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CN118271040A - A preparation process of high-strength foamed concrete - Google Patents

A preparation process of high-strength foamed concrete Download PDF

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Publication number
CN118271040A
CN118271040A CN202410443591.3A CN202410443591A CN118271040A CN 118271040 A CN118271040 A CN 118271040A CN 202410443591 A CN202410443591 A CN 202410443591A CN 118271040 A CN118271040 A CN 118271040A
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parts
mass
strength
foamed concrete
weight
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沈剑
陈国贤
沈天坤
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Zhejiang Taizhou Tianqiang Building Materials Co ltd
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Zhejiang Taizhou Tianqiang Building Materials Co ltd
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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
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • 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
    • C04B16/00Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B16/02Cellulosic materials
    • 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/26Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B24/2623Polyvinylalcohols; Polyvinylacetates
    • 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/38Polysaccharides or derivatives thereof
    • C04B24/383Cellulose or derivatives thereof
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
    • 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention discloses a preparation process of high-strength foam concrete, which comprises the steps of adding water and sodium hydroxide into a stirrer, completely dissolving the sodium hydroxide, adding 0.03 to 0.1 part by mass of hydroxypropyl methyl cellulose, 0.05 to 0.2 part by mass of polyvinyl alcohol and 1 part by mass of palm fiber into a sodium hydroxide solution, adding cement and coal ash into the mixture, stirring, adding 180 to 594 parts by mass of the added cement and 120 to 600 parts by mass of the coal ash, adding 150 to 510 parts by mass of the added water, adding 0.5 part by mass of a high-efficiency water reducing agent into the mixture, stirring for ninety seconds, adding 0.4 to 0.7 part by mass of aluminum powder paste, obtaining foam concrete, naturally foaming the foam concrete in a mold frame, and demoulding after the strength of the foam concrete reaches the requirement, and cutting the foam concrete into blocks.

Description

一种高强度泡沫混凝土的制备工艺A preparation process of high-strength foamed concrete

技术领域Technical Field

本发明属于混凝土技术领域,具体为一种高强度泡沫混凝土的制备工艺。The present invention belongs to the technical field of concrete, and specifically relates to a preparation process of high-strength foamed concrete.

背景技术Background technique

泡沫混凝土在施工过程中可泵性好,抗压强度高(0.5-22.2Mpa),冲击能量吸收性能好,可大量利用工业废渣,并且价格低廉。泡沫混凝土属多孔材料,因此它也是一种良好的隔音、保温材料,在建筑物的楼层和高速公路的隔音板、地下建筑物的顶层等可采用该材料作为隔音层,楼面及墙体保温应用极为广泛。泡沫混凝土是无机材料,不会燃烧,从而具有良好的耐火性,在建筑物上使用,可提高建筑物的防火性能。During the construction process, foamed concrete has good pumpability, high compressive strength (0.5-22.2Mpa), good impact energy absorption performance, can make use of a large amount of industrial waste slag, and is inexpensive. Foamed concrete is a porous material, so it is also a good sound insulation and thermal insulation material. It can be used as a sound insulation layer in the floors of buildings, sound insulation boards on highways, and the top floors of underground buildings. It is widely used in floor and wall insulation. Foamed concrete is an inorganic material that does not burn, so it has good fire resistance. When used in buildings, it can improve the fire resistance of buildings.

但是常见的泡沫混凝土强度偏低,使用时间久了之后混凝土容易发生开裂,从而影响了整体建筑的耐久性。However, the strength of common foam concrete is relatively low, and the concrete is prone to cracking after long-term use, thus affecting the durability of the entire building.

发明内容Summary of the invention

本发明的目的在于提供一种高强度泡沫混凝土的制备工艺,用于制作高强度的泡沫混凝土。The purpose of the present invention is to provide a preparation process of high-strength foamed concrete, which is used for making high-strength foamed concrete.

为了实现上述目的,本发明提供如下技术方案:In order to achieve the above object, the present invention provides the following technical solutions:

一种高强度泡沫混凝土的制备工艺,包括步骤:A preparation process of high-strength foamed concrete, comprising the steps of:

步骤一,将水和氢氧化钠(NaOH)加入搅拌机内,搅拌以将氢氧化钠完全溶解,其中,添加的氢氧化钠是1.6至2.8质量份;Step 1, adding water and sodium hydroxide (NaOH) into a mixer, stirring to completely dissolve the sodium hydroxide, wherein the added sodium hydroxide is 1.6 to 2.8 parts by mass;

步骤二,向氢氧化钠溶液内添加0.03至0.1质量份的羟丙基甲基纤维素、0.05至0.2质量份的聚乙烯醇和1质量份的棕丝,搅拌均匀;Step 2: Add 0.03 to 0.1 parts by mass of hydroxypropyl methylcellulose, 0.05 to 0.2 parts by mass of polyvinyl alcohol and 1 part by mass of brown fiber into the sodium hydroxide solution and stir evenly;

