阅读说明：本技术 泥沙泡沫混凝土及其制备方法 (Silt foam concrete and preparation method thereof ) 是由 赵连地 孙华东 林辉 陈仁山 于 2021-08-26 设计创作，主要内容包括：本发明公开一种泥沙泡沫混凝土及其制备方法,属于混凝土制备技术领域。所述泥沙泡沫混凝土由水泥15％-40％、水25％-35％、粉煤灰10％-15％、炉渣粉10％-20％、泥沙15％-25％、发泡剂0.05％-0.15％、减水剂0.1％-0.5％、稳泡剂0.05％-0.5％、羧甲基淀粉醚0.02％-0.5％,速凝剂1％-3％以及稳定剂0.5％-1.5％按质量百分数组成。本发明将泥沙作为泡沫混凝土的细骨料,能够实现泥沙的综合利用,具有着广泛的社会效益和明显的经济效益、生态环境效益。(The invention discloses a sediment foam concrete and a preparation method thereof, and belongs to the technical field of concrete preparation. The sediment foam concrete is composed of 15% -40% of cement, 25% -35% of water, 10% -15% of fly ash, 10% -20% of slag powder, 15% -25% of sediment, 0.05% -0.15% of foaming agent, 0.1% -0.5% of water reducing agent, 0.05% -0.5% of foam stabilizer, 0.02% -0.5% of carboxymethyl starch ether, 1% -3% of accelerating agent and 0.5% -1.5% of stabilizer by mass percentage. The invention takes the silt as the fine aggregate of the foam concrete, can realize the comprehensive utilization of the silt, and has wide social benefit, obvious economic benefit and ecological environmental benefit.)

1. The sediment foam concrete is characterized by being prepared from the following components in percentage by mass:

15 to 40 percent of cement, 25 to 35 percent of water, 10 to 15 percent of fly ash, 10 to 20 percent of slag powder, 15 to 20 percent of silt, 0.05 to 0.15 percent of foaming agent, 0.1 to 0.5 percent of water reducing agent, 0.05 to 0.5 percent of foam stabilizer, 0.02 to 0.5 percent of carboxymethyl starch ether, 1 to 3 percent of accelerating agent and 0.5 to 1.5 percent of stabilizer.

2. The sediment foam concrete as claimed in claim 1, which is prepared from the following components in percentage by mass:

30% of cement, 30% of water, 10% of fly ash, 10% of slag powder, 17% of silt, 0.1% of foaming agent, 0.5% of water reducing agent, 0.3% of foam stabilizer, 0.1% of carboxymethyl starch ether, 1.5% of accelerating agent and 0.5% of stabilizing agent.

3. The sediment foam concrete as claimed in claim 1, which is prepared from the following components in percentage by mass:

30% of cement, 26.5% of water, 10% of fly ash, 10% of slag powder, 20% of silt, 0.1% of foaming agent, 0.5% of water reducing agent, 0.3% of foam stabilizer, 0.1% of carboxymethyl starch ether, 2% of accelerating agent and 0.5% of stabilizing agent.

4. The sediment foamed concrete according to any one of claims 1 to 3, wherein the water reducing agent is a polycarboxylic acid water reducing agent; preferably, the foaming agent is a composite animal protein foaming agent; preferably, the foam stabilizer is hydroxypropyl methyl cellulose.

5. The silt foam concrete according to any one of claims 1 to 3, wherein said cement is P.O42.5 cement; preferably, the fly ash is second-grade or higher fly ash.

6. The sediment foam concrete according to any one of claims 1 to 3, wherein the accelerator is prepared from the following components in parts by weight:

42% of crystalline aluminum sulfate, 5% of magnesium sulfate, 5% of triethanolamine, 5% of phosphoric acid, 4% of magnesium fluosilicate, 35% of water, 0.5% of hydroxypropyl methyl cellulose, 0.1% of carboxymethyl starch ether and 3.4% of VAE707 emulsion.

