A high-fluidity, anti-segregation, anti-crack, anti-seepage and durable composite material and its production equipment

Abstract

The present invention relates to the technical field of concrete preparation, and discloses a high-fluidity anti-segregation, anti-cracking, anti-permeability and durable composite material and its production equipment, which is generated by the following preparation method: selecting the initial admixture of concrete, setting the initial mix ratio between the initial admixture and concrete, and analyzing the compressive strength of concrete under the initial mix ratio; determining the final admixture of concrete from the initial admixture and the final mix ratio of concrete from the initial mix ratio; calculating the concrete dosage of concrete and the admixture dosage of the final admixture, generating the benchmark concrete and the comparative concrete of concrete; setting the mixing and pouring time of the benchmark concrete and the comparative concrete, mixing and pouring the benchmark concrete and the comparative concrete, and obtaining the benchmark processing result and the comparative processing result; respectively comprehensively analyzing the benchmark processing result and the comparative processing result. The present invention can solve the quality control problem of concrete in the process of mix ratio design, mixing and pouring.

Description

Technical Field

[0001] The invention relates to a high-fluidity anti-segregation, anti-cracking, anti-seepage and durable composite material and production equipment thereof, belonging to the technical field of concrete preparation. Background Art

[0002] Concrete has a series of advantages such as high compressive strength, good durability, low cost and high plasticity. It is currently the most widely used and largest-volume building material in the civil engineering industry.

[0003] In recent years, due to the increase in concrete grades and the increased requirements for fluidity of pumped concrete, the amount of concrete cementitious materials used has greatly increased, the early hydration rate of concrete has accelerated, the early shrinkage has been large, and the hydration heat has been high; coupled with the common problems of premature demolding and insufficient maintenance conditions during construction, the problem of early cracks in concrete has almost become a "common problem" in the construction industry. The presence of cracks not only affects the appearance of concrete, but also has an adverse effect on the durability of concrete structures. The presence of internal microcracks will seriously affect the impermeability of concrete, accelerate the invasion of harmful substances and the corrosion of internal steel bars. Traditional flexible waterproofing measures not only have complex construction processes and high construction difficulty, but also their material service life is often only a few years to more than ten years, which is far from meeting the requirements of the same service life as the structure. Research on a crack-proof and impermeable material with simple construction process, low cost and the same service life as the structure is of great significance to the control and improvement of engineering quality.

[0004] At the same time, due to factors such as unreasonable mix design, unstable raw materials, large uncertainty in mixing and pouring time, and arbitrary water addition at the construction site, premixed concrete often has segregation and bleeding during actual production and pouring, which has an adverse effect on the strength and durability of concrete. Improving concrete fluidity and reducing concrete water sensitivity can effectively solve the quality control problems of concrete in the mix design, mixing, and pouring process. Therefore, a solution is urgently needed to solve the quality control problems of concrete in the mix design, mixing, and pouring process. Summary of the invention

[0005] The invention provides a high-fluidity anti-segregation, anti-cracking, anti-seepage and durable composite material and production equipment thereof, the main purpose of which is to solve the quality control problem of concrete in the process of mix ratio design, mixing and pouring.

[0006] In order to achieve the above-mentioned object, the present invention provides a high-fluidity, anti-segregation, anti-crack, anti-permeability and durable composite material, which is prepared by the following method:

[0007] Selecting an initial admixture for concrete, setting an initial mix ratio between the initial admixture and the concrete, and analyzing the compressive strength of the concrete under the initial mix ratio;

[0008] Determining the final admixture of the concrete from the initial admixture and the final mix ratio of the concrete from the initial mix ratio using the compressive strength, wherein the final admixture includes a cement dispersant, an active densifying and expanding agent, a surfactant, a retarder and fiber;

[0009] According to the final mix ratio and the final admixture, respectively calculating the concrete amount of the concrete and the admixture amount of the final admixture to generate a reference concrete of the concrete, and generating a comparative concrete of the concrete by using the concrete amount and the admixture amount;

[0010] Setting the mixing and pouring time of the reference concrete and the comparison concrete, and performing mixing and pouring processing on the reference concrete and the comparison concrete respectively according to the mixing and pouring time to obtain a reference processing result and a comparison processing result;

[0011] Performing a comprehensive analysis on the benchmark processing result and the comparative processing result respectively to obtain a benchmark analysis result and a comparative analysis result, and selecting the preparation admixture, preparation mix ratio and preparation time of the concrete from the final admixture, the final mix ratio and the mixing and pouring time respectively based on the benchmark analysis result and the comparative analysis result;

[0012] The preparation admixture, the preparation mix ratio and the preparation time are used to generate a composite material preparation scheme for the concrete, and the crack-resistant, impermeability-resistant and durable composite material for the concrete is prepared through the composite material preparation scheme.

