A "near-zero" cracking circulating fluidized bed fly ash-based road base material and its formulation design method

Abstract

The present invention relates to the technical field of resource recycling and utilization, and specifically discloses a "near-zero" cracking circulating fluidized bed fly ash-based road base material and a formulation design method thereof. The present invention loads a calcium-aluminum hydrotalcite compound on the surface and in the pore structure of the circulating fluidized bed fly ash through a hydrothermal reaction, thereby improving the microstructure of the material, forming a more uniform material matrix, reducing the generation of cracks, and thereby enhancing the crack resistance of the matrix material. A styrene-butadiene polymer structure is then introduced into the composite fly ash to form a three-dimensional network structure that can be interwoven with red mud hydration products, thereby improving the mechanical properties of the material, such as compressive strength and flexural strength. At the same time, the styrene-butadiene polymer structure also has good elasticity and toughness, and works together with the calcium-aluminum hydrotalcite compound to impart excellent crack resistance to the road base material.

Description

Technical Field

[0001] The present invention relates to the technical field of resource recycling and utilization, and in particular to a "near-zero" cracking circulating fluidized bed fly ash-based road base material and a formulation design method thereof. Background Art

[0002] Circulating fluidized bed (CFB) fly ash (CFB) is a byproduct of circulating fluidized bed (CFB) boilers in power plants. As global demand for renewable energy increases, the amount of this byproduct is also increasing. Each year, approximately 120 million tons of CFB fly ash accumulates, which not only takes up a large amount of storage space but also places significant pressure on the environment. Circulating fluidized bed (CFB) boilers are designed to improve fuel combustion efficiency and reduce pollutant emissions, with the use of in-furnace sulfur fixation technology being a major feature. However, this technology also results in a chemical composition of CFB fly ash that differs significantly from that of conventional fly ash.

[0003] Compared to conventional fly ash, the chemical composition of circulating fluidized bed (CFB) fly ash contains higher levels of toxic heavy metals, such as lead, cadmium, arsenic, and other heavy metals. The presence of these heavy metals not only increases the environmental risks of fly ash but also potentially impacts human health. For example, lead and cadmium are widely considered to be harmful to the nervous system and kidneys, and long-term exposure can lead to serious health problems. Furthermore, CFB fly ash may contain unstable chemical components that can react under certain environmental conditions, further exacerbating its environmental hazards.

[0004] The presence of these harmful components limits the use of circulating fluidized bed fly ash as a cementitious material for road bases, particularly in engineering applications where material stability and durability are crucial. In road construction, material strength, stability, and durability are key factors in ensuring road life and safety. The chemical properties of circulating fluidized bed fly ash make it less than ideal in these areas, potentially leading to cracks and settlement during road use, thus compromising road safety and service life.

[0005] While circulating fluidized bed fly ash has some recycling value in certain areas, such as as a partial cement replacement or in certain soil improvements, its application in cementitious materials such as road construction is strictly limited. Therefore, there is an urgent need to improve its safety and application performance through technological innovation and improved processing technology.

[0006] Chinese patent document CN110282888A proposes a circulating fluidized bed fly ash-based auxiliary cementitious material, its preparation method and application, and the cementitious material prepared by using circulating fluidized bed fly ash, slag and water slag to solve the technical problems of low early strength, slump loss and high cost of cement concrete prepared with existing auxiliary cementitious materials. The circulating fluidized bed fly ash-based auxiliary cementitious material prepared by this patent can be used to make cement, or replace part of the cement to prepare high-strength cement concrete, which is beneficial to improving the workability and durability of concrete, while reducing the use of cement clinker and thus reducing carbon emissions. However, the crack resistance of the prepared cementitious material still needs to be improved. Summary of the Invention

[0007] In view of the shortcomings of the prior art, the present invention aims to provide a circulating fluidized bed fly ash-based road base material and a formulation design method thereof.

[0008] In order to achieve the above object, the present invention adopts the following technical solutions:

[0009] In the first aspect, the present invention provides a "near-zero" cracking circulating fluidized bed fly ash-based road base material, which includes the following raw materials, calculated by weight: 20-35 parts of red mud, 20-30 parts of ordinary fly ash, 5-10 parts of slaked lime, 30-50 parts of coal gangue aggregate, and 20-80 parts of circulating fluidized bed fly ash-based composite material.