7. The sediment foam concrete as claimed in claim 6, wherein the preparation method of the accelerator comprises the following steps:

(1) respectively weighing crystalline aluminum sulfate, magnesium sulfate, triethanolamine, phosphoric acid, magnesium fluosilicate, water, hydroxypropyl methyl cellulose, carboxymethyl starch ether and VAE707 emulsion according to the mass percentage;

(2) adding hydroxypropyl methyl cellulose and carboxymethyl starch ether into half of water, and uniformly stirring to obtain a solution A;

(3) mixing the phosphoric acid solution with the rest water, heating to 70-80 ℃ in a water bath, and adding crystalline aluminum sulfate 2-3 times to obtain a solution B;

(4) adding VAE707 emulsion to form vinyl acetate-aluminum sulfate polymer on the basis of the solution B to obtain solution C;

(5) on the basis of the solution C, respectively doping magnesium sulfate, triethanolamine and magnesium fluosilicate, continuously heating, controlling the temperature at 65-75 ℃, and keeping for 2 hours to form a stable and viscous mixed solution D;

(6) and mixing the solution D with the solution A, and uniformly stirring to obtain the alkali-free liquid foam concrete adjusting and solidifying agent.

8. The sediment foam concrete according to any one of claims 1 to 3, wherein the stabilizer is prepared by the following method:

the first step is as follows: respectively drying maleic anhydride and pentaerythritol for later use;

the second step is that: respectively weighing the dried maleic anhydride and pentaerythritol, uniformly blending according to the mass percentage of 75 percent to 25 percent to 85 percent to 15 percent, and then putting into a reaction kettle for heating;

the third step: heating in a closed way in a reaction kettle, gradually raising the temperature, controlling the temperature between 160 and 200 ℃ and keeping the temperature constant for 2 hours;

the fourth step: after 2 hours, pentaerythritol maleate is synthesized, the pentaerythritol maleate is cooled to below 50 ℃, then dehydrating agent is added, the mixing mass percentage is 75 percent to 25 percent to 85 percent to 15 percent, and the mixture is stirred for 20min to 50min by a high-speed stirrer, thus forming the concrete fine aggregate clay stabilizer.

9. The sediment foam concrete according to claim 8,

the dehydrating agent is a mixture of sulfuric acid and phosphoric acid, and the mass percentage of the dehydrating agent to the phosphoric acid is 75 percent to 25 percent to 85 percent to 15 percent.

10. The method for preparing the sediment foam concrete as claimed in any one of claims 1 to 9, which is characterized by comprising the following steps:

(1) weighing cement, water, fly ash, coal slag powder, silt, a foaming agent, a foam stabilizer, a water reducing agent, an accelerating agent and a stabilizing agent according to the mass percentage;

(2) the method comprises the following steps of dry-mixing cement, fly ash, coal slag powder, silt and a foam stabilizer, adding water, a water reducing agent, carboxymethyl starch ether, an accelerating agent and a stabilizer, and uniformly stirring to obtain silt concrete slurry;

(3) foaming the foaming agent by a foaming machine to form structural foam;

(4) and (3) adding the structural foam prepared in the step (3) into the silt concrete slurry, and fully stirring to obtain the silt foam concrete.

Technical Field

The invention belongs to the technical field of light concrete preparation, and particularly relates to sediment foam concrete and a preparation method thereof.

Background

The foam concrete is light porous concrete with a closed pore structure, which is prepared by preparing structural foam agent aqueous solution into foam by a physical method by using a foaming machine, adding the foam into slurry prepared from cement, admixture, fine sand or light aggregate, admixture and water, and carrying out mixing, stirring, pouring, forming and curing. The basic raw materials of the foam concrete are cement, water and foam, and a plurality of fillers, aggregates and additives are added on the basis. The aggregate commonly used for preparing the foam concrete has excellent use functions of sand, ceramsite, detritus, expanded polystyrene, expanded perlite and the like, and is respectively applied to different industries and different parts of highways, industrial and civil buildings, water conservancy, gardens, even airports, scour prevention systems and the like. For example, the wall body cast in situ by adopting the combined integrated template system is used for a peripheral retaining wall, an internal partition wall and a bearing wall with a low structure of a building, the integral performance of the wall body can be greatly improved, the plastering workload of the wall body is reduced, the labor intensity is reduced, and the engineering materials are saved. The material is a novel energy-saving and heat-insulating material for roads, walls and roofs, has excellent properties of light weight, high strength, heat preservation, heat insulation, sound absorption, sound insulation, fire prevention, shock resistance and the like, is low in production investment, can greatly utilize industrial waste residues, silt and the like, and has important significance for building energy conservation and environmental protection.