步骤三,向步骤二制备得到的混合物内加入水泥和煤灰同时进行搅拌,搅拌直至水泥和煤灰混合均匀,其中,添加的水泥重量180至594质量份、煤灰重量120至600质量份,添加的水重量是150至510质量份;Step 3, adding cement and fly ash to the mixture prepared in step 2 and stirring at the same time until the cement and fly ash are uniformly mixed, wherein the weight of the added cement is 180 to 594 parts by mass, the weight of the fly ash is 120 to 600 parts by mass, and the weight of the added water is 150 to 510 parts by mass;

步骤四,向步骤三制备得到的混合物内加入0.5质量份的高效减水剂搅拌均匀,之后再添加0.4至0.7质量份的铝粉膏搅拌九十秒,得到泡沫混凝土;Step 4: add 0.5 parts by mass of a high-efficiency water reducer to the mixture prepared in step 3 and stir evenly, then add 0.4 to 0.7 parts by mass of aluminum powder paste and stir for 90 seconds to obtain foamed concrete;

步骤五:将泡沫混凝土放至模框内自然发泡30分钟;Step 5: Place the foam concrete in the mold frame and allow it to foam naturally for 30 minutes;

步骤六:在泡沫混凝土的强度达到要求的强度之后,脱模,之后将泡沫混凝土切割成块。Step 6: After the strength of the foam concrete reaches the required strength, demoulding is carried out, and then the foam concrete is cut into blocks.

进一步的,高效减水剂使得制作混凝土的用水量减少15%,强度增加30%。Furthermore, high-efficiency water reducers reduce the amount of water used in making concrete by 15% and increase its strength by 30%.

进一步的,向步骤三制备得到的混合物内加入高效减水剂搅拌均匀,搅拌机的搅拌速度为500r/min,搅拌机在搅拌时内部的温度为35℃至45℃。Furthermore, a high-efficiency water reducing agent is added to the mixture prepared in step three and stirred evenly. The stirring speed of the mixer is 500 r/min, and the temperature inside the mixer is 35° C. to 45° C. during stirring.

进一步的,羟丙基甲基纤维素用于避免泡沫混凝土的内部产生的气泡逃逸,降低泡沫混凝土分层离析的可能性。Furthermore, hydroxypropyl methylcellulose is used to prevent the bubbles generated inside the foamed concrete from escaping, thereby reducing the possibility of stratification and segregation of the foamed concrete.

进一步的,棕丝用于增加泡沫混凝土的强度,防止泡沫混凝土开裂。Furthermore, the palm fibers are used to increase the strength of the foamed concrete and prevent the foamed concrete from cracking.

进一步的,聚乙烯醇用于增强泡沫混凝土的内部的各种材料之间的粘接力。Furthermore, polyvinyl alcohol is used to enhance the bonding strength between various materials inside the foam concrete.

进一步的,步骤三中,向步骤二制备得到的混合物内加入水泥和粉煤粉同时进行搅拌,搅拌机的转动速度为300r/min,搅拌过程中,搅拌机的内部温度为30℃至40℃。Furthermore, in step three, cement and pulverized coal are added to the mixture prepared in step two and stirred simultaneously. The rotation speed of the mixer is 300 r/min. During the stirring process, the internal temperature of the mixer is 30° C. to 40° C.

进一步的,在步骤一中,选用的氢氧化钠重量是2.6质量份;Further, in step 1, the weight of sodium hydroxide selected is 2.6 parts by mass;

在步骤二中,选用的羟丙基甲基纤维素是0.03质量份,聚乙烯醇0.05质量份;In step 2, 0.03 parts by weight of hydroxypropyl methylcellulose and 0.05 parts by weight of polyvinyl alcohol are selected;

在步骤三中,选用的水泥是180质量份、煤灰是120质量份、水是150质量份;In step 3, 180 parts by mass of cement, 120 parts by mass of fly ash, and 150 parts by mass of water are selected;

在步骤四中,选用的铝粉膏是0.7质量份,制备得到高强度泡沫混凝土用于屋面保温。In step 4, 0.7 parts by weight of aluminum paste is used to prepare high-strength foam concrete for roof insulation.

进一步的,在步骤一中,选用的氢氧化钠重量是2.2质量份;Further, in step 1, the weight of the sodium hydroxide selected is 2.2 parts by mass;

在步骤二中,选用的羟丙基甲基纤维素是0.07质量份,聚乙烯醇0.140质量份;In step 2, 0.07 parts by weight of hydroxypropyl methylcellulose and 0.140 parts by weight of polyvinyl alcohol are selected;

在步骤三中,选用的水泥是300质量份、煤灰是400质量份、水是322质量份,In step 3, 300 parts by mass of cement, 400 parts by mass of fly ash, and 322 parts by mass of water are selected.

在步骤四中,选用的铝粉膏是0.55质量份,制备得到高强度泡沫混凝土用于墙体砌筑。In step 4, 0.55 parts by weight of aluminum paste is used to prepare high-strength foamed concrete for wall construction.