[0010] The preparation method of the circulating fluidized bed fly ash-based composite material is as follows:

[0011] S1, adding circulating fluidized bed fly ash into an alkaline solution for impregnation treatment, followed by centrifugation, drying, and calcining in an air atmosphere to obtain pretreated fly ash;

[0012] S2, dissolving calcium nitrate, aluminum nitrate and urea in water, mixing them evenly, then adding pretreated fly ash thereto, heating and stirring to react, and after the reaction is completed, filtering, washing and drying to obtain composite fly ash;

[0013] S3, dispersing the composite fly ash in an ethanol aqueous solution, then adding vinyltrimethoxysilane thereto, stirring for 2-5 hours, and then filtering, washing, and drying to obtain a double-bond modified composite material;

[0014] S4. Dispersing the double-bond modified composite material in an organic solvent, then adding butadiene, styrene and benzoyl peroxide thereto, heating and stirring to react, and after the reaction is completed, filtering, washing and drying to obtain a circulating fluidized bed fly ash-based composite material.

[0015] Specifically, in step S1, the alkaline solution is a NaOH solution or a KOH solution; the concentration of the alkaline solution is 0.5-2 mol / L;

[0016] The immersion time is 2-4 hours, for example, 2 hours, 2.5 hours, 3 hours, 3.5 hours, and 4 hours can be selected;

[0017] The calcination temperature is 800-900°C, for example, 800°C, 810°C, 820°C, 830°C, 840°C, 850°C, 860°C, 870°C, 880°C, 890°C, and 900°C can be selected; the calcination time is 2-4h, for example, 2h, 2.5h, 3h, 3.5h, and 4h can be selected; but the values ​​are not limited to the listed values, and other values ​​not listed within the numerical range are also applicable.

[0018] Specifically, in step S2, the mass ratio of calcium nitrate, aluminum nitrate, urea and pretreated fly ash is 3-5:2-4:6-8:10-15.

[0019] In step S2, the temperature of the heating and stirring reaction is 70-85°C, for example, 70°C, 72°C, 74°C, 75°C, 76°C, 78°C, 80°C, 82°C, or 85°C can be selected; the time of the heating and stirring reaction is 12-18h, for example, 12h, 13h, 14h, 15h, 16h, 17h, or 18h can be selected; but the values ​​listed are not limited thereto, and other values ​​not listed within the numerical range are also applicable.

[0020] Specifically, in step S3, the mass ratio of composite fly ash and vinyltrimethoxysilane is 8-12:1-3, for example, 8:1, 8:2, 8:3, 10:1, 10:2, 10:3, 12:1, 12:2, 12:3 can be selected, but is not limited to the listed values, and other unlisted values ​​within the numerical range are also applicable.

[0021] Specifically, in step S4, the mass ratio of the double bond modified composite material, butadiene, styrene and benzoyl peroxide is 10-15:3-4:3-5:0.5-1.

[0022] In step S4, the temperature of the heating and stirring reaction is 60-80°C, for example, 60°C, 65°C, 70°C, 75°C, or 80°C can be selected; the time of the heating and stirring reaction is 3-5h, for example, 3h, 3.5h, 4h, 4.5h, or 5h can be selected, but is not limited to the listed values, and other values ​​not listed within the numerical range are also applicable.

[0023] In the second aspect, the present invention provides a method for preparing a "near-zero" cracking circulating fluidized bed fly ash-based road base material, comprising the following steps: placing red mud, ordinary fly ash, slaked lime, coal gangue aggregate and the above-mentioned circulating fluidized bed fly ash-based composite material in a blast drying oven and drying them to constant weight, passing them through a 200-mesh sieve after ball milling, and then mixing the above-mentioned raw materials evenly, subsequently adding water, stirring for 3-5 minutes, making a test piece, and after demolding with a demolding machine, placing it in a curing box and curing it to the corresponding age to obtain a circulating fluidized bed fly ash-based road base material.

[0024] In a third aspect, the present invention further provides a method for designing a formula for a "near-zero" cracking circulating fluidized bed fly ash-based road base material, comprising the following steps:

[0025] 1) The total number of red mud, ordinary fly ash, slaked lime, and coal gangue aggregate is 100 parts. The above-mentioned circulating fluidized bed fly ash-based composite is used as a variable to prepare four types of road base materials. The content of circulating fluidized bed fly ash-based composite is 0, 30, 50, and 80 parts, respectively, and are recorded as mix ratios M0, M3, M5, and M8;

[0026] 2) Assemble two polyamide inner molds into a dumbbell-shaped cavity, and cover the outer cavity with four cast iron dumbbell-shaped outer molds. After assembly, place the dumbbell-shaped cast iron pad at the bottom of the cavity. Move the assembled test mold into an environmental chamber. The temperature of the environmental chamber is controlled by a temperature and humidity controller. Load four types of road base materials, statically press mold, and cure for 4 hours. Then, remove the cast iron outer mold to obtain the test piece and inner mold, and fix the polyamide inner bottom mold to both ends of the inner mold.