[0013] Optionally, the initial admixture for selecting concrete includes:

[0014] Obtaining a defect category of the concrete;

[0015] Identify a defect resolution category corresponding to the defect category;

[0016] Query defect resolution materials corresponding to the defect resolution category;

[0017] determining whether the reaction conditions between the defect solving material and the concrete meet the reaction conditions of the defect solving material;

[0018] When the reaction condition between the defect-solving material and the concrete meets the reaction condition of the defect-solving material, the defect-solving materials belonging to the same defect-solving category are aggregated into the same type of materials to obtain a set of the same type of materials;

[0019] The initial admixture of the concrete is obtained by randomly combining the materials of the same type using the following set:

[0020]

[0021] in, represents the initial admixture, Indicates the first material in the same type set Defect solving materials, Indicates the second set of materials of the same type. Defect solving materials, Indicates The first in a collection of materials of the same type Defect solving materials, Indicates the number of defect resolution categories.

[0022] Optionally, setting the initial mix ratio between the initial admixture and the concrete includes:

[0023] Respectively obtain the water ratio, cement ratio, sand ratio and stone ratio of water, cement, sand and stone in the concrete;

[0024] Query the minimum ratio among the water ratio, the cement ratio, the sand ratio and the stone ratio;

[0025] Setting the initial proportion of the initial admixture within the proportion interval lower than the minimum proportion;

[0026] The initial mix ratio between the initial admixture and the concrete is determined using the initial mix ratio, the water mix ratio, the cement mix ratio, the sand mix ratio and the stone mix ratio.

[0027] Optionally, analyzing the compressive strength of the concrete under the initial mix ratio includes:

[0028] obtaining the concrete weight of the initial admixture and the concrete;

[0029] According to the initial mix ratio and the concrete weight, the admixture weight of the initial admixture is calculated using the following formula:

[0030]

[0031]

[0032]

[0033] in, represents the admixture weight of the initial admixture of the ith category, represents the concrete weight of the substance contained in the jth category of concrete, Indicates the total weight between the initial admixture and the concrete, It indicates the ratio of initial admixture under the initial mix ratio. represents the mix ratio of concrete under the initial mix ratio, n represents the number of categories in the initial admixture, m represents the number of substances contained in the concrete, express Any value in express Any value in ;

[0034] According to the weight of the concrete and the weight of the admixture, the compressive strength of the concrete is calculated using the following formula:

[0035]

[0036] in, The compressive strength of concrete. represents the admixture weight of the initial admixture of the ith category, represents the weight of concrete containing substances of the jth category, n represents the number of categories in the initial admixture, m represents the number of substances contained in the concrete, represents a constant, Indicates the weight of cement contained in concrete.

[0037] Optionally, the determining the final admixture of the concrete from the initial admixture using the compressive strength and the determining the final mix ratio of the concrete from the initial mix ratio include:

[0038] Determining whether the compressive strength meets a preset compressive strength threshold;

[0039] When the compressive strength meets a preset compressive strength threshold, obtaining an initial admixture corresponding to the compressive strength to obtain a final admixture;

[0040] The initial mix ratio corresponding to the compressive strength is obtained to obtain the final mix ratio.