The yellow river is a rare sandy river in the world, the annual average water amount is 464 billion cubic meters, the sand amount is 15.6 billion tons, the average sand content is 33.6 cubic meters per ton, and the annual sand amount and the annual sand content are the first rivers in China. In recent years, under the dual influence of natural environment change and human activities in a river basin, water and sand in the yellow river basin are reduced, but the problems of less water and more sand and uncoordinated relation of water and sand still exist for a long time, and sediment accumulation is always a difficult problem to be faced by the yellow river basin. Especially, the continuous sedimentation of the reservoir silt causes the gradual loss of the comprehensive benefits of reservoir flood control, power generation, water supply and the like on one hand, and also consumes the valuable nonrenewable resource of the reservoir dam site on the other hand. The method is used for passively treating the yellow river silt by measures such as water conservation and sand blocking, hydraulic sand conveying and the like independently, and cannot fundamentally solve the problem of silt siltation. Along with the development of the economic society and the deepening of the knowledge on the properties of the silt resources, the 'resource' value of the silt is gradually shown.

From the analysis of mineral composition, the main component of silt is silicon dioxide (SiO)₂) The content is about 70 percent, and the other components are alumina, ferric oxide, magnesium oxide, potassium oxide, rare elements and the like. Therefore, the silt can be used as a novel and stable resource which can replace the traditional mineral products in China. The basic construction of traffic, energy and the like and the development of industries, service industries and the like are rapid, and a large amount of resources such as soil, building bricks and the like are inevitably needed. Therefore, the development of the sediment foam concrete can provide powerful support for infrastructure construction, can realize comprehensive utilization of sediment, and has important significance and value.

Disclosure of Invention

The invention takes the silt as the aggregate of the foam concrete, modifies the silt, and adds a self-made engineering sand and silt stabilizer to weaken the influence and harm of the soil on the concrete, thereby realizing the comprehensive utilization of the silt and having wide social benefits and obvious economic benefits and ecological environmental benefits.

The technical scheme of the invention is as follows:

the sediment foam concrete comprises the following components in percentage by mass:

15 to 40 percent of cement, 25 to 35 percent of water, 10 to 15 percent of fly ash, 10 to 20 percent of slag powder, 15 to 20 percent of silt, 0.05 to 0.15 percent of foaming agent, 0.1 to 0.5 percent of water reducing agent, 0.05 to 0.5 percent of foam stabilizer, 0.02 to 0.5 percent of carboxymethyl starch ether, 1 to 3 percent of accelerating agent and 0.5 to 1.5 percent of stabilizer.

In a specific embodiment, the sediment foam concrete comprises the following components in percentage by mass:

30% of cement, 30% of water, 10% of fly ash, 10% of slag powder, 17% of silt, 0.1% of foaming agent, 0.5% of water reducing agent, 0.3% of foam stabilizer, 0.1% of carboxymethyl starch ether, 1.5% of accelerating agent and 0.5% of stabilizing agent.

In another specific embodiment, the silt foam concrete comprises the following components in percentage by mass:

30% of cement, 26.5% of water, 10% of fly ash, 10% of slag powder, 20% of silt, 0.1% of foaming agent, 0.5% of water reducing agent, 0.3% of foam stabilizer, 0.1% of carboxymethyl starch ether, 2% of accelerating agent and 0.5% of stabilizing agent.

In the technical scheme, the cement is selected from P.O42.5 cement.

In the technical scheme, the fly ash is selected from two-grade or above fly ash.