[0027] 3) Fix the specimen and inner mold on the UTM testing machine in the vertical direction through the upper and lower clamps. Connect the force sensor and displacement sensor to the upper end of the UTM clamp to measure the displacement s of the specimen. i Heli F i To conduct real-time testing, the allowable displacement range s of the specimen, the set temperature and humidity of the environment T / ω, and the data collection time interval t are input into the computer program connected to the UTM;

[0028] 4) Turn on the UTM test equipment and perform displacement s i Heli F i Real-time testing, temperature and humidity T0 and ω i In real-time testing, when the real-time displacement monitored by the displacement sensor reaches the set value s, the UTM testing machine pulls the specimen back to its initial position, so that the deformation of the specimen remains at 0. i Calculate the real-time strain and accumulate it to obtain the cumulative strain ε of autogenous shrinkage and creep shrinkage ij , the calculation formula is as formula (1), according to F i Calculate real-time stress σ i , the calculation formula is as follows:

[0029] ε ij =(s i +s·j) / L (1)

[0030] σ i =F i / S (2)

[0031] Where j is the number of times the UTM testing machine stretches the specimen; L is the specimen length in m, and S is the cross-sectional area of ​​the specimen in m 2 ;

[0032] 5) The stress and strain results of the ratios M0, M3, M5 and M8 are statistically analyzed, and the stress is recorded as σ i 0 , σ i 3 , σ i 5 , σ i 8 , the accumulated strain is recorded as ε ij 0 , ε ij 3 , ε ij 5 , ε ij 8 , the stresses at cracking are σ c 0 , σ c 3 , σ c 5 , σ c 8 , the cracking time is t c 0 , t c 3 , t c 5 , t c 8 The least square method is used to calculate the real-time stress σ before cracking of the road base after adding circulating fluidized bed fly ash-based composite materials with different dosages ω i and the accumulated strain ε ij , cracking stress σ after cracking c and cracking time t c , as shown in formulas (3) to (6),

[0033]

[0034] Where ω is the ratio of the circulating fluidized bed fly ash-based composite to the total amount of red mud, ordinary fly ash, slaked lime and coal gangue aggregate;

[0035] 6) Draw the real-time stress-time variation curves l0, l3, l5, and l8 for the M0, M3, M5, and M8 specimens; the maximum compressive stress in the expansion stage is σ s 0 , σ s 3 , σ s 5 , σ s 8 , after heating and then cooling to the room temperature stress σ0 of the pouring temperature 0 ,σ0 3 ,σ0 5 ,σ0 8 , corresponding stress reserve value ω σ 0 、ω σ 3 、ω σ 5 、ω σ 8 Calculate them separately, as shown in formula (7). The larger the value, the better the crack resistance of the road base material.

[0036]

[0037] 7) Based on the maximum compressive stress, room temperature stress, cracking stress and corresponding cracking time, stress reserve value indicators of the road base composed of circulating fluidized bed fly ash-based composite materials in the expansion stage with different dosages, the dosage of the circulating fluidized bed fly ash-based composite materials is determined in combination with the road base use environment and performance requirements.

[0038] Compared with the prior art, the present invention has the following advantages and beneficial effects:

[0039] (1) The present invention pre-treats the circulating fluidized bed fly ash by soaking it in an alkaline solution and calcining it at high temperature, which can effectively remove toxic heavy metal substances and unstable chemical components contained in the circulating fluidized bed fly ash, reduce its biomobility and toxicity in the environment, and at the same time improve the activity of the circulating fluidized bed fly ash through alkaline activation treatment.

[0040] (2) The present invention loads calcium aluminum hydrotalcite compounds on the surface and pore structure of circulating fluidized bed fly ash through a hydrothermal reaction, which can reduce the water demand ratio of the circulating fluidized bed fly ash and improve its gelling activity; the calcium aluminum hydrotalcite compounds have good fluidity, can improve the fluidity of the slurry, improve the microstructure of the material, form a more uniform material matrix, reduce the generation of cracks, and thereby enhance the crack resistance of the matrix material.

[0041] (3) The present invention utilizes vinyltrimethoxysilane to treat the composite fly ash, introduces a double bond structure on its surface, and then polymerizes it with butadiene and styrene to introduce a butadiene-styrene polymer structure on the composite fly ash. The butadiene-styrene polymer structure forms a three-dimensional network structure, which can be interwoven with the red mud hydration products, thereby improving the mechanical properties of the material, such as compressive strength and flexural strength; at the same time, the butadiene-styrene polymer structure also has good elasticity and toughness, and works together with the calcium-aluminum hydrotalcite compound to make the road base material have excellent crack resistance.