[0041] Optionally, the performing a comprehensive analysis on the benchmark processing result and the comparative processing result respectively to obtain a benchmark analysis result and a comparative analysis result includes:

[0042] Analyzing the cement agglomeration effect of the comparative treatment results;

[0043] Using a preset microscope to identify particulate matter in the comparison processing result;

[0044] According to the particulate matter, the density of the comparison processing result is calculated using the following formula:

[0045]

[0046] in, Indicates density, Indicates the average particle size of the active compacting and expanding agent in the comparison treatment results, Indicates the average particle size of concrete in the comparison treatment results, Indicates the non-uniformity of particles corresponding to the standard density, Indicates the non-uniformity of the particulate matter in the comparison processing results;

[0047] The water seepage rate of the comparative treatment results was calculated using the following formula:

[0048]

[0049] in, represents the water seepage rate, represents the total amount of water absorbed by the comparison treatment results, W represents the amount of water used in the concrete in the comparison treatment results, represents the total mass of concrete in the comparison treatment results, represents the total mass of the cylinder and the sample, Indicates the barrel quality;

[0050] Measuring the hydration and hardening time of the comparative treatment results;

[0051] Calculating the crack width and crack length of the comparison processing result;

[0052] Based on the cement agglomeration effect, the density, the water bleeding rate, the hydration and hardening time, the crack width and the crack length, a comprehensive analysis is performed on the comparative treatment results to obtain comparative analysis results;

[0053] A comprehensive analysis is performed on the benchmark processing results to obtain benchmark analysis results.

[0054] Optionally, analyzing the cement agglomeration effect of the comparison treatment results includes:

[0055] Using a preset microscopic instrument to identify the agglomerated particles in the comparison processing result;

[0056] The uniformity of the agglomerated particles was calculated using the following formula:

[0057]

[0058] in, Indicates uniformity, represents the volume of the comparison processing result, represents the total volume of agglomerated particles;

[0059] Calculating the particle center of mass of the agglomerated particles;

[0060] Calculating the particle diameter of the agglomerated particles using the particle centroid;

[0061] Counting the number of the agglomerated particles;

[0062] The cement agglomeration effect of the comparative treatment results is analyzed according to the uniformity, the particle diameter and the particle number.

[0063] Optionally, the calculating the crack width and crack length of the comparison processing result includes:

[0064] The crack width of the comparison treatment result is calculated using the following formula:

[0065]

[0066] in, represents the crack width, Represents the stress characteristic coefficient of the comparison treatment result, represents the longitudinal strain non-uniformity coefficient between cracks, represents the elastic modulus of the comparison treatment result, It represents the longitudinal tensile equivalent stress of the comparison treatment result, Indicates the distance between the outer edge of the longitudinal tension zone and the bottom edge of the tension zone. represents the longitudinal equivalent diameter of the tension zone, represents a constant with a value of 0.01;

[0067] collecting a hardened image of the comparison processing result;

[0068] querying the hardening crack coordinates of the comparison processing result in the hardening image;

[0069] The crack length of the comparison processing result is calculated according to the hardening crack coordinates.

[0070] Optionally, based on the benchmark analysis result and the comparative analysis result, selecting the preparation admixture, preparation mix ratio and preparation time of the concrete from the final admixture, the final mix ratio and the mixing and pouring time, respectively, includes:

[0071] When the comparative analysis result is better than the benchmark analysis result, selecting a target analysis result from the comparative analysis result;

[0072] The prepared admixture, the prepared mix ratio and the prepared time corresponding to the target analysis result are selected from the final admixture, the final mix ratio and the mixing and pouring time respectively.

[0073] To achieve the above-mentioned purpose, the present invention provides a production device for a high-fluidity, anti-segregation, anti-cracking, anti-permeability and durable composite material, characterized in that the composite material is manufactured by adopting the above-mentioned preparation method.

[0074] Compared with the problems described in the background technology, the embodiment of the present invention analyzes the compressive strength of the concrete under the initial mix ratio, so as to select a batch of samples that can be used for subsequent comprehensive quality analysis by utilizing the performance of the initial admixture in compressive strength. The embodiment of the present invention performs a comprehensive analysis on the benchmark processing results and the comparative processing results respectively, so as to analyze whether the quality of the concrete is improved after the admixture is added. Furthermore, the embodiment of the present invention selects the preparation admixture, preparation mix ratio and preparation time of the concrete from the final admixture, the final mix ratio and the mixing and pouring time respectively based on the benchmark analysis results and the comparative analysis results, so as to use the preparation materials, material dosage and time parameters corresponding to the set of comparative analysis results with the best quality performance as the standard for subsequent concrete quality improvement. Therefore, the high-flowability anti-analysis, anti-cracking, anti-permeability and durable composite material and its production equipment proposed in the present invention can solve the quality control problem of concrete in the process of mix ratio design, mixing and pouring. BRIEF DESCRIPTION OF THE DRAWINGS