进一步的,在步骤一中,选用的氢氧化钠重量是1.6质量份;Further, in step 1, the weight of sodium hydroxide selected is 1.6 parts by mass;

在步骤二中,选用的羟丙基甲基纤维素是0.1质量份,聚乙烯醇0.2质量份;In step 2, 0.1 parts by weight of hydroxypropyl methylcellulose and 0.2 parts by weight of polyvinyl alcohol are selected;

在步骤三中,选用的水泥是400质量份、煤灰是500质量份、水是405质量份,在步骤四中,选用的铝粉膏是0.4质量份,制备得到高强度泡沫混凝土用于对强度要求更高的场合。In step three, 400 parts by mass of cement, 500 parts by mass of fly ash, and 405 parts by mass of water are selected. In step four, 0.4 parts by mass of aluminum paste are selected to prepare high-strength foamed concrete for use in situations where higher strength requirements are required.

本发明的有益效果如下:The beneficial effects of the present invention are as follows:

在制作泡沫混凝土的过程中,通过添加高效减水剂以减少用水量,提高泡沫混凝土强度。In the process of making foam concrete, high-efficiency water reducing agent is added to reduce water consumption and improve the strength of foam concrete.

通过添加羟丙基甲基纤维素以避免泡沫混凝土的内部产生的气泡逃逸,降低泡沫混凝土分层离析的可能性。By adding hydroxypropyl methylcellulose, the bubbles generated inside the foamed concrete can be prevented from escaping and the possibility of stratification and segregation of the foamed concrete can be reduced.

通过添加聚乙烯醇以增强泡沫混凝土的内部的各种材料之间的粘接力。Polyvinyl alcohol is added to enhance the bonding strength between various materials inside the foam concrete.

通过添加棕丝以防止泡沫混凝土开裂,增加泡沫混凝土的强度,提高了泡沫混凝土的抗腐蚀性和耐冲击性。By adding brown fibers to prevent the foam concrete from cracking, the strength of the foam concrete is increased, and the corrosion resistance and impact resistance of the foam concrete are improved.

具体实施方式Detailed ways

下面将结合本发明实施例,对本发明实施例中的技术方案进行清楚、完整地描述,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。The technical solutions in the embodiments of the present invention will be clearly and completely described below in combination with the embodiments of the present invention. The described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

本申请提供一种高强度泡沫混凝土的制备工艺,包括步骤:The present application provides a process for preparing high-strength foamed concrete, comprising the steps of:

步骤一,将水和氢氧化钠(NaOH)加入搅拌机内,搅拌以将氢氧化钠完全溶解,其中,添加的氢氧化钠是1.6至2.8质量份;Step 1, adding water and sodium hydroxide (NaOH) into a mixer, stirring to completely dissolve the sodium hydroxide, wherein the added sodium hydroxide is 1.6 to 2.8 parts by mass;

步骤二,向氢氧化钠溶液内添加0.03至0.1质量份的羟丙基甲基纤维素、0.05至0.2质量份的聚乙烯醇和1质量份的棕丝,搅拌均匀;Step 2: Add 0.03 to 0.1 parts by mass of hydroxypropyl methylcellulose, 0.05 to 0.2 parts by mass of polyvinyl alcohol and 1 part by mass of brown fiber into the sodium hydroxide solution and stir evenly;

步骤三,向步骤二制备得到的混合物内加入水泥和煤灰,同时进行搅拌,搅拌直至水泥和煤灰混合均匀,其中,添加的水泥重量180至594质量份、煤灰重量120至600质量份,添加的水重量是150至510质量份;Step 3, adding cement and fly ash to the mixture prepared in step 2, and stirring at the same time until the cement and fly ash are uniformly mixed, wherein the weight of the added cement is 180 to 594 parts by weight, the weight of the fly ash is 120 to 600 parts by weight, and the weight of the added water is 150 to 510 parts by weight;

步骤四,向步骤三制备得到的混合物内加入0.5质量份的高效减水剂搅拌均匀,之后再添加0.4至0.7质量份的铝粉膏搅拌九十秒,得到泡沫混凝土;Step 4: add 0.5 parts by mass of a high-efficiency water reducer to the mixture prepared in step 3 and stir evenly, then add 0.4 to 0.7 parts by mass of aluminum powder paste and stir for 90 seconds to obtain foamed concrete;

步骤五:将泡沫混凝土放至模框内自然发泡30分钟;Step 5: Place the foam concrete in the mold frame and allow it to foam naturally for 30 minutes;

步骤六:在泡沫混凝土的强度达到要求的强度之后,脱模,之后将泡沫混凝土切割成块。Step 6: After the strength of the foam concrete reaches the required strength, demoulding is carried out, and then the foam concrete is cut into blocks.

在实际制作混凝土过程中,根据需要制备的泡沫混凝土的性能的需求,以选择各种材料的添加量。In the actual process of making concrete, the amount of various materials added is selected according to the performance requirements of the foamed concrete to be prepared.