In the above technical scheme, the main component of the silt is silicon dioxide (SiO)₂) The content is about 70 percent, and other components comprise aluminum oxide, ferric oxide, magnesium oxide, potassium oxide, rare elements and the like. In particular, the silt may be selected from yellow river silt.

In the above technical solution, the foaming agent is selected from a compound animal protein foaming agent, for example: DW animal protein foaming agent produced by sunshine material Cheng Tai building materials Co.

In the above technical scheme, the water reducing agent is selected from polycarboxylic acid water reducing agents, for example: liang brand liquid polycarboxylate superplasticizer produced by Shandong Liang New Material science and technology Limited.

In the technical scheme, the foam stabilizer is selected from hydroxypropyl methyl cellulose.

In the technical scheme, the accelerator is prepared from the following components in parts by weight:

42% of crystalline aluminum sulfate, 5% of magnesium sulfate, 5% of triethanolamine, 5% of phosphoric acid, 4% of magnesium fluosilicate, 35% of water, 0.5% of hydroxypropyl methyl cellulose, 0.1% of carboxymethyl starch ether and 3.4% of VAE707 emulsion.

The preparation method of the accelerator comprises the following steps:

(1) respectively weighing crystalline aluminum sulfate, magnesium sulfate, triethanolamine, phosphoric acid, magnesium fluosilicate, water, hydroxypropyl methyl cellulose, carboxymethyl starch ether and VAE707 emulsion according to the mass percentage;

(2) adding hydroxypropyl methyl cellulose and carboxymethyl starch ether into half of water, and uniformly stirring to obtain a solution A;

(3) mixing phosphoric acid and the rest water, heating in water bath to 70-80 ℃, and then adding crystalline aluminum sulfate 2-3 times to obtain a solution B;

(4) adding VAE707 emulsion to form vinyl acetate-aluminum sulfate polymer on the basis of the solution B to obtain solution C;

(5) on the basis of the solution C, respectively doping magnesium sulfate, triethanolamine and magnesium fluosilicate, continuously heating, controlling the temperature at 65-75 ℃, and keeping for 2 hours to form a stable and viscous mixed solution D;

(6) and mixing the solution D with the solution A, and uniformly stirring to obtain the alkali-free liquid foam concrete adjusting and solidifying agent.

In the technical scheme, the stabilizer is a homemade engineering sand clay stabilizer, polyester synthesized in a special reaction kettle by taking industrial raw material grade pentaerythritol and maleic anhydride as raw materials and taking an efficient dehydrating agent as a catalyst, and the proportion of the industrial raw material grade maleic anhydride and pentaerythritol is 75 percent to 25 percent to 85 percent to 15 percent. The specific manufacturing process comprises the following steps:

the first step is as follows: respectively putting industrial raw material grade maleic anhydride and pentaerythritol into an oven for drying at a constant temperature of 40 ℃, and then putting into a drying oven for later use.

The second step is that: the dried industrial raw materials of maleic anhydride and pentaerythritol are respectively weighed, uniformly mixed according to the mass percentage of 75 percent, 25 percent to 85 percent and 15 percent, and then put into a stainless steel reaction kettle for heating.

The third step: heating in a stainless steel reaction kettle in a closed manner, gradually raising the temperature, controlling the temperature between 160 and 200 ℃, and keeping the temperature constant for 2 hours; in heating, the stainless steel reaction kettle is continuously shaken to be uniformly heated, so that gelatinization is avoided.

The fourth step: after 2 hours, pentaerythritol maleate is synthesized, the pentaerythritol maleate is cooled to below 50 ℃, then dehydrating agent is added, the mixing mass percentage is 75 percent to 25 percent to 85 percent to 15 percent, and the mixture is stirred for 20min to 50min by a high-speed stirrer, thus forming the concrete fine aggregate clay stabilizer.

The fifth step: and (3) containing the uniformly mixed concrete fine aggregate clay stabilizer by adopting a glass container or a stainless steel container, and storing in a closed and lightproof manner for later use.