[0075] Figure 1 A schematic flow chart of a method for preparing a high-fluidity, anti-segregation, anti-crack, anti-permeability and durable composite material provided by one embodiment of the present invention;

[0076] Figure 2 A schematic diagram of a reference concrete and a comparative concrete for realizing a method for preparing a high-fluidity, anti-segregation, anti-cracking, anti-permeability and durable composite material provided in one embodiment of the present invention;

[0077] Figure 3 A schematic diagram of some parameters of a reference concrete and a comparison concrete for realizing the method for preparing the highly fluid, anti-segregation, anti-cracking, anti-permeability and durable composite material provided in one embodiment of the present invention;

[0078] Figure 4 A schematic diagram of a module for realizing a method for preparing the highly fluid, anti-segregation, anti-cracking, anti-permeability and durable composite material provided in one embodiment of the present invention.

[0079] The purpose, features and advantages of the present invention will be further described with reference to the accompanying drawings in conjunction with the embodiments. DETAILED DESCRIPTION

[0080] It should be understood that the specific embodiments described herein are only used to explain the present invention, and are not used to limit the present invention.

[0081] The embodiment of the present application provides a method for preparing a high-fluidity, anti-analysis, anti-cracking, anti-permeability and durable composite material. The execution subject of the method for preparing a high-fluidity, anti-analysis, anti-cracking, anti-permeability and durable composite material includes but is not limited to at least one of the electronic devices such as a server and a terminal that can be configured to execute the method provided by the embodiment of the present application. In other words, the method for preparing a high-fluidity, anti-analysis, anti-cracking, anti-permeability and durable composite material can be executed by software or hardware installed on a terminal device or a server device. The server includes but is not limited to: a single server, a server cluster, a cloud server or a cloud server cluster, etc.

[0082] Embodiment 1:

[0083] Reference Figure 1 FIG. 1 is a flow chart of a method for preparing a high-fluidity anti-segregation, anti-crack, anti-permeability and durable composite material provided by an embodiment of the present invention. In this embodiment, the method for preparing a high-fluidity anti-segregation, anti-crack, anti-permeability and durable composite material comprises:

[0084] S1. Selecting an initial admixture for concrete, setting an initial mix ratio between the initial admixture and the concrete, and analyzing the compressive strength of the concrete under the initial mix ratio.

[0085] In the embodiment of the present invention, the concrete refers to the concrete composition determined by the concrete preparation method commonly used in the industry, and does not refer to the concrete entity that has been obtained, but refers to the concrete composition including the method for preparing concrete. That is to say, admixtures can be added to the preparation materials of the concrete in the future to transform the concrete. If the concrete is a prepared concrete entity, the admixture cannot transform the concrete. The initial admixture refers to an additive that solves the quality problem of concrete.

[0086] In one embodiment of the present invention, the selection of the initial admixture for concrete includes: obtaining the defect category of the concrete; identifying the defect solution category corresponding to the defect category; querying the defect solution material corresponding to the defect solution category; judging whether the reaction condition between the defect solution material and the concrete meets the reaction condition of the defect solution material; when the reaction condition between the defect solution material and the concrete meets the reaction condition of the defect solution material, aggregating the defect solution materials belonging to the same defect solution category to obtain a set of materials of the same type; and randomly combining the materials of the set of materials of the same type using the following set to obtain the initial admixture for the concrete:

[0087]

[0088] in, represents the initial admixture, Indicates the first material in the same type set Defect solving materials, Indicates the second set of materials of the same type. Defect solving materials, Indicates The first in a collection of materials of the same type Defect solving materials, Indicates the number of defect resolution categories.

