 7 parts of alkaline activator, and put them into a mixer to mix and stir evenly to form a solidified sludge. The composition of some components by mass is as follows :
固化剂,52.5R级早强型普通硅酸盐水泥20份、生石灰10份;Curing agent, 20 parts of 52.5R grade early strength ordinary Portland cement, 10 parts of quicklime;
添加剂,粉煤灰10份、炉渣4份、水泥渣2份、钢渣1份、脱硫石膏1份;Additives, 10 parts of fly ash, 4 parts of slag, 2 parts of cement slag, 1 part of steel slag, 1 part of desulfurized gypsum;
碱性激发剂,水玻璃5份、氢氧化钠1份、碳酸钠1份;Alkaline activator, 5 parts of water glass, 1 part of sodium hydroxide, 1 part of sodium carbonate;
(4)成型,将固化淤泥于活塞挤出式成型机中成圆柱状,通过合适的人工或机械方法形成大小均匀的卵石状砂石料;(4) Forming, the solidified sludge is formed into a cylindrical shape in a piston extrusion molding machine, and pebble-like sand and gravel materials of uniform size are formed by suitable manual or mechanical methods;
(5)养护,将得到的卵石状砂石料自然养护8天即可。(5) Curing, the obtained pebble-like sand and gravel can be naturally cured for 8 days.
实施例1所制得的环保人造砂石在105℃烘干后测得抗压强度为21MPa,压碎值14.3%,其性能指标宜符合JGJ52-2006《普通混凝土用砂、石质量及检验方法标准》的相关规定,且优于相同条件下单一水泥做固化剂制得的砂石材料性能(抗压强度为16MPa,压碎值17%)。The environmental-friendly artificial sand produced in Example 1 has a compressive strength of 21MPa and a crushing value of 14.3% after being dried at 105°C, and its performance index should conform to JGJ52-2006 "Quality and Inspection Methods of Sand and Stone for Ordinary Concrete". The relevant provisions of the Standard, and it is superior to the sandstone material performance (compressive strength of 16MPa, crushing value of 17%) made of single cement as the curing agent under the same conditions.
实施例2Example 2
(1)过滤,取某港口废弃疏浚海洋淤泥,过滤去除淤泥中大颗粒石块、水草等杂物;(1) Filtration, take the discarded dredged marine silt from a certain port, and filter to remove large particles of stones, aquatic plants and other debris in the silt;
(2)脱水,将过滤后淤泥离心脱水至含水率为52%;(2) Dehydration, centrifuging and dehydrating the filtered sludge to a moisture content of 52%;
(3)固化,取脱水后的淤泥52份、固化剂25份、添加剂15份、碱性激发剂8份,一起放入搅拌机中混合搅拌均匀,形成固化淤泥,其中部分组分质量份组成如下:(3) Solidification. Take 52 parts of dehydrated sludge, 25 parts of curing agent, 15 parts of additives, and 8 parts of alkaline activator, and put them into a mixer to mix and stir evenly to form a solidified sludge. The composition of some components by mass is as follows :
固化剂,52.5R级早强型普通硅酸盐水泥15份、生石灰10份;Curing agent, 52.5R grade early-strength ordinary Portland cement 15 parts, quicklime 10 parts;
添加剂,粉煤灰9份、炉渣3份、水泥渣1份、钢渣1份、脱硫石膏1份;Additives, 9 parts of fly ash, 3 parts of slag, 1 part of cement slag, 1 part of steel slag, 1 part of desulfurized gypsum;
碱性激发剂,水玻璃5份、氢氧化钠2份、碳酸钠1份;Alkaline activator, 5 parts of water glass, 2 parts of sodium hydroxide, 1 part of sodium carbonate;
(4)成型,将固化淤泥于挤出式成型机中成球,形成大小均匀的卵石状砂石料;(4) Forming, the solidified sludge is formed into balls in an extrusion molding machine to form pebble-like sand and gravel materials of uniform size;
(5)养护,将得到的卵石状砂石料自然养护9天即可。(5) Curing, the obtained pebble-like sand and gravel can be naturally cured for 9 days.