Wherein the dehydrating agent is a mixture of sulfuric acid and phosphoric acid, and the mass percent of the dehydrating agent to the phosphoric acid is 75 percent to 25 percent to 85 percent to 15 percent; the sulfuric acid and phosphoric acid used were of analytical grade.

The preparation method of the sediment foam concrete comprises the following steps:

(1) weighing cement, water, fly ash, slag powder, silt, a foaming agent, a foam stabilizer, a water reducing agent, carboxymethyl starch ether, an accelerating agent and a stabilizing agent according to the mass percentage;

(2) the method comprises the following steps of dry-mixing cement, fly ash, slag powder, silt, carboxymethyl starch ether and a foam stabilizer, adding water, a water reducing agent, an accelerating agent and a stabilizer, and uniformly stirring to obtain silt concrete slurry;

(3) foaming the foaming agent to form structural foam;

(4) and (3) adding the structural foam prepared in the step (3) into the silt concrete slurry, and stirring to obtain the silt foam concrete.

The functions of the components in the invention are as follows:

the molecules of carboxymethyl starch ether (CMC) are in a net structure, are negatively charged, can adsorb cement particles with positive charges, and can be used as a transition bridge to connect cement, so that the slurry is endowed with a large yield value, and the anti-sagging or anti-slippage effect is improved. In addition, the carboxymethyl starch ether and the cellulose ether (foam stabilizer) are combined for use, so that a good synergistic effect can be generated, the yellow river sediment foam concrete has good fluidity and verticality, and has high 28d compressive strength, uniform overall foaming and consistent appearance. After the hydroxypropyl methyl cellulose (HPMC) is dissolved, a layer of wet flexible elastic film is formed between the solid-phase particles and the gas-phase bubbles, so that a good smooth effect is achieved in the mixing process, the bubbles are changed into 'balls' of slurry under the condition that the bubbles are not easy to extinguish, the flowability of the fresh slurry is effectively improved, and the effects of water retention, thickening and sagging resistance are achieved. When the content of the hydroxypropyl methylcellulose is not more than 0.5%, the incorporation of the hydroxypropyl methylcellulose can significantly improve the fluidity and the viscosity of the foamed concrete slurry. But the hydroxypropyl methylcellulose is used in an amount exceeding 0.5%, the slurry becomes too viscous and the fluidity is greatly reduced. The cast-in-place foam concrete thermal insulation wall has a series of problems, such as the problem that the foam concrete collapses due to the influence of the casting height, and the like, and the wide application of the foam concrete is seriously restricted. The main reason for causing the die collapse is that the foam concrete has larger water-cement ratio, lower strength and longer initial setting time, so that the setting and hardening rate of slurry is smaller than the foam breaking rate of the foam concrete. By adding the self-made concrete accelerator, the setting and hardening rate of slurry and the foam breaking rate of foam concrete reach a dynamic balance, so that the phenomenon of die collapse is reduced. In addition, the soil content in the silt is high, so that the effect of the water reducing agent is easy to reduce or disappear after the water reducing agent meets the soil, because the soil contains a large number of gaps on the microstructure layer and has small particle size, and meanwhile, a large number of organic matters of microorganisms which are not degraded are deposited on the surface of the soil, and the gaps on the surface of the organic matters are denser. When meeting the soil with high porosity and strong surface activity, the water reducing agent is firstly adsorbed and combined with the soil, so that the content of the water reducing agent in the whole concrete system is reduced, the effect of the water reducing agent is reduced or eliminated, and the polycarboxylic acid water reducing agent is most obviously shown. The self-made engineering sand soil stabilizer, namely the water-soluble high polymer material pentaerythritol maleate, can strongly adsorb soil, cover or block gaps of the soil, weaken the influence and harm of the soil on concrete and effectively improve the effect of the water reducer.