[0089] Among them, the defect category refers to the category of quality defects of the concrete, including cement agglomeration, insufficient density, concrete segregation, water seepage, abnormal hardening time, harmful cracks and the like. The defect solution category refers to the category of measures for dealing with the defects corresponding to the defect category, such as the category for dealing with cement agglomeration. The defect solution materials include modified alcohol amine, magnesium oxide, saponin, sodium phosphate and polypropylene fiber, among which the cement dispersing component is modified alcohol amine, which can reduce cement agglomeration during concrete mixing, reduce the mixing resistance of fresh concrete, increase flow rate, and increase slump and expansion; the active dense expansion group is magnesium oxide, and the magnesium oxide-based expansion agent can react with water in the early stage of concrete hydration to generate expansion. The product can offset part of the early shrinkage, thereby achieving high density and reducing cracks; the surfactant component is saponin, which has good water solubility and cement adaptability. It can be added to concrete to improve the water retention of concrete and avoid concrete segregation and bleeding caused by factors such as excessive water addition and changes in material moisture content; the retarder is sodium phosphate, and the retarder dosage can be adjusted to adapt to usage scenarios with different transportation distances and pouring times; the fiber component is polypropylene fiber, which connects the matrix through bridging and friction when microcracks appear in the concrete, thereby avoiding the development of cracks, effectively reducing harmful cracks in the concrete, and improving the durability of the concrete. The reaction conditions refer to the external conditions when preparing the concrete, including parameters such as temperature and time.

[0090] In one embodiment of the present invention, setting the initial mix ratio between the initial admixture and the concrete includes: respectively obtaining the water ratio, cement ratio, sand ratio and stone ratio of water, cement, sand and stone in the concrete; querying the minimum ratio among the water ratio, the cement ratio, the sand ratio and the stone ratio; setting the initial mix ratio of the initial admixture within the ratio range lower than the minimum ratio; and determining the initial mix ratio between the initial admixture and the concrete using the initial mix ratio, the water ratio, the cement ratio, the sand ratio and the stone ratio.

[0091] Among them, the water ratio, cement ratio, sand ratio and stone ratio refer to the parameters obtained under the premise of known water, cement, sand and stone ratios in concrete. For example, if the water, cement, sand and stone ratio is 1:2:3:4, then 1 is the water ratio, 2 is the cement ratio, and the initial mix ratio refers to the mix ratio including the water ratio, the cement ratio, the sand ratio, the stone ratio and the ratio of the initial admixture.

[0092] It should be noted that the process of setting the initial ratio of the initial admixture within the ratio interval lower than the minimum ratio refers to setting any numerical value lower than the minimum ratio as the initial ratio.

[0093] Furthermore, the embodiment of the present invention analyzes the compressive strength of the concrete under the initial mix ratio, so as to utilize the performance of the initial admixture in compressive strength to select a batch of samples that can be used for subsequent comprehensive quality analysis.

[0094] The compressive strength refers to the strength grade of the concrete entity.

[0095] In one embodiment of the present invention, the analyzing the compressive strength of the concrete under the initial mix ratio includes: obtaining the concrete weight of the initial admixture and the concrete; and calculating the admixture weight of the initial admixture according to the initial mix ratio and the concrete weight using the following formula:

[0096]

[0097]

[0098]

[0099] in, represents the admixture weight of the initial admixture of the ith category, represents the concrete weight of the substance contained in the jth category of concrete, Indicates the total weight between the initial admixture and the concrete, It indicates the ratio of initial admixture under the initial mix ratio. represents the mix ratio of concrete under the initial mix ratio, n represents the number of categories in the initial admixture, m represents the number of substances contained in the concrete, express Any value in express Any value in ;

[0100] According to the weight of the concrete and the weight of the admixture, the compressive strength of the concrete is calculated using the following formula:

[0101]

[0102] in, The compressive strength of concrete. represents the admixture weight of the initial admixture of the ith category, represents the weight of concrete containing substances of the jth category, n represents the number of categories in the initial admixture, m represents the number of substances contained in the concrete, represents a constant, Indicates the weight of cement contained in concrete.

[0103] The unit of concrete weight is kg / m 3 , and the weight of concrete refers to the weight of each component in the concrete. The substances contained in the concrete and each component in the concrete are substances selected for preparing the concrete when no admixture is added, including water, cement, sand and stone. The weight of the substances contained in the concrete, that is, the water weight, cement weight, sand weight and stone weight of water, cement, sand and stone, is the weight determined in the actual scenario according to the size of the storage space of the experimental environment.

