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CN102936125B - Constructed wetland padding brick and preparation method thereof - Google Patents

Constructed wetland padding brick and preparation method thereof Download PDF

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Publication number
CN102936125B
CN102936125B CN201210426416.0A CN201210426416A CN102936125B CN 102936125 B CN102936125 B CN 102936125B CN 201210426416 A CN201210426416 A CN 201210426416A CN 102936125 B CN102936125 B CN 102936125B
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China
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particle size
wetland filler
artificial wetland
filler brick
brick
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CN102936125A (en
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解清杰
姚一凡
蒋志辉
黄晓龙
周清时
袁广娇
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Jiangsu University
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Jiangsu University
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Abstract

本发明公开了一种人工湿地填料砖及其制备方法,属于污水处理领域。本发明形状为边长为8-12cm、高为40-50cm的六棱柱体。常温下,将各粒径的由质量比为粒径2-8mm石灰石、30-40%的粒径3-10mm煤渣、5-10%的粒径<2mm粉煤灰、15-20%的粒径<2mm粘土、15-25%的粒径3-8mm火山岩、5-10%的粒径2-8mm改性硅藻土和10-15%的水按比例添加搅拌均匀。将浆料倒入相应的模具中并在80-120Pa/mm2的压力下压制成型,脱模后自然风干,即制得人工湿地填料砖。本发明适用于人工湿地,结构简单、便于安装运输、水流通畅、防止堵塞、有利于微生物的附着生长、处理效率稳定。

Figure 201210426416

The invention discloses an artificial wetland filler brick and a preparation method thereof, belonging to the field of sewage treatment. The shape of the present invention is a hexagonal prism with a side length of 8-12 cm and a height of 40-50 cm. At room temperature, the mass ratio of each particle size is limestone with a particle size of 2-8mm, 30-40% of coal cinder with a particle size of 3-10mm, 5-10% of fly ash with a particle size of <2mm, and 15-20% of Clay with a diameter of <2mm, 15-25% of volcanic rock with a particle size of 3-8mm, 5-10% of modified diatomite with a particle size of 2-8mm and 10-15% of water are added in proportion and stirred evenly. Pour the slurry into the corresponding mold and press to form under the pressure of 80-120Pa/mm2, after demoulding, air-dry naturally to obtain the artificial wetland filler brick. The invention is suitable for artificial wetlands, has simple structure, is convenient for installation and transportation, has smooth water flow, prevents clogging, is beneficial to the attachment and growth of microorganisms, and has stable treatment efficiency.