[0042] (4) The deformation monitored in the formula design provided by the present invention includes shrinkage and creep, which is more consistent with the factors that cause road base cracking under actual conditions, and has high measurement accuracy, enhanced anti-interference ability, and simple operation. By designing the composition of the road base material by adding circulating fluidized bed fly ash-based composite materials, the dosage is optimized to form a "near-zero" cracking road base material. In addition, the key indicators such as the maximum stress in the expansion stage, the room temperature stress value, the cracking stress and the corresponding cracking time, and the stress reserve value can be calculated based on the monitoring data, and the shrinkage and cracking behavior of the road base can be evaluated from different angles. BRIEF DESCRIPTION OF THE DRAWINGS

[0043] Figure 1 A schematic structural diagram of the test equipment provided by the present invention;

[0044] Figure 2 A schematic structural diagram of the inner mold of the testing device provided by the present invention;

[0045] Figure 3 A schematic structural diagram of the outer mold of the testing device provided by the present invention;

[0046] Figure 4 This is a structural diagram of the location of the temperature and humidity sensors in the test equipment provided by the present invention;

[0047] Figure 5 This is a graph showing the relationship between temperature and test time in Example 4;

[0048] Figure 6 is a graph showing the relationship between stress and test time in Example 4;

[0049] Figure 7 This is a flow chart of the road base material formula design method provided by the present invention.

[0050] Description of reference numerals:

[0051] 1-Environmental chamber, 2-UTM testing machine, 3-Displacement sensor, 4-Force sensor, 5-Upper chuck, 6-Lower chuck, 7-Inner mold, 71-Inner side mold, 72-Inner bottom mold, 8-Outer mold, 81-Outer mold, 82-Outer mold, 83-Outer mold pad, 9-Temperature and humidity sensor, 10-Temperature and humidity controller. DETAILED DESCRIPTION

[0052] The present invention is further described in detail below through specific preferred embodiments, but the present invention is not limited to the following embodiments.

[0053] It should be noted that, unless otherwise specified, all chemical reagents involved in the present invention were purchased through commercial channels.

[0054] The following raw materials are introduced as follows: red mud is Bayer red mud, which comes from Shanxi Huaxing Aluminum Co., Ltd. in Xiaoyi City, Shanxi Province; ordinary fly ash is first-class fly ash, which comes from Hebei Huishun Mining Co., Ltd.; slaked lime comes from Yingge Mining Co., Ltd. in Fenyi County, Yichun City, Jiangxi Province; coal gangue aggregate comes from Shanxi Pingshuo Coal Gangue Power Generation Co., Ltd.; circulating fluidized bed fly ash comes from Shanxi Pingshuo Coal Gangue Power Generation Co., Ltd., and its chemical composition is: CaO content is 31.56%, SiO2 content is 29.34%, Al2O3 content is 12.57%, Fe2O3 content is 6.86%, MgO content is 0.96%, K2O content is 0.92%, Na2O content is 0.39%, and f-CaO content is 2.4%.

[0055] Example 1

[0056] A method for preparing a "near-zero" cracking circulating fluidized bed fly ash-based road base material comprises the following steps:

[0057] 28 parts of red mud, 26 parts of ordinary fly ash, 6 parts of slaked lime, 40 parts of coal gangue aggregate and 40 parts of circulating fluidized bed fly ash-based composite material were placed in a blast drying oven and dried to constant weight, ball-milled and passed through a 200-mesh sieve, and then the above raw materials were mixed evenly, followed by adding 15 parts of water and stirring for 5 minutes to make a test piece. After demolding with a demoulding machine, the test piece was placed in a curing box for curing to obtain a circulating fluidized bed fly ash-based road base material;

[0058] The preparation method of the circulating fluidized bed fly ash-based composite material is as follows:

[0059] S1. Add 20 g of circulating fluidized bed fly ash to 150 mL of 1 mol / L NaOH solution and soak for 3 h. Then, centrifuge, dry, and calcine at 800 °C in air atmosphere for 4 h to obtain pretreated fly ash.

[0060] S2, dissolving 3g of calcium nitrate, 2g of aluminum nitrate and 6g of urea in 100mL of water, mixing them evenly, then adding 10g of pretreated fly ash thereto, heating and stirring at 70°C for 18h, and after the reaction is completed, filtering, washing and drying to obtain composite fly ash;

[0061] S3, dispersing 8 g of composite fly ash in 100 mL of 75 wt% ethanol aqueous solution, then adding 1 g of vinyltrimethoxysilane thereto, stirring for 3 h, and then filtering, washing, and drying to obtain a double-bond modified composite material;

[0062] S4. Disperse 10 g of the double-bond modified composite material in 150 mL of the organic solvent DMF, then add 3 g of butadiene, 3 g of styrene and 0.5 g of benzoyl peroxide, and heat and stir the mixture at 60°C for 5 h. After the reaction is completed, filter, wash and dry to obtain a circulating fluidized bed fly ash-based composite material.