[0104] S2. Determine the final admixture of the concrete from the initial admixture using the compressive strength and determine the final mix ratio of the concrete from the initial mix ratio, wherein the final admixture includes a cement dispersant, an active densifying expansive agent, a surfactant, a retarder and fiber.

[0105] In one embodiment of the present invention, the method of determining the final admixture of the concrete from the initial admixture using the compressive strength and determining the final mix ratio of the concrete from the initial mix ratio includes: judging whether the compressive strength meets a preset compressive strength threshold; when the compressive strength meets the preset compressive strength threshold, obtaining the initial admixture corresponding to the compressive strength to obtain the final admixture; obtaining the initial mix ratio corresponding to the compressive strength to obtain the final mix ratio.

[0106] Among them, the compressive strength threshold refers to the compressive strength threshold that meets the building standards selected according to the business scenario. The final mix ratio is not just one, but multiple. In the subsequent preparation, it is necessary to select a mix ratio from multiple different final mix ratios.

[0107] S3. Calculate the amount of concrete and the amount of admixture of the final admixture according to the final mix ratio and the final admixture, generate a reference concrete of the concrete, and generate a comparison concrete of the concrete according to the amount of concrete and the amount of admixture.

[0108] It should be noted that the principle of calculating the amount of concrete and the amount of admixture of the final admixture respectively according to the final mix ratio and the final admixture is similar to the principle of calculating the admixture weight of the initial admixture mentioned above, wherein the amount of concrete and the amount of admixture refer to the substance content when preparing concrete, and the unit is kg / m 3 .

[0109] Exemplarily, the process of respectively calculating the amount of concrete and the amount of admixture of the final admixture according to the final mix ratio and the final admixture is as follows: after obtaining the final admixture, if the final mix ratio is 19:33:80:107:0.2, it is also necessary to calculate the total amount between the final admixture and the concrete based on the known amount of substances contained in the concrete, and then determine the amount of admixture by the total amount. For example, in the experimental scenario, the researchers selected 190kg / m 3 Water, 330kg / m 3 Standard cement, 800kg / m 3 Sand, 1070kg / m 3 The stone is the amount of concrete, so we can determine the ten-fold relationship between the mix ratio 19:33:80:107 and the concrete amount 190:330:800:1070, and then we can determine the ten-fold relationship between 19+33+80+107+0.2=239.2 and the actual total amount 2392, and then we can determine the proportion of 0.2 in 19:33:80:107:0.2. The product of the actual total amount of 2392 is used to obtain the amount of admixture corresponding to the ratio of 0.2. It should be noted that the substances contained in concrete are the substances selected for preparing concrete when no admixture is added, including water, cement, sand and stone. The amount of substances contained in concrete, that is, the amount of water, cement, sand and stone, is determined in the actual scenario according to the size of the storage space of the experimental environment, and this amount needs to comply with the final mix ratio of 19:33:80:107. That is to say, the part of the concrete ratio other than the admixture in the initial mix ratio and the final mix ratio is always a known and unchanged value, and the amount of concrete is the amount of each component, that is, the amount of water, cement, sand and stone.

[0110] Furthermore, in the embodiments of the present invention, the reference concrete has a similar meaning to the concrete, and the comparison concrete refers to the preparation composition of concrete modified by the amount of admixture. Therefore, both the reference concrete and the comparison concrete include strategies for preparing concrete entities rather than prepared concrete entities.

[0111] See also Figure 2, which is a schematic diagram of a reference concrete and a comparative concrete for realizing a method for preparing a high-fluidity, anti-segregation, anti-cracking, anti-permeability and durable composite material provided by an embodiment of the present invention. Figure 2 In the table, each value represents the amount of a component in concrete, and the unit of each value is kg / m 3 .

[0112] S4. Setting the mixing and pouring time of the reference concrete and the comparison concrete, and performing mixing and pouring processing on the reference concrete and the comparison concrete respectively according to the mixing and pouring time to obtain a reference processing result and a comparison processing result.