对于依据所述高强度泡沫混凝土的制备工艺,制备的高强度泡沫混凝土的强度fcu,0,按照如下方法计算强度:For the strength fcu,0 of the high-strength foamed concrete prepared according to the preparation process of the high-strength foamed concrete, the strength is calculated according to the following method:

fcu,0=fcu,k+1.645σ;公式(1)fcu,0=fcu,k+1.645σ; Formula (1)

式中:fcu,0——混凝土配制强度,单位MPa;Where: fcu,0——concrete mix strength, unit: MPa;

fcu,k——混凝土立方体抗压强度标准值,即混凝土强度等级值,单位MPa;fcu,k——standard value of concrete cube compressive strength, i.e. concrete strength grade value, unit: MPa;

σ——混凝土强度标准差,单位MPa。σ——standard deviation of concrete strength, unit: MPa.

注意:计算时强度试件组数不应少于25组。Note: The number of strength test specimens during calculation should not be less than 25.

当混凝土强度等级为C20和C25级,其强度标准差计算值σ<2.5MPa时,取σ=2.5MPa;当混凝土强度等级等于或大于C30级,其强度标准差计算值σ<3.0MPa时,取σ=3.0MPa。When the concrete strength grade is C20 and C25, and the calculated value of the strength standard deviation σ is less than 2.5MPa, take σ=2.5MPa; when the concrete strength grade is equal to or greater than C30, and the calculated value of the strength standard deviation σ is less than 3.0MPa, take σ=3.0MPa.

当无统计资料计算混凝土强度标准差时,其值按现行国家标准《混凝土结构工程施工及验收规范》(GB50204)的规定取用。When there is no statistical data to calculate the standard deviation of concrete strength, its value shall be taken in accordance with the provisions of the current national standard "Code for Construction and Acceptance of Concrete Structure Engineering" (GB50204).

其中,高效减水剂使得制作混凝土的用水量减少15%,强度增加30%。Among them, high-efficiency water reducer reduces the water consumption in making concrete by 15% and increases the strength by 30%.

其中,向步骤三制备得到的混合物内加入高效减水剂搅拌均匀,搅拌机的搅拌速度为500r/min,搅拌机在搅拌时内部的温度为35℃至45℃。Wherein, a high-efficiency water reducing agent is added to the mixture prepared in step 3 and stirred evenly. The stirring speed of the mixer is 500 r/min, and the temperature inside the mixer is 35° C. to 45° C. during stirring.

在一定的材料和试验条件下,只要混凝土混合物是塑性的,混凝土的强度则取决于拌和水的用量。普通混凝土是由水、水泥、砂、石和外加剂等主要材料组成,各种材料用量之间存在着三个主要技术参数,即水灰比(W/C)、砂率和单位用水量。Under certain materials and test conditions, as long as the concrete mixture is plastic, the strength of concrete depends on the amount of mixing water. Ordinary concrete is composed of water, cement, sand, stone and admixtures. There are three main technical parameters between the amounts of various materials, namely water-cement ratio (W/C), sand ratio and unit water consumption.

水灰比(W/C)是指单位混凝土拌合物中,水与水泥的重量之比,水灰比(W/C)对塑性混凝土强度起着决定作用。The water-cement ratio (W/C) refers to the weight ratio of water to cement in a unit concrete mixture. The water-cement ratio (W/C) plays a decisive role in the strength of plastic concrete.

在其他材料的用量确定的情况下,塑性混凝土的强度取决于拌合水的用量,水的用量越大,水灰比越大,混凝土强度越低。When the amount of other materials is determined, the strength of plastic concrete depends on the amount of mixing water. The greater the amount of water, the greater the water-cement ratio and the lower the concrete strength.

在其他材料的用量确定的情况下,添加高效减水剂,可以减小水的用量,降低水灰比,提高混凝土强度。具体的,在其他材料的用量确定的情况下,通过添加高效减水剂可以减少用水量15%,提高泡沫混凝土强度30%。When the amount of other materials is determined, adding high-efficiency water reducer can reduce the amount of water, reduce the water-cement ratio, and improve the strength of concrete. Specifically, when the amount of other materials is determined, adding high-efficiency water reducer can reduce the water consumption by 15% and improve the strength of foam concrete by 30%.

其中,羟丙基甲基纤维素用于避免泡沫混凝土的内部产生的气泡逃逸,降低泡沫混凝土分层离析的可能性。Among them, hydroxypropyl methylcellulose is used to prevent the escape of bubbles generated inside the foam concrete and reduce the possibility of stratification and segregation of the foam concrete.

羟丙基甲基纤维素可以使得泡沫混凝土里的水泥和煤灰处于悬浮状态,水泥和煤灰不会完全向下沉底至底部,泡沫混凝土里的水泥和煤灰在混凝土内部均匀分布,泡沫混凝土内的各种材料颗粒之间的气泡随着颗粒材料均匀分布,避免泡沫混凝土的内部产生的气泡逃逸。通过促使泡沫混凝土内部的水泥和煤灰以及气泡的均匀分布,降低泡沫混凝土分层离析的可能。Hydroxypropyl methylcellulose can keep the cement and fly ash in the foam concrete in a suspended state. The cement and fly ash will not sink completely to the bottom. The cement and fly ash in the foam concrete are evenly distributed inside the concrete. The bubbles between the various material particles in the foam concrete are evenly distributed along with the particle materials, which prevents the bubbles generated inside the foam concrete from escaping. By promoting the uniform distribution of cement, fly ash and bubbles inside the foam concrete, the possibility of stratification and segregation of the foam concrete is reduced.