[0063] Example 2

[0064] A method for preparing a "near-zero" cracking circulating fluidized bed fly ash-based road base material comprises the following steps:

[0065] 30 parts of red mud, 25 parts of ordinary fly ash, 5 parts of slaked lime, 40 parts of coal gangue aggregate and 20 parts of circulating fluidized bed fly ash-based composite material were placed in a blast drying oven and dried to constant weight, ball-milled and passed through a 200-mesh sieve, and then the above raw materials were mixed evenly, followed by adding 10 parts of water and stirring for 5 minutes to make a test piece, which was demoulded by a demoulding machine and placed in a curing box for curing to obtain a circulating fluidized bed fly ash-based road base material;

[0066] The preparation method of the circulating fluidized bed fly ash-based composite material is as follows:

[0067] S1. Add 20 g of circulating fluidized bed fly ash to 150 mL of 1 mol / L NaOH solution and soak for 3 h. Then, centrifuge, dry, and calcine at 800 °C in air atmosphere for 4 h to obtain pretreated fly ash.

[0068] S2, 5g of calcium nitrate, 4g of aluminum nitrate and 8g of urea were dissolved in 100mL of water and mixed evenly, and then 15g of pretreated fly ash was added thereto, and heated and stirred at 85°C for 12h. After the reaction was completed, the mixture was filtered, washed and dried to obtain composite fly ash;

[0069] S3, dispersing 12 g of the composite fly ash in 100 mL of a 75 wt% ethanol aqueous solution, then adding 3 g of vinyltrimethoxysilane thereto, stirring for 3 h, and then filtering, washing, and drying to obtain a double-bond modified composite material;

[0070] S4. Disperse 15 g of the double-bond modified composite material in 150 mL of the organic solvent DMF, then add 4 g of butadiene, 5 g of styrene and 1 g of benzoyl peroxide, and heat and stir the mixture at 80°C for 3 h. After the reaction is completed, filter, wash and dry to obtain a circulating fluidized bed fly ash-based composite material.

[0071] Example 3

[0072] A method for preparing a "near-zero" cracking circulating fluidized bed fly ash-based road base material comprises the following steps:

[0073] 35 parts of red mud, 25 parts of ordinary fly ash, 10 parts of slaked lime, 30 parts of coal gangue aggregate and 80 parts of circulating fluidized bed fly ash-based composite material were placed in a blast drying oven and dried to constant weight, ball-milled and passed through a 200-mesh sieve, and then the above raw materials were mixed evenly, followed by adding 20 parts of water and stirring for 5 minutes to make a test piece, which was demoulded with a demoulding machine and placed in a curing box for curing to obtain a circulating fluidized bed fly ash-based road base material;

[0074] The preparation method of the circulating fluidized bed fly ash-based composite material is as follows:

[0075] S1. Add 20 g of circulating fluidized bed fly ash to 150 mL of 1 mol / L NaOH solution and soak for 3 h. Then, centrifuge, dry, and calcine at 800 °C in air atmosphere for 4 h to obtain pretreated fly ash.

[0076] S2, dissolving 4g of calcium nitrate, 2g of aluminum nitrate and 7g of urea in 100mL of water, mixing them evenly, then adding 12g of pretreated fly ash thereto, heating and stirring at 80°C for 15h, and after the reaction is completed, filtering, washing and drying to obtain composite fly ash;

[0077] S3, dispersing 10 g of composite fly ash in 100 mL of 75 wt% ethanol aqueous solution, then adding 2 g of vinyltrimethoxysilane thereto, stirring for 3 h, and then filtering, washing, and drying to obtain a double-bond modified composite material;

[0078] S4. Disperse 12 g of the double-bond modified composite material in 150 mL of the organic solvent DMF, then add 3.5 g of butadiene, 4 g of styrene and 0.8 g of benzoyl peroxide, and heat and stir the mixture at 70°C for 4 h. After the reaction is completed, filter, wash and dry to obtain a circulating fluidized bed fly ash-based composite material.