Figure 201210426416

Description

A kind of Performance of Constructed Wetlands Substrates brick and preparation method thereof
Technical field
the invention belongs to technical field of sewage, specifically, it relates to a kind of Performance of Constructed Wetlands Substrates brick and preparation method thereof, for the pollutent in artificial swamp steady removal water body.
Background technology
Along with social development, the continuous expansion of industry, the pollution that mankind's activity brings to environment aggravates, and wherein the pollution problem of water surrounding stands in the breach.A large amount of trade effluents, sanitary sewage, mining industry waste water enters among water body, and water surrounding and the mankind's life condition has been caused to great threat.
As half the most frequently used environmental Sewage treatment systems, artificial swamp has that low, the less energy consumption of investment working cost, treatment effect are good, the advantage such as beautify the environment, it utilizes the acting in conjunction of soil, filler, waterplant and microorganism to remove the pollution substance of sewage, reaches the effect of purifying water body.Filler, as matrix and the carrier of artificial swamp, is its important component part.The growth of the structure of filler and character pair current, plant, microbial process all tool have a significant impact, and the selection of filler can have influence on the effect that wetland is disposed of sewage.
At present, in artificial swamp engineering, the filler that uses mostly is spherical, rectangular parallelepiped and square build, and material be take sandstone as main.In construction, exist in operational process and be difficult for transportation, the problems such as inconvenient, interior porosity is wayward, current short circuit, obstruction, treatment effect are unstable of changing are installed.This novel wetland filler can solve rectangular parallelepiped for wet land system, current that square filler easily causes straight under, current short circuit, Ball-type packing hole is the problem such as obstruction easily; Flyash, cinder have good adsorptive power, Wingdale has and has good effect dephosphorization, the volcanics of porous be added with the apposition growth that is beneficial to the microorganism on wetland, and avoided the filler that single filler life-time service may cause to stop up, improved the treatment effect to sewage.
Summary of the invention
The object of the present invention is to provide a kind of stable Novel constructed wetland packing of installation and transportation, performance optimization, treatment effect and preparation method thereof of being convenient to, be intended to solve the deficiency of existing Performance of Constructed Wetlands Substrates.
Technical scheme provided by the invention is as follows: a kind of Performance of Constructed Wetlands Substrates brick, filler is positive hexagonal prism type, the length of side is 8-12cm, height is 40-50cm, by mass ratio be the particle diameter 3-10mm cinder of particle diameter 2-8mm Wingdale, 30-40%, the particle diameter <2mm clay of the particle diameter <2mm flyash of 5-10%, 15-20%, the particle diameter 3-8mm volcanics of 15-25%, the particle diameter 2-8mm modification infusorial earth of 5-10% and the water of 10-15% form.Determine porosity>=30% of this filler, volume density 1.2 * 10 3-1.5 * 10 3kg/m 3;, permeation rate 15-20m/h.
The present invention also provides the preparation method of above-mentioned Novel constructed wetland packing brick, and its concrete preparation process is as follows: first, at normal temperatures, above-mentioned various materials are stirred in proportion, wherein using clay as binding agent.Secondly, pouring slurry into the length of side is in 8-12cm, the high positive hexagonal prism mould for 40-50cm, and at 80-120Pa/mm 2pressure under compression moulding.Natural air drying after the demoulding, can make this Novel constructed wetland packing brick.
Innovation of the present invention is: by design, prepare a kind of six prismatic Novel constructed wetland packing bricks 1., solve current that in wetland engineering, rectangular parallelepiped filler brick exists straight under, short circuit, the easy blockage problem of Ball-type packing brick hole, thus sewage is effectively addressed; 2. filler brick forms and to comprise and Wingdale, cinder, flyash, clay, volcanics and modification infusorial earth filler grating is optimized.The use of multiple material can avoid the filler that single filler brick life-time service may cause to stop up, and the environment of the apposition growth that is more conducive to microorganism is provided, thereby improves the wastewater treatment efficiency of artificial swamp.
Accompanying drawing explanation
Fig. 1 is Novel constructed wetland packing brick perspective view.
Embodiment
As shown in Figure 1, a kind of Performance of Constructed Wetlands Substrates brick, is positive hexagonal prism structure, and its concrete size is as follows: the length of side is 8-12cm, the high 40-50cm of being.For fear of obstruction, the environment that is more conducive to attached growth of microorganisms is provided, improve the wastewater treatment efficiency of wetland, determine porosity>=30% of this filler, volume density 1.2 * 10 3-1.5 * 10 3kg/m 3;permeation rate 15-20m/h, filler brick by mass ratio, be the particle diameter 3-10mm cinder of particle diameter 2-8mm Wingdale, 30-40%, the particle diameter <2mm clay of the particle diameter <2mm flyash of 5-10%, 15-20%, the particle diameter 3-8mm volcanics of 15-25%, the particle diameter 2-8mm modification infusorial earth of 5-10% and the water of 10-15% form.
Preparation method: under (1) normal temperature, the Wingdale of each particle diameter, cinder, flyash, clay, volcanics, modification infusorial earth and water are added and stirred in proportion, wherein using clay as binding agent; (2) slurry being stirred being poured into the length of side is in 8-12cm, the high positive hexagonal prism mould for 40-50cm; (3) at 80-120Pa/mm 2pressure under be pressed into the shape shown in Fig. 1; (4) air-dry under state of nature after the demoulding.This filler is built installation by laying bricks or stones on clay compacting impervious barrier, convenient and swift, forms suitable space, can avoid conventional filler easily to stop up, transport and install the problems such as difficulty, the easy short circuit of current, improves the treatment effect of Wetlands on Wastewater.