实施例2所制得的环保人造砂石在105℃烘干后测得抗压强度为18MPa,压碎值15%,其性能指标宜符合JGJ52-2006《普通混凝土用砂、石质量及检验方法标准》的相关规定,且优于相同条件下单一水泥做固化剂制得的砂石材料性能(抗压强度为14MPa,压碎值18%)。The environmental-friendly artificial sandstone obtained in Example 2 is dried at 105°C and measured to have a compressive strength of 18MPa and a crushing value of 15%. The relevant provisions of the Standard, and it is superior to the sandstone material performance (compressive strength of 14MPa, crushing value of 18%) made of single cement as the curing agent under the same conditions.
实施例3Example 3
(1)过滤,取某港口废弃疏浚海洋淤泥,过滤去除淤泥中大颗粒石块、水草等杂物;(1) Filtration, take the discarded dredged marine silt from a certain port, and filter to remove large particles of stones, aquatic plants and other debris in the silt;
(2)脱水,将过滤后淤泥离心脱水至含水率为58%;(2) Dehydration, centrifugal dehydration of the filtered sludge to a moisture content of 58%;
(3)固化,取脱水后的淤泥58份、固化剂30份、添加剂10.4份、碱性激发剂1.6份,一起放入搅拌机中混合搅拌均匀,形成固化淤泥,其中部分组分质量分组成如下:(3) Solidification. Take 58 parts of dehydrated sludge, 30 parts of curing agent, 10.4 parts of additives, and 1.6 parts of alkaline activator, and put them into a mixer to mix and stir evenly to form a solidified sludge. The mass composition of some components is as follows :
固化剂,52.5R级早强型普通硅酸盐水泥15份、生石灰15份;Curing agent, 52.5R grade early-strength ordinary Portland cement 15 parts, quicklime 15 parts;
添加剂,粉煤灰5份、炉渣1份、水泥渣1份、钢渣2份、脱硫石膏1.4份;Additives, 5 parts of fly ash, 1 part of slag, 1 part of cement slag, 2 parts of steel slag, 1.4 parts of desulfurized gypsum;
碱性激发剂,水玻璃1.6份;Alkaline activator, 1.6 parts of water glass;
(4)成型,将固化淤泥于活塞挤出式成型机中成圆柱状,通过合适的人工或机械方法形成大小均匀的卵石状砂石料;(4) Forming, the solidified sludge is formed into a cylindrical shape in a piston extrusion molding machine, and pebble-like sand and gravel materials of uniform size are formed by suitable manual or mechanical methods;
(5)养护,将得到的卵石状砂石料自然养护7天即可。(5) Curing, the obtained pebble-like sand and gravel can be naturally cured for 7 days.
实施例3所制得的环保人造砂石在105℃烘干后测得抗压强度值为27.3MPa,压碎值13.9%,其性能指标宜符合JGJ52-2006《普通混凝土用砂、石质量及检验方法标准》的相关规定,且优于相同条件下单一水泥做固化剂制得的砂石材料性能(抗压强度为20MPa,压碎值17%)。The environmental-friendly artificial sandstone obtained in Example 3 is dried at 105°C, and the compressive strength value is 27.3MPa, and the crushing value is 13.9%. It is better than the performance of sand and gravel materials made of single cement as curing agent under the same conditions (compressive strength is 20MPa, crushing value is 17%).
实施例4Example 4
(1)过滤,取某港口废弃疏浚海洋淤泥,过滤去除淤泥中大颗粒石块、水草等杂物;(1) Filtration, take the discarded dredged marine silt from a certain port, and filter to remove large particles of stones, aquatic plants and other debris in the silt;
(2)脱水,将过滤后淤泥离心脱水至含水率为45%;(2) Dehydration, centrifuging and dehydrating the filtered sludge to a moisture content of 45%;
(3)固化,取脱水后的淤泥40份、固化剂15份、添加剂10份、碱性激发剂1份,一起放入搅拌机中混合搅拌均匀,形成固化淤泥,其中部分组分质量份组成如下:(3) Solidification. Take 40 parts of dehydrated sludge, 15 parts of curing agent, 10 parts of additives, and 1 part of alkaline activator, and put them into a mixer to mix and stir evenly to form a solidified sludge. The composition of some components by mass is as follows :
固化剂,52.5R级早强型普通硅酸盐水泥14份、生石灰1份;Curing agent, 14 parts of 52.5R grade early strength ordinary Portland cement, 1 part of quicklime;
添加剂,粉煤灰3份、炉渣2份、水泥渣2份、钢渣1份、脱硫石膏2份;Additives, 3 parts of fly ash, 2 parts of slag, 2 parts of cement slag, 1 part of steel slag, 2 parts of desulfurized gypsum;
碱性激发剂,氢氧化钠1份;Alkaline activator, 1 part of sodium hydroxide;
(4)成型,将固化淤泥于活塞挤出式成型机中成圆柱状,通过合适的人工或机械方法形成大小均匀的卵石状砂石料;(4) Forming, the solidified sludge is formed into a cylindrical shape in a piston extrusion molding machine, and pebble-like sand and gravel materials of uniform size are formed by suitable manual or mechanical methods;
(5)养护,将得到的卵石状砂石料自然养护7天即可。(5) Curing, the obtained pebble-like sand and gravel can be naturally cured for 7 days.