[0079] Comparative Example 1

[0080] A method for preparing a circulating fluidized bed fly ash-based road base material comprises the following steps:

[0081] 28 parts of red mud, 26 parts of ordinary fly ash, 6 parts of slaked lime, 40 parts of coal gangue aggregate and 40 parts of circulating fluidized bed fly ash-based composite material were placed in a blast drying oven and dried to constant weight, ball-milled and passed through a 200-mesh sieve, and then the above raw materials were mixed evenly, followed by adding 15 parts of water and stirring for 5 minutes to make a test piece. After demolding with a demoulding machine, the test piece was placed in a curing box for curing to obtain a circulating fluidized bed fly ash-based road base material;

[0082] The preparation method of the circulating fluidized bed fly ash-based composite material is as follows:

[0083] S1. Add 20 g of circulating fluidized bed fly ash to 150 mL of 1 mol / L NaOH solution and soak for 3 h. Then, centrifuge, dry, and calcine at 800 °C in air atmosphere for 4 h to obtain pretreated fly ash.

[0084] S2, dispersing 8 g of pretreated fly ash in 100 mL of 75 wt% ethanol aqueous solution, then adding 1 g of vinyltrimethoxysilane thereto, stirring for 3 h, and then filtering, washing, and drying to obtain double-bond modified fly ash;

[0085] S3. Disperse 10 g of double-bond modified fly ash in 150 mL of organic solvent DMF, then add 3 g of butadiene, 3 g of styrene and 0.5 g of benzoyl peroxide, heat and stir at 60 ° C for 5 h, and after the reaction is completed, filter, wash and dry to obtain a circulating fluidized bed fly ash-based composite.

[0086] Compared with Example 1, in Comparative Example 1, no calcium aluminum hydrotalcite compound is loaded on the pretreated fly ash.

[0087] Comparative Example 2

[0088] A method for preparing a circulating fluidized bed fly ash-based road base material comprises the following steps:

[0089] 28 parts of red mud, 26 parts of ordinary fly ash, 6 parts of slaked lime, 40 parts of coal gangue aggregate and 40 parts of circulating fluidized bed fly ash-based composite material were placed in a blast drying oven and dried to constant weight, ball-milled and passed through a 200-mesh sieve, and then the above raw materials were mixed evenly, followed by adding 15 parts of water and stirring for 5 minutes to make a test piece. After demolding with a demoulding machine, the test piece was placed in a curing box for curing to obtain a circulating fluidized bed fly ash-based road base material;

[0090] The preparation method of the circulating fluidized bed fly ash-based composite material is as follows:

[0091] S1. Add 20 g of circulating fluidized bed fly ash to 150 mL of 1 mol / L NaOH solution and soak for 3 h. Then, centrifuge, dry, and calcine at 800 °C in air atmosphere for 4 h to obtain pretreated fly ash.

[0092] S2. Dissolve 3 g of calcium nitrate, 2 g of aluminum nitrate and 6 g of urea in 100 mL of water and mix well. Then add 10 g of pretreated fly ash and heat with stirring at 70°C to react for 18 h. After the reaction is completed, filter, wash and dry to obtain a circulating fluidized bed fly ash-based composite material.

[0093] Compared with Example 1, Comparative Example 2 does not support the styrene-butadiene polymer structure.

[0094] The road base materials prepared in Examples 1-3 and Comparative Examples 1-2 were subjected to standard curing, wherein the standard curing was performed in a standard curing room at a temperature of 20±1°C and a humidity RH value of >95%. The unconfined compressive strength and splitting tensile strength of the samples were tested on days 7 and 28 of curing according to JTG E51-2009 "Test Procedure for Inorganic Binder Stabilized Materials for Highway Engineering".

[0095] The test results are shown in Table 1:

[0096] Table 1

[0097]

[0098] It can be seen from Table 1 that, compared with Comparative Examples 1-2, the sample material prepared by modifying the circulating fluidized bed fly ash in the present invention has more excellent mechanical properties.

[0099] In addition, the present invention also provides a method for designing a formula of a "near-zero" cracking circulating fluidized bed fly ash-based road base material, which will be further described below in conjunction with specific embodiments.

[0100] Example 4

[0101] S1. Design the initial mix ratio of road base materials: 28 parts red mud + 26 parts fly ash + 6 parts slaked lime + 40 parts coal gangue aggregate. Add 0, 30, 50, and 80 parts of a circulating fluidized bed fly ash-based composite, respectively. Mix these materials with 15 parts water and make test specimens. Four types of road base materials are obtained, designated as mix ratios M0, M3, M5, and M8.