其中,棕丝用于防止泡沫混凝土开裂,增加泡沫混凝土的强度。Among them, brown fiber is used to prevent foam concrete from cracking and increase the strength of foam concrete.

其中,聚乙烯醇用于增强泡沫混凝土的内部的各种材料之间的粘接力。Among them, polyvinyl alcohol is used to enhance the adhesion between various materials inside the foam concrete.

其中,在步骤三中,向步骤二制备得到的混合物内加入水泥和粉煤粉同时进行搅拌,搅拌机的转动速度为300r/min,搅拌过程中,搅拌机的内部温度为30℃至40℃。Wherein, in step three, cement and pulverized coal are added to the mixture prepared in step two and stirred simultaneously, the rotation speed of the mixer is 300r/min, and during the stirring process, the internal temperature of the mixer is 30°C to 40°C.

在一个实施例中,提供的制作高强度泡沫混凝土的制备工艺,制作得到的高强度泡沫混凝土用于屋面保温,具体步骤如下:本实施例中,1质量份是1千克。In one embodiment, a preparation process for high-strength foamed concrete is provided, and the high-strength foamed concrete produced is used for roof insulation. The specific steps are as follows: In this embodiment, 1 mass part is 1 kilogram.

在步骤一中,将水和氢氧化钠(NaOH)加入搅拌机内,搅拌以将氢氧化钠完全溶解,其中,添加的氢氧化钠的重量是2.6千克。In step 1, water and sodium hydroxide (NaOH) are added into a mixer and stirred to completely dissolve the sodium hydroxide, wherein the weight of the added sodium hydroxide is 2.6 kg.

在步骤二中,向氢氧化钠溶液内添加30克的羟丙基甲基纤维素、50克的聚乙烯醇和1千克的棕丝,搅拌均匀。In step 2, add 30 grams of hydroxypropyl methylcellulose, 50 grams of polyvinyl alcohol and 1 kilogram of palm fiber into the sodium hydroxide solution and stir evenly.

在步骤三中,向步骤二制备得到的混合物内加入水泥和煤灰同时进行搅拌,搅拌直至水泥和煤灰混合均匀,其中,添加的水泥是180千克、煤灰是120千克,添加的水重量是150千克。In step three, cement and fly ash are added to the mixture prepared in step two and stirred simultaneously until the cement and fly ash are evenly mixed, wherein 180 kg of cement, 120 kg of fly ash and 150 kg of water are added.

在步骤四中,向步骤三制备得到的混合物内加入500克高效减水剂搅拌均匀,之后再添加700克铝粉膏搅拌九十秒,得到泡沫混凝土,制备得到高强度泡沫混凝土用于屋面保温。In step 4, 500 grams of high-efficiency water reducing agent is added to the mixture prepared in step 3 and stirred evenly, and then 700 grams of aluminum powder paste is added and stirred for 90 seconds to obtain foamed concrete, thereby preparing high-strength foamed concrete for roof insulation.

基于上述方法和选择的材料进行配比,制备得到的高强度泡沫混凝土的强度是:1.0兆帕。Based on the above method and the selected material ratio, the strength of the prepared high-strength foamed concrete is: 1.0 MPa.

按照上述制备过程制作的高强度泡沫混凝土,相比传统的制作方法,节约水泥及煤灰材料总计50千克,其中,水泥20千克,煤灰30千克。The high-strength foamed concrete produced according to the above preparation process saves a total of 50 kg of cement and fly ash materials compared to the traditional production method, including 20 kg of cement and 30 kg of fly ash.

在另一个实施例中,提供的制作高强度泡沫混凝土的制备工艺,制作得到的高强度泡沫混凝土用于屋面保温,具体步骤如下:1质量份是1千克。In another embodiment, a preparation process for high-strength foamed concrete is provided, and the high-strength foamed concrete produced is used for roof insulation. The specific steps are as follows: 1 mass part is 1 kilogram.

在步骤一中,将水和氢氧化钠(NaOH)加入搅拌机内,搅拌以将氢氧化钠完全溶解,其中,添加的氢氧化钠的重量是2.2千克。In step 1, water and sodium hydroxide (NaOH) are added into a mixer and stirred to completely dissolve the sodium hydroxide, wherein the weight of the added sodium hydroxide is 2.2 kg.

在步骤二中,向氢氧化钠溶液内添加70克的羟丙基甲基纤维素、140克的聚乙烯醇和1千克的棕丝,搅拌均匀。In step 2, add 70 grams of hydroxypropyl methylcellulose, 140 grams of polyvinyl alcohol and 1 kilogram of palm fiber into the sodium hydroxide solution and stir evenly.

在步骤三中,向步骤二制备得到的混合物内加入水泥和煤灰同时进行搅拌,搅拌直至水泥和煤灰混合均匀,其中,添加的水泥是300千克、煤灰是400千克,添加的水重量是322千克。In step three, cement and fly ash are added to the mixture prepared in step two and stirred simultaneously until the cement and fly ash are evenly mixed, wherein 300 kg of cement, 400 kg of fly ash and 322 kg of water are added.