The invention has the beneficial effects that:

the silt is used as the aggregate of the foam concrete, so that the comprehensive utilization of the silt is realized, particularly the utilization of the silt of the yellow river, the potential threats of raising the riverbed, occupying a large amount of land for storage, raising dust and the like can be reduced, the harm is changed into the benefit, the natural resources can be replaced, the excavation of the natural resources is reduced, the ecological resources are protected, and the wide social benefit, the obvious economic benefit and the obvious ecological environmental benefit are achieved.

Drawings

FIG. 1 is a diagram of foam concrete of yellow river silt;

FIG. 2 shows a yellow river sediment foam concrete specimen and a cast-in-place wallboard thereof.

Detailed Description

Terms used in the present invention have generally meanings as commonly understood by one of ordinary skill in the art, unless otherwise specified. The present invention will be described in further detail with reference to the following data in conjunction with specific examples. The following examples are intended to illustrate the invention and are not intended to limit the scope of the invention in any way.

Example 1

The concrete accelerator is prepared from the following components in parts by weight:

42% of crystalline aluminum sulfate, 5% of magnesium sulfate, 5% of triethanolamine, 5% of phosphoric acid, 4% of magnesium fluosilicate, 35% of water, 0.5% of hydroxypropyl methyl cellulose, 0.1% of carboxymethyl starch ether and 3.4% of VAE707 emulsion.

The preparation method of the accelerator comprises the following steps:

(1) respectively weighing crystalline aluminum sulfate, magnesium sulfate, triethanolamine, phosphoric acid, magnesium fluosilicate, water, hydroxypropyl methyl cellulose, carboxymethyl starch ether and VAE707 emulsion according to the mass percentage;

(2) adding hydroxypropyl methyl cellulose and carboxymethyl starch ether into half of water, and uniformly stirring to obtain a solution A;

(3) mixing phosphoric acid and the rest water, heating in water bath to 70-80 ℃, and then adding crystalline aluminum sulfate 2-3 times to obtain a solution B;

(4) adding VAE707 emulsion to form vinyl acetate-aluminum sulfate polymer on the basis of the solution B to obtain solution C;

(5) on the basis of the solution C, respectively doping magnesium sulfate, triethanolamine and magnesium fluosilicate, continuously heating, controlling the temperature at 65-75 ℃, and keeping for 2 hours to form a stable and viscous mixed solution D;

(6) and mixing the solution D with the solution A, and uniformly stirring to obtain the alkali-free liquid foam concrete adjusting and solidifying agent.

Example 2

An engineering sand clay stabilizer is prepared by the following method:

the first step is as follows: respectively putting industrial raw material grade maleic anhydride and pentaerythritol into an oven for drying at a constant temperature of 40 ℃, and then putting into a drying oven for later use.

The second step is that: the dried industrial raw materials, namely maleic anhydride and pentaerythritol, are respectively weighed, uniformly mixed according to the mass percentage of 78 percent to 22 percent, and then placed into a stainless steel reaction kettle for heating.

The third step: heating in a stainless steel reaction kettle in a closed manner, gradually raising the temperature, controlling the temperature to be 175 ℃ and keeping the temperature constant for 2 hours; in heating, the stainless steel reaction kettle is continuously shaken to be uniformly heated, so that gelatinization is avoided.

The fourth step: after 2 hours, pentaerythritol maleate is synthesized, is cooled to below 50 ℃, is added with a dehydrating agent with the mixing proportion of 75 percent to 25 percent (mass percent), and is stirred for 20min to 50min by a high-speed stirrer, thus forming the concrete fine aggregate clay stabilizer.

The fifth step: and (3) containing the uniformly mixed concrete fine aggregate clay stabilizer by adopting a glass container or a stainless steel container, and storing in a closed and lightproof manner for later use.

Wherein the dehydrating agent is a mixture of sulfuric acid and phosphoric acid, and the mass percent of the dehydrating agent and the phosphoric acid is 75% to 25%; the sulfuric acid and phosphoric acid used were of analytical grade.