[0102] S2, such as Figures 1 to 4As shown, the test equipment of the present invention includes a UTM testing machine 2, a force sensor 4, a displacement sensor 3, an upper chuck 5, a lower chuck 6, a temperature and humidity controller 10, and a test mold. The lower part of the UTM testing machine 2 is connected to the displacement sensor 3, the lower part of the displacement sensor 3 is connected to the force sensor 4, the lower part of the force sensor 4 is connected to the upper chuck 5, and the lower chuck 6 is consolidated with the bottom of the environmental chamber 1. The upper and lower chucks 5 and 6 clamp the test piece to ensure that its position is located in the middle of the environmental chamber, and the upper chuck 5 adjusts the position of the upper part of the test piece through the UTM testing machine 2. The test mold includes an inner mold 7 and an outer mold 8. The material of the inner mold 7 is polyurethane. It consists of two inner side molds 71 ​​and two upper and lower inner bottom molds 72, both of which are 10 mm thick. The inner bottom molds 72 are placed on both sides of the inner mold 71 and are fixed by clamps after demolding. The material of the outer mold 8 is cast iron. It consists of two outer side molds 81, two outer side molds 82 and two outer mold pads 83, both of which are 16 mm thick. The height of the outer molds 81 and 82 is 140 mm, and the height of the outer mold pad 83 is 20 mm. The outer mold 81 and 82 are spliced ​​to form a dumbbell-shaped hollow structure. The outer mold pad 83 is placed at the bottom, and the inner mold 71 is placed in the hollow structure. The outer mold pad is placed after the road base material fills the inner mold 7. The assembled test mold is moved into the environmental box 1. The temperature of the environmental box 1 is regulated by the temperature and humidity controller 10. Its temperature is set to the curing temperature Tc. The temperature and humidity sensor 9 is pre-buried in the test mold and loaded with 4 types of road base materials. The test piece is dumbbell-shaped, with a thickness of 50 mm and a total length of 300 mm. The middle section is 200 mm long and 50 mm wide. The protruding length at both ends is 25 mm and the width is 100 mm. The middle is transitioned with a 1 / 4 arc with a radius of 25 mm. After static pressure molding, it is cured for 4 hours. Then, the cast iron outer mold 8 is removed to obtain the test piece and the inner mold 71, and the inner bottom mold 72 is fixed to both ends of the inner mold 71.

[0103] S3, fix the specimen and inner mold 7 on the UTM testing machine 2 in the vertical direction through the upper clamp 5 and the lower clamp 6, and connect the force sensor 4 and the displacement sensor 3 at the upper end of the UTM clamp 5 to measure the displacement s of the specimen. i Heli F i To conduct a real-time test, the computer program connected to the UTM testing machine 2 is input with information such as the allowable displacement range s of the specimen, the set ambient temperature and humidity T / ω, and the data collection time interval t.

[0104] S4, start the UTM testing machine 2, and perform displacement s i Heli F i Real-time testing, temperature and humidity T0 and ω i In real-time testing, when the real-time displacement monitored by the displacement sensor 3 reaches the set value s, the UTM testing machine 2 pulls the specimen back to its initial position, so that the deformation of the specimen remains at 0. iCalculate the real-time strain and accumulate it to obtain the cumulative strain ε of autogenous shrinkage and creep shrinkage ij , the calculation formula is as formula (1), according to F i Calculate real-time stress σ i , the calculation formula is as follows:

[0105] ε ij =(s i +s·j) / 0.2 (1)

[0106] σ i =F i / 0.0025 (2)

[0107] Where j is the number of times the UTM testing machine stretches the specimen.

[0108] S5. The stress and strain results of the ratios M0, M3, M5 and M8 are statistically analyzed, and the stress is recorded as σ i 0 , σ i 3 , σ i 5 , σ i 8 , the accumulated strain is recorded as ε ij 0 , ε ij 3 , ε ij 5 , ε ij 8 , the stresses at cracking are σ c 0 =-405kPa, σ c 3 =-355kPa, σ c 5 =-280kPa, σ c 8 =-224kPa, the cracking time is t c 0 =172h, t c 3 =184h,t c 5 =192h,t c 8 = 216h, the least square method is used to calculate the real-time stress σ before cracking of the road base after adding circulating fluidized bed fly ash-based composites with different dosages ω i and the accumulated strain ε ij , cracking stress σ after cracking c and cracking time t c , as shown in formulas (3) to (6),

[0109]

[0110] S6. Draw curves of temperature-time variation and stress-time variation of specimens M0, M3, M5 and M8, such as Figure 5-6 As shown; Figure 5 The temperature change after pouring the sample is used to describe the change of hydration heat. The change of heating rate can reflect the risk of temperature cracking, and the temperature rise and fall time nodes can be used to describe the change of hydration heat. Figure 7 The maximum compressive stress in the expansion stage is σ s 0 =200kPa,σ s 3 =280kPa,σ s 5 =390kPa, σ s 8 =520kPa, after heating and then cooling to the room temperature stress σ0 of the pouring temperature 0 =-380kPa, σ0 3 =-315kPa, σ0 5 =-204kPa, σ0 8 =-90kPa, corresponding stress reserve value ω σ 0 、ω σ 3 、ω σ 5 、ω σ 8 Calculate them separately, as shown in formula (7):