实施例4所制得的环保人造砂石在105℃烘干后测得抗压强度值为15.6MPa,压碎值16%,其性能指标宜符合JGJ52-2006《普通混凝土用砂、石质量及检验方法标准》的相关规定,且优于相同条件下单一水泥做固化剂制得的砂石材料性能(抗压强度为10MPa,压碎值21%)。The environmental-friendly artificial sandstone obtained in Example 4 is dried at 105 DEG C, and the compressive strength value is 15.6MPa, and the crushing value is 16%. It is better than the performance of sand and gravel materials made of single cement as curing agent under the same conditions (compressive strength is 10MPa, crushing value is 21%).
实施例5Example 5
(1)过滤,取某港口废弃疏浚海洋淤泥,过滤去除淤泥中大颗粒石块、水草等杂物;(1) Filtration, take the discarded dredged marine silt from a certain port, and filter to remove large particles of stones, aquatic plants and other debris in the silt;
(2)脱水,将过滤后淤泥离心脱水至含水率为75%;(2) Dehydration, centrifugal dehydration of the filtered sludge to a moisture content of 75%;
(3)固化,取脱水后的淤泥65份、固化剂35份、添加剂20份、碱性激发剂15份,一起放入搅拌机中混合搅拌均匀,形成固化淤泥,其中部分组分质量分组成如下:(3) Solidification. Take 65 parts of dehydrated sludge, 35 parts of curing agent, 20 parts of additives, and 15 parts of alkaline activator, and put them into a mixer to mix and stir evenly to form a solidified sludge. The mass composition of some components is as follows :
固化剂,52.5R级早强型普通硅酸盐水泥23份、生石灰12份;Curing agent, 23 parts of 52.5R grade early strength ordinary Portland cement, 12 parts of quicklime;
添加剂,粉煤灰5份、炉渣5份、水泥渣5份、钢渣3份、脱硫石膏2份;Additives, 5 parts of fly ash, 5 parts of slag, 5 parts of cement slag, 3 parts of steel slag, 2 parts of desulfurized gypsum;
碱性激发剂,水玻璃5份、氢氧化钠5份、碳酸钠5份;Alkaline activator, 5 parts of water glass, 5 parts of sodium hydroxide, 5 parts of sodium carbonate;
(4)成型,将固化淤泥于活塞挤出式成型机中成圆柱状,通过合适的人工或机械方法形成大小均匀的卵石状砂石料;(4) Forming, the solidified sludge is formed into a cylindrical shape in a piston extrusion molding machine, and pebble-like sand and gravel materials of uniform size are formed by suitable manual or mechanical methods;
(5)养护,将得到的卵石状砂石料自然养护10天即可。(5) Curing, the obtained pebble-like sand and gravel can be naturally cured for 10 days.
实施例5所制得的环保人造砂石在105℃烘干后测得抗压强度值为32MPa,压碎值12%,其性能指标宜符合JGJ52-2006《普通混凝土用砂、石质量及检验方法标准》的相关规定,且优于相同条件下单一水泥做固化剂制得的砂石材料性能(抗压强度为25MPa,压碎值14.3%)。The environmental-friendly artificial sandstone obtained in Example 5 is dried at 105°C, and the compressive strength value is 32MPa, and the crushing value is 12%. According to the relevant provisions of the Method Standard, it is better than the sandstone material performance (compressive strength of 25MPa, crushing value of 14.3%) made of single cement as the curing agent under the same conditions.
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