Example 3

The sediment foam concrete is prepared from the following components in percentage by mass:

30% of P.O42.5 cement, 30% of water, 10% of secondary or above fly ash, 10% of slag powder (bottom slag of a power plant, the maximum particle size of particles is 4.75mm), 17% of yellow river silt, 0.5% of polycarboxylic acid water reducing agent, 0.3% of hydroxypropyl methyl cellulose, 0.1% of carboxymethyl starch ether, 0.1% of composite animal protein foaming agent, 1.5% of accelerator in example 1 and 0.5% of stabilizer in example 2.

Wherein the foaming agent is a DW type animal protein foaming agent produced by sunshine material Sansantai building materials Co.Ltd; the polycarboxylate superplasticizer is a Liang liquid polycarboxylate superplasticizer produced by Shandong Liang new material science and technology company Limited.

The main component of the yellow river silt is silicon dioxide (SiO)₂) The content is about 70 percent, and other components comprise aluminum oxide, ferric oxide, magnesium oxide, potassium oxide, rare elements and the like.

The method for preparing the silt foam concrete by using the raw material components comprises the following steps:

(1) sieving the yellow river silt properly, removing the mud skin, and then drying at the temperature of 100 ℃ and 105 ℃ for later use;

(2) weighing P.O42.5 cement, water, second-grade and above fly ash, slag powder, yellow river silt, a composite animal protein foaming agent, hydroxypropyl methyl cellulose, a polycarboxylic acid water reducing agent, carboxymethyl starch ether, the accelerator in example 1 and the stabilizer in example 2 according to mass percentage;

(3) pouring P.O42.5 cement, second-grade or above fly ash, slag powder, yellow river silt, hydroxypropyl methyl cellulose and carboxymethyl starch ether into a stirrer for dry mixing, adding water, a polycarboxylic acid water reducing agent, the accelerating agent in the embodiment 1 and the stabilizing agent in the embodiment 2 after 1min, stirring for at least 2min to prepare yellow river silt concrete slurry, and then injecting the slurry into a foam mixer;

(4) foaming the composite animal protein foaming agent by a foaming machine to form structural foam;

(5) the structural foam is injected into a foam mixer and stirred with the yellow river sediment concrete slurry to prepare yellow river sediment foam concrete, as shown in figure 1.

And (3) pouring the prepared yellow river sediment foam concrete on site, putting the foam concrete into test moulds of 100mm by 100mm respectively, curing (the standard curing condition is that the environmental temperature is 20 +/-2 ℃, and the relative humidity is more than 90 percent), and detecting the performance of the foam concrete. The yellow river sediment foam concrete test piece and the cast-in-place wallboard prepared by the method have the structure shown in figure 2.

The sediment foam concrete has no conditions of mold collapse and bleeding through detection, and the wet density is 880kg/m³And the R28 compressive strength is 2.1 MPa.

Example 4

The sediment foam concrete is prepared from the following components in percentage by mass:

30% of P.O42.5 cement, 26.5% of water, 10% of secondary or higher fly ash, 10% of slag powder, 20% of yellow river silt, 0.5% of polycarboxylic acid water reducing agent, 0.3% of hydroxypropyl methyl cellulose, 0.1% of carboxymethyl starch ether, 0.1% of composite animal protein foaming agent, 2% of accelerator in example 1 and 0.5% of stabilizer in example 2.

Wherein the foaming agent is a DW type animal protein foaming agent produced by sunshine material Sansantai building materials Co.Ltd; the polycarboxylate superplasticizer is a Liang liquid polycarboxylate superplasticizer produced by Shandong Liang new material science and technology company Limited.

The main component of the yellow river silt is silicon dioxide (SiO)₂) The content is about 70 percent, and other components comprise aluminum oxide, ferric oxide, magnesium oxide, potassium oxide, rare elements and the like.

The silt foam concrete was prepared as in example 3.

The sediment foam concrete has no conditions of mold collapse and bleeding through detection, and the wet density is 980kg/m³And the R28 compressive strength is 4.1 MPa.