在步骤四中,向步骤三制备得到的混合物内加入500克高效减水剂搅拌均匀,之后再添加550克铝粉膏搅拌九十秒,得到泡沫混凝土,制备得到高强度泡沫混凝土用于墙体砌筑。In step 4, 500 grams of high-efficiency water reducing agent is added to the mixture prepared in step 3 and stirred evenly, and then 550 grams of aluminum powder paste is added and stirred for 90 seconds to obtain foamed concrete, and high-strength foamed concrete is prepared for wall construction.

基于上述方法和选择的材料进行配比,制备得到高强度泡沫混凝土的强度是:5.0兆帕。Based on the above method and the selected material ratio, the strength of the prepared high-strength foamed concrete is: 5.0 MPa.

按照上述制备过程制作的高强度泡沫混凝土,相比传统的制作方法,可以节约水泥及煤灰材料总计100千克,其中,水泥40千克,煤灰60千克。The high-strength foamed concrete produced according to the above preparation process can save a total of 100 kg of cement and fly ash materials compared to the traditional production method, including 40 kg of cement and 60 kg of fly ash.

在另一个实施例中,提供的制作高强度泡沫混凝土的制备工艺,制作得到的高强度泡沫混凝土用于屋面保温,具体步骤如下:1质量份是1千克。In another embodiment, a preparation process for high-strength foamed concrete is provided, and the high-strength foamed concrete produced is used for roof insulation. The specific steps are as follows: 1 mass part is 1 kilogram.

在步骤一中,将水和氢氧化钠(NaOH)加入搅拌机内,搅拌以将氢氧化钠完全溶解,其中,添加的氢氧化钠的重量是1.6千克。In step 1, water and sodium hydroxide (NaOH) are added into a mixer and stirred to completely dissolve the sodium hydroxide, wherein the weight of the added sodium hydroxide is 1.6 kg.

在步骤二中,向氢氧化钠溶液内添加100克的羟丙基甲基纤维素、200克的聚乙烯醇和1千克的棕丝,搅拌均匀。In step 2, add 100 g of hydroxypropyl methylcellulose, 200 g of polyvinyl alcohol and 1 kg of palm fiber into the sodium hydroxide solution and stir evenly.

在步骤三中,向步骤二制备得到的混合物内加入水泥和煤灰同时进行搅拌,搅拌直至水泥和煤灰混合均匀,其中,添加的水泥重量400千克、煤灰重量500千克,添加的水重量是405千克。In step three, cement and fly ash are added to the mixture prepared in step two and stirred simultaneously until the cement and fly ash are evenly mixed, wherein the weight of the added cement is 400 kg, the weight of the fly ash is 500 kg, and the weight of the added water is 405 kg.

在步骤四中,向步骤三制备得到的混合物内加入500克高效减水剂搅拌均匀,之后再添加400克铝粉膏搅拌九十秒,得到泡沫混凝土,制备得到高强度泡沫混凝土用于对强度要求更高的场合,例如,可以用作支撑柱。In step 4, 500 grams of high-efficiency water reducing agent is added to the mixture prepared in step 3 and stirred evenly, and then 400 grams of aluminum powder paste is added and stirred for 90 seconds to obtain foamed concrete. The prepared high-strength foamed concrete is used in occasions with higher strength requirements, for example, it can be used as a support column.

基于上述方法和选择的材料进行配比,制备得到高强度泡沫混凝土的强度是:7.5MP兆帕。Based on the above method and the selected materials, the strength of the prepared high-strength foamed concrete is: 7.5MP.

按照上述制备过程制作的高强度泡沫混凝土,相比传统的制作方法,可以节约水泥及煤灰材料总计200千克,其中,水泥80千克,煤灰120千克。The high-strength foamed concrete produced according to the above preparation process can save a total of 200 kg of cement and fly ash materials compared to the traditional production method, including 80 kg of cement and 120 kg of fly ash.

在制作泡沫混凝土的过程中,通过添加高效减水剂以减少用水量,提高泡沫混凝土强度。通过添加羟丙基甲基纤维素用于避免泡沫混凝土的内部产生的气泡逃逸,降低泡沫混凝土分层离析的可能性。通过添加聚乙烯醇用于增强泡沫混凝土的内部的各种材料之间的粘接力。通过添加棕丝用于防止泡沫混凝土开裂,增加泡沫混凝土的强度,提高了泡沫混凝土的抗腐蚀性和耐冲击性。In the process of making foamed concrete, high-efficiency water reducer is added to reduce water consumption and improve the strength of foamed concrete. Hydroxypropyl methylcellulose is added to prevent the escape of bubbles generated inside the foamed concrete and reduce the possibility of stratification and segregation of the foamed concrete. Polyvinyl alcohol is added to enhance the bonding force between various materials inside the foamed concrete. Brown fiber is added to prevent cracking of foamed concrete, increase the strength of foamed concrete, and improve the corrosion resistance and impact resistance of foamed concrete.