Claims (5)

1.一种人工湿地填料砖的制备方法,其特征在于,具体步骤如下:常温下,将质量百分比为10-15%的粒径2-8mm石灰石、30-40%的粒径3-10mm煤渣、5-10%的粒径<2mm粉煤灰、15-20%的粒径<2mm粘土、15-25%的粒径3-8mm火山岩、5-10%的粒径2-8mm改性硅藻土和10-15%的水添加搅拌均匀;将浆料倒入边长为8-12cm、高为40-50cm的正六棱柱体模具中,并在80-120Pa/mm2的压力下压制成型,脱模后自然风干,即制得人工湿地填料砖。 1. A preparation method for artificial wetland filler brick, characterized in that, the concrete steps are as follows: at normal temperature, the mass percent is 10-15% limestone with a particle size of 2-8mm, 30-40% of the particle size with 3-10mm cinder , 5-10% of particle size <2mm fly ash, 15-20% of particle size <2mm clay, 15-25% of particle size of 3-8mm volcanic rock, 5-10% of particle size of 2-8mm modified silicon Add algae earth and 10-15% water and stir evenly; pour the slurry into a regular hexagonal prism mold with a side length of 8-12cm and a height of 40-50cm, and press it under a pressure of 80-120Pa/ mm2 , natural air-drying after demoulding, the artificial wetland filler brick is obtained. 2.一种人工湿地填料砖,其特征在于,利用权利要求1所述的人工湿地填料砖的制备方法制得的人工湿地填料砖。 2. An artificial wetland filler brick, characterized in that, the artificial wetland filler brick prepared by the method for preparing the artificial wetland filler brick according to claim 1. 3.如权利要求2所述的人工湿地填料砖,其特征在于,所述人工湿地填料砖的孔隙率≥30%。 3. The artificial wetland filler brick according to claim 2, characterized in that the porosity of the artificial wetland filler brick is ≥ 30%. 4.如权利要求2所述的人工湿地填料砖,其特征在于,所述人工湿地填料砖的体积密度为1.2×10—1.5×103  Kg/m34. The constructed wetland filler brick according to claim 2, characterized in that the volume density of the constructed wetland filler brick is 1.2×10 3 -1.5×10 3 Kg/m 3 . 5.如权利要求2所述的人工湿地填料砖,其特征在于,所述人工湿地填料砖的透水速率为15—20m/h。 5. The artificial wetland filler brick according to claim 2, characterized in that, the water permeability rate of the artificial wetland filler brick is 15-20m/h.
CN201210426416.0A 2012-10-31 2012-10-31 Constructed wetland padding brick and preparation method thereof Expired - Fee Related CN102936125B (en)

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CN103241991A (en) * 2013-05-14 2013-08-14 河北益生环保科技有限公司 Gravel filler and preparation method thereof
CN104229982A (en) * 2014-09-29 2014-12-24 滁州友林科技发展有限公司 Inorganic compound water treatment padding and preparation method thereof
CN104909712A (en) * 2015-05-29 2015-09-16 柳州普亚贸易有限公司 Water-permeable floor tiles
CN104909783A (en) * 2015-05-29 2015-09-16 柳州普亚贸易有限公司 Method for preparing water-permeable floor tiles
CN105906306A (en) * 2016-04-13 2016-08-31 凤阳县凤城建安预制厂 High-strength renewable environment-friendly road traffic stone prepared from granite
MX395446B (en) * 2019-03-14 2025-03-25 Cornejo Jose Santos Limon MIXTURE, MOULDABLE PASTE AND METHOD FOR PRODUCING PRODUCTS WITH THE APPEARANCE OF VOLCANIC ROCK.
CN112062596A (en) * 2020-08-07 2020-12-11 兰州理工大学 Novel environment-friendly wetland filler brick and preparation method thereof
CN113354391A (en) * 2021-07-01 2021-09-07 四川瑞泽科技有限责任公司 Ecological environment-friendly slow-release brick with water body decontamination effect and preparation method and application thereof

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Publication number Priority date Publication date Assignee Title
CN1043117A (en) * 1989-12-16 1990-06-20 湖北省电力试验研究所 Free of calcining and steam curing flyash brick and preparation method thereof

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1043117A (en) * 1989-12-16 1990-06-20 湖北省电力试验研究所 Free of calcining and steam curing flyash brick and preparation method thereof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
唐仁美.免烧砖制造方法与建筑施工.《免烧砖制造方法与建筑施工》.1993,全文. *

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