[0111]

[0112] S7, such as Figure 7 As shown in the figure, based on the maximum compressive stress, room temperature stress, cracking stress and corresponding cracking time, stress reserve value and other indicators of the road base composed of circulating fluidized bed fly ash at different dosages during the expansion stage, the usage environment and performance requirements of the road base are comprehensively considered, and the dosage of circulating fluidized bed fly ash is determined to balance the relationship between the compressive stress and cracking stress at the expansion stage, so that the shrinkage process is coordinated after the addition of circulating fluidized bed fly ash, and the road base material has "near-zero" cracking.

[0113] Finally, it should be noted that the above embodiments do not limit the present invention in any form. Those skilled in the art will appreciate that modifications and improvements can be made based on the present invention. Therefore, any modifications or improvements made without departing from the spirit of the present invention are intended to fall within the scope of protection claimed in the present invention.

Claims

1. A "near-zero" cracking circulating fluidized bed fly ash-based road base material, characterized in that: The raw materials include the following components in parts by weight: 20-35 parts of red mud, 20-30 parts of ordinary fly ash, 5-10 parts of slaked lime, 30-50 parts of coal gangue aggregate, and 20-80 parts of circulating fluidized bed fly ash-based composite material; The preparation method of the circulating fluidized bed fly ash-based composite material is as follows: S1, adding circulating fluidized bed fly ash into an alkaline solution for impregnation treatment, followed by centrifugation, drying, and calcining in an air atmosphere to obtain pretreated fly ash; S2, dissolving calcium nitrate, aluminum nitrate and urea in water, mixing them evenly, then adding pretreated fly ash thereto, heating and stirring to react, and after the reaction is completed, filtering, washing and drying to obtain composite fly ash; S3, dispersing the composite fly ash in an ethanol aqueous solution, then adding vinyltrimethoxysilane thereto, stirring for 2-5 hours, and then filtering, washing, and drying to obtain a double-bond modified composite material; S4. Dispersing the double-bond modified composite material in an organic solvent, then adding butadiene, styrene and benzoyl peroxide thereto, heating and stirring to react, and after the reaction is completed, filtering, washing and drying to obtain a circulating fluidized bed fly ash-based composite material.

2. The "near-zero" cracking circulating fluidized bed fly ash-based road base material according to claim 1 is characterized in that: In step S1, the calcination temperature is 800-900° C., and the calcination time is 2-4 hours.

3. The "near-zero" cracking circulating fluidized bed fly ash-based road base material according to claim 1 is characterized in that: In step S2, the mass ratio of calcium nitrate, aluminum nitrate, urea and pretreated fly ash is 3-5:2-4:6-8:10-15.

4. The "near-zero" cracking circulating fluidized bed fly ash-based road base material according to claim 1 is characterized in that: In step S2, the temperature for the heating and stirring reaction is 70-85° C., and the time for the heating and stirring reaction is 12-18 h.

5. The "near-zero" cracking circulating fluidized bed fly ash-based road base material according to claim 1 is characterized in that: In step S3, the mass ratio of the composite fly ash to vinyltrimethoxysilane is 8-12:1-3.

6. The "near-zero" cracking circulating fluidized bed fly ash-based road base material according to claim 1 is characterized in that: In step S4, the mass ratio of the double bond modified composite material, butadiene, styrene and benzoyl peroxide is 10-15:3-4:3-5:0.5-1.

7. The "near-zero" cracking circulating fluidized bed fly ash-based road base material according to claim 1 is characterized in that: In step S4, the temperature for the heating and stirring reaction is 60-80° C., and the time for the heating and stirring reaction is 3-5 h.

8. A method for preparing a "near-zero" cracking circulating fluidized bed fly ash-based road base material, characterized in that: The method comprises the following steps: placing red mud, ordinary fly ash, slaked lime, coal gangue aggregate and the circulating fluidized bed fly ash-based composite material according to any one of claims 1 to 7 in a blast drying oven and drying them to constant weight, ball milling them and passing them through a 200-mesh sieve, then uniformly mixing the above raw materials, subsequently adding water, stirring for 3-5 minutes, making test pieces, demolding them with a demolding machine, placing them in a curing box and curing them to a corresponding age, thereby obtaining a circulating fluidized bed fly ash-based road base material.

Images