通过添加高效减水剂、羟丙基甲基纤维素、聚乙烯醇和棕丝,降低制作过程中塌模的可能性,提高成品率。By adding high-efficiency water reducing agent, hydroxypropyl methylcellulose, polyvinyl alcohol and palm fiber, the possibility of mold collapse during the production process can be reduced and the yield of finished products can be improved.

尽管已经示出和描述了本发明的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本发明的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本发明的范围由所附权利要求及其等同物限定。Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims (10)

1.一种高强度泡沫混凝土的制备工艺,其特征在于,包括步骤:1. A process for preparing high-strength foamed concrete, characterized in that it comprises the following steps: 步骤一,将水和氢氧化钠(NaOH)加入搅拌机内,搅拌以将氢氧化钠完全溶解,其中,添加的氢氧化钠是1.6至2.8质量份;Step 1, adding water and sodium hydroxide (NaOH) into a mixer, stirring to completely dissolve the sodium hydroxide, wherein the added sodium hydroxide is 1.6 to 2.8 parts by mass; 步骤二,向氢氧化钠溶液内添加0.03至0.1质量份的羟丙基甲基纤维素、0.05至0.2质量份的聚乙烯醇和1质量份的棕丝,搅拌均匀;Step 2: Add 0.03 to 0.1 parts by mass of hydroxypropyl methylcellulose, 0.05 to 0.2 parts by mass of polyvinyl alcohol and 1 part by mass of brown fiber into the sodium hydroxide solution and stir evenly; 步骤三,向步骤二制备得到的混合物内加入水泥和煤灰同时进行搅拌,搅拌直至水泥和煤灰混合均匀,其中,添加的水泥是180至594质量份、煤灰是120至600质量份,添加的水是150至510质量份;Step 3, adding cement and fly ash to the mixture prepared in step 2 and stirring at the same time until the cement and fly ash are uniformly mixed, wherein the added cement is 180 to 594 parts by mass, the fly ash is 120 to 600 parts by mass, and the added water is 150 to 510 parts by mass; 步骤四,向步骤三制备得到的混合物内加入0.5质量份的高效减水剂搅拌均匀,之后再添加0.4至0.7质量份的铝粉膏搅拌九十秒,得到泡沫混凝土;Step 4: add 0.5 parts by mass of a high-efficiency water reducer to the mixture prepared in step 3 and stir evenly, then add 0.4 to 0.7 parts by mass of aluminum powder paste and stir for 90 seconds to obtain foamed concrete; 步骤五:将泡沫混凝土放至模框内自然发泡30分钟;Step 5: Place the foam concrete in the mold frame and allow it to foam naturally for 30 minutes; 步骤六:在泡沫混凝土的强度达到要求的强度之后,脱模,之后将泡沫混凝土切割成块。Step 6: After the strength of the foam concrete reaches the required strength, demoulding is carried out, and then the foam concrete is cut into blocks. 2.根据权利要求1所述高强度泡沫混凝土的制备工艺,其特征在于,高效减水剂使得制作混凝土的用水量减少15%,强度增加30%。2. The preparation process of high-strength foamed concrete according to claim 1 is characterized in that the high-efficiency water reducing agent reduces the water consumption in making concrete by 15% and increases the strength by 30%. 3.根据权利要求1所述高强度泡沫混凝土的制备工艺,其特征在于,向步骤三制备得到的混合物内加入高效减水剂搅拌均匀,搅拌机的搅拌速度为500r/min,在搅拌时搅拌机的内部的温度为35℃至45℃。3. The process for preparing high-strength foamed concrete according to claim 1 is characterized in that a high-efficiency water reducing agent is added to the mixture prepared in step 3 and stirred evenly, the stirring speed of the mixer is 500 r/min, and the temperature inside the mixer is 35° C. to 45° C. during stirring. 4.根据权利要求1所述高强度泡沫混凝土的制备工艺,其特征在于,羟丙基甲基纤维素用于避免泡沫混凝土的内部产生的气泡逃逸,降低泡沫混凝土分层离析的可能性。4. The process for preparing high-strength foamed concrete according to claim 1, characterized in that hydroxypropyl methylcellulose is used to prevent the bubbles generated inside the foamed concrete from escaping, thereby reducing the possibility of stratification and segregation of the foamed concrete. 5.根据权利要求1所述高强度泡沫混凝土的制备工艺,其特征在于,棕丝用于防止泡沫混凝土开裂,增加泡沫混凝土的强度。5. The process for preparing high-strength foamed concrete according to claim 1, characterized in that the palm fiber is used to prevent the foamed concrete from cracking and increase the strength of the foamed concrete. 6.根据权利要求1所述高强度泡沫混凝土的制备工艺,其特征在于,聚乙烯醇用于增强泡沫混凝土的内部的各种材料之间的粘接力。6. The process for preparing high-strength foamed concrete according to claim 1, characterized in that polyvinyl alcohol is used to enhance the bonding strength between various materials inside the foamed concrete. 7.根据权利要求1所述高强度泡沫混凝土的制备工艺,其特征在于,步骤三中,向步骤二制备得到的混合物内加入水泥和粉煤粉同时进行搅拌,搅拌机的转动速度为300r/min,搅拌过程中,搅拌机的内部温度为30℃至40℃。