Example 5

The sediment foam concrete is prepared from the following components in percentage by mass:

30% of P.O42.5 cement, 27% of water, 10% of secondary or higher fly ash, 10% of slag powder, 20% of yellow river silt, 0.5% of polycarboxylic acid water reducing agent, 0.3% of hydroxypropyl methyl cellulose, 0.1% of carboxymethyl starch ether, 0.1% of composite animal protein foaming agent and 2% of accelerator in example 1.

Wherein the foaming agent is a DW type animal protein foaming agent produced by sunshine material Sansantai building materials Co.Ltd; the polycarboxylate superplasticizer is a Liang liquid polycarboxylate superplasticizer produced by Shandong Liang new material science and technology company Limited.

The main component of the yellow river silt is silicon dioxide (SiO)₂) The content is about 70 percent, and other components comprise aluminum oxide, ferric oxide, magnesium oxide, potassium oxide, rare elements and the like.

The silt foam concrete was prepared as in example 3.

The detection shows that the fluidity of the sediment foam concrete is only 200mm, and the difference between the fluidity of the sediment foam concrete and the designed 300mm is large, and the main reason is that organic matters in the sediment absorb part of the water reducing agent, so that the water reducing effect is poor, the fluidity is poor, and pumping cannot be realized.

Example 6

The sediment foam concrete is prepared from the following components in percentage by mass:

30% of P.O42.5 cement, 26% of water, 10% of secondary and above fly ash, 10% of slag powder, 20% of yellow river silt, 0.5% of polycarboxylic acid water reducing agent, 0.8% of hydroxypropyl methyl cellulose, 0.1% of carboxymethyl starch ether, 0.1% of composite animal protein foaming agent, 2% of accelerator in example 1 and 0.5% of stabilizer in example 2.

Wherein the foaming agent is a DW type animal protein foaming agent produced by sunshine material Sansantai building materials Co.Ltd; the polycarboxylate superplasticizer is a Liang liquid polycarboxylate superplasticizer produced by Shandong Liang new material science and technology company Limited.

The main component of the yellow river silt is silicon dioxide (SiO)₂) The content is about 70 percent, and other components comprise aluminum oxide, ferric oxide, magnesium oxide, potassium oxide, rare elements and the like.

The silt foam concrete was prepared as in example 3.

The detection shows that the slurry fluidity of the sediment foam concrete is only 170mm, and the difference between the slurry fluidity and the designed 300mm is large, mainly because the addition amount of hydroxypropyl methyl cellulose is large, the thickening effect is too strong, the fluidity is poor, and the pumping cannot be realized.

Example 7

The sediment foam concrete is prepared from the following components in percentage by mass:

30% of P.O42.5 cement, 26.5% of water, 10% of secondary and above fly ash, 10% of slag powder, 20% of yellow river silt, 0.5% of polycarboxylic acid water reducing agent, 0.3% of hydroxypropyl methyl cellulose, 0.1% of carboxymethyl starch ether, 0.1% of composite animal protein foaming agent, 2% of powdery sodium metaaluminate and 0.5% of stabilizer in example 2.

Wherein the foaming agent is a DW type animal protein foaming agent produced by sunshine material Sansantai building materials Co.Ltd; the polycarboxylate superplasticizer is a Liang liquid polycarboxylate superplasticizer produced by Shandong Liang new material science and technology company Limited.

The main component of the yellow river silt is silicon dioxide (SiO)₂) The content is about 70 percent, and other components comprise aluminum oxide, ferric oxide, magnesium oxide, potassium oxide, rare elements and the like.

The silt foam concrete was prepared as in example 3.

Through detection, the fluidity of the sediment foam concrete slurry is lost within 10min, and is reduced from 300mm to 180mm, so that pumping is difficult, and the main reason is that the quick setting effect of sodium metaaluminate is too quick, so that initial setting is too early, the fluidity is poor, and pumping cannot be realized.

The foregoing is directed to preferred embodiments of the present invention, other and further embodiments of the invention may be devised without departing from the basic scope thereof, and the scope thereof is determined by the claims that follow. However, any simple modification, equivalent change and modification of the above embodiments according to the technical essence of the present invention are within the protection scope of the technical solution of the present invention.