7. The process for preparing high-strength foamed concrete according to claim 1 is characterized in that, in step 3, cement and pulverized coal are added to the mixture prepared in step 2 and stirred simultaneously, the rotation speed of the mixer is 300 r/min, and during the stirring process, the internal temperature of the mixer is 30° C. to 40° C. 8.根据权利要求1所述高强度泡沫混凝土的制备工艺,其特征在于,8. The process for preparing high-strength foamed concrete according to claim 1, characterized in that: 在步骤一中,选用的氢氧化钠重量是2.6质量份;In step 1, the weight of sodium hydroxide selected is 2.6 parts by mass; 在步骤二中,选用的羟丙基甲基纤维素是0.03质量份,聚乙烯醇0.05质量份;In step 2, 0.03 parts by weight of hydroxypropyl methylcellulose and 0.05 parts by weight of polyvinyl alcohol are selected; 在步骤三中,选用的水泥是180质量份、煤灰是120质量份、水是150质量份;In step 3, 180 parts by mass of cement, 120 parts by mass of fly ash, and 150 parts by mass of water are selected; 在步骤四中,选用的铝粉膏是0.7质量份,制备得到高强度泡沫混凝土用于屋面保温。In step 4, 0.7 parts by weight of aluminum paste is used to prepare high-strength foam concrete for roof insulation. 9.根据权利要求1所述高强度泡沫混凝土的制备工艺,其特征在于,9. The process for preparing high-strength foamed concrete according to claim 1, characterized in that: 在步骤一中,选用的氢氧化钠重量是2.2质量份;In step 1, the weight of sodium hydroxide selected is 2.2 parts by mass; 在步骤二中,选用的羟丙基甲基纤维素是0.07质量份,聚乙烯醇0.14质量份;In step 2, 0.07 parts by weight of hydroxypropyl methylcellulose and 0.14 parts by weight of polyvinyl alcohol are selected; 在步骤三中,选用的水泥是300质量份、煤灰是400质量份、水是322质量份;In step 3, 300 parts by mass of cement, 400 parts by mass of fly ash, and 322 parts by mass of water are selected; 在步骤四中,选用的铝粉膏是0.55质量份,制备得到高强度泡沫混凝土用于墙体砌筑。In step 4, 0.55 parts by weight of aluminum paste is used to prepare high-strength foamed concrete for wall construction. 10.根据权利要求1所述高强度泡沫混凝土的制备工艺,其特征在于,10. The process for preparing high-strength foamed concrete according to claim 1, characterized in that: 在步骤一中,选用的氢氧化钠重量是1.6质量份;In step 1, the weight of sodium hydroxide selected is 1.6 parts by mass; 在步骤二中,选用的羟丙基甲基纤维素是0.1质量份,聚乙烯醇0.2质量份;In step 2, 0.1 parts by weight of hydroxypropyl methylcellulose and 0.2 parts by weight of polyvinyl alcohol are selected; 在步骤三中,选用的水泥是400质量份、煤灰是500质量份、水是405质量份,在步骤四中,选用的铝粉膏是0.4质量份,制备得到高强度泡沫混凝土用于对强度要求更高的场合。In step three, 400 parts by mass of cement, 500 parts by mass of fly ash, and 405 parts by mass of water are selected. In step four, 0.4 parts by mass of aluminum paste are selected to prepare high-strength foamed concrete for use in situations where higher strength requirements are required.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101279835A (en) * 2008-05-27 2008-10-08 江西省晨晖节能材料有限公司 Fiber modified construction thermal insulation material
CN102442832A (en) * 2010-10-11 2012-05-09 武汉优特斯节能建材研究所 Rapid-hardening foam concrete block and production method thereof
CN108975758A (en) * 2018-07-24 2018-12-11 成都建工预筑科技有限公司 Foam concrete special additive
CN110511056A (en) * 2019-09-05 2019-11-29 许言言 A kind of foam concrete block and preparation method thereof
CN116986859A (en) * 2023-07-05 2023-11-03 江苏泰林建设有限公司 Foam concrete and preparation method thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101279835A (en) * 2008-05-27 2008-10-08 江西省晨晖节能材料有限公司 Fiber modified construction thermal insulation material
CN102442832A (en) * 2010-10-11 2012-05-09 武汉优特斯节能建材研究所 Rapid-hardening foam concrete block and production method thereof
CN108975758A (en) * 2018-07-24 2018-12-11 成都建工预筑科技有限公司 Foam concrete special additive
CN110511056A (en) * 2019-09-05 2019-11-29 许言言 A kind of foam concrete block and preparation method thereof
CN116986859A (en) * 2023-07-05 2023-11-03 江苏泰林建设有限公司 Foam concrete and preparation method thereof

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
布然诺夫: "《混凝土工艺学》", 28 February 1985, 中国建筑工业出版社, pages: 407 - 408 *
王洪镇等: "《流态轻集料微孔混凝土技术》", 31 October 2013, 中国建材工业出版社, pages: 49 - 51 *

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