[0113] Among them, the mixing and pouring time is any time selected within the mixing and pouring time range determined according to previous preparation experience, the benchmark treatment result refers to the concrete entity obtained after mixing and pouring water, benchmark cement, sand and stone, and the comparative treatment result refers to the concrete entity obtained after mixing and pouring water, benchmark cement, sand, stone and the final admixture.

[0114] S5. Comprehensively analyze the benchmark processing results and the comparative processing results respectively to obtain benchmark analysis results and comparative analysis results. Based on the benchmark analysis results and the comparative analysis results, select the preparation admixture, preparation mix ratio and preparation time of the concrete from the final admixture, the final mix ratio and the mixing and pouring time respectively.

[0115] The embodiment of the present invention performs a comprehensive analysis on the reference processing result and the comparative processing result respectively, so as to analyze whether the quality of concrete is improved after the admixture is added.

[0116] In one embodiment of the present invention, the benchmark treatment result and the comparative treatment result are respectively comprehensively analyzed to obtain the benchmark analysis result and the comparative analysis result, including: analyzing the cement agglomeration effect of the comparative treatment result; using a preset microscopic instrument to identify the particulate matter in the comparative treatment result; and calculating the density of the comparative treatment result according to the particulate matter using the following formula:

[0117]

[0118] in, Indicates density, Indicates the average particle size of the active compacting and expanding agent in the comparison treatment results, Indicates the average particle size of concrete in the comparison treatment results, Indicates the non-uniformity of particles corresponding to the standard density, Indicates the non-uniformity of the particulate matter in the comparison processing results;

[0119] The water seepage rate of the comparative treatment results was calculated using the following formula:

[0120]

[0121] in, represents the water seepage rate, represents the total amount of water absorbed by the comparison treatment results, W represents the amount of water used in the concrete in the comparison treatment results, represents the total mass of concrete in the comparison treatment results, represents the total mass of the cylinder and the sample, Indicates the barrel quality;

[0122] Measure the hydration and hardening time of the comparative treatment result; calculate the crack width and crack length of the comparative treatment result; based on the cement agglomeration effect, the density, the water seepage rate, the hydration and hardening time, the crack width and the crack length, conduct a comprehensive analysis on the comparative treatment result to obtain a comparative analysis result; conduct a comprehensive analysis on the benchmark treatment result to obtain a benchmark analysis result.

[0123] The non-uniformity refers to the ratio of the particle volume to the total volume.

[0124] Optionally, before calculating the water seepage rate of the comparative treatment result, it also includes: first wetting a volumetric covered container (inner diameter and height) with a wet cloth, loading the concrete mixture into it at one time, vibrating it on a vibration table for 20 seconds, and then gently smoothing it with a spatula, covering it to prevent moisture evaporation, the surface of the sample should be lower than the edge of the tube mouth, and the time is calculated from the start of smoothing. In the first 60 minutes, absorb the liquid and suck out the seepage water once every 10 minutes, and then absorb water every 20 minutes until there is no seepage for three consecutive times. 5 minutes before each water absorption, one side of the bottom of the tube should be raised by about to tilt the tube to facilitate water absorption. After water absorption, the tube should be gently laid flat and covered, and the water sucked out each time is injected into the measuring cylinder with a stopper, and finally the total water seepage is calculated.

[0125] In another embodiment of the present invention, the analyzing the cement agglomeration effect of the comparison treatment result includes: using a preset microscope to identify the agglomerated particles in the comparison treatment result; and calculating the uniformity of the agglomerated particles using the following formula:

[0126]

[0127] in, Indicates uniformity, represents the volume of the comparison processing result, represents the total volume of agglomerated particles;

[0128] The particle center of mass of the agglomerated particles is calculated; the particle diameter of the agglomerated particles is calculated using the particle center of mass; the particle number of the agglomerated particles is counted; and the cement agglomeration effect of the comparative treatment result is analyzed according to the uniformity, the particle diameter and the particle number.

[0129] Optionally, the process of calculating the particle center of mass of the agglomerated particles is a process of calculating the center of mass coordinate point in three-dimensional space using the center of mass formula, and the process of calculating the particle diameter of the agglomerated particles using the particle center of mass refers to taking the particle center of mass as the center of a sphere, calculating the distance between the center of the sphere and a point on the surface of the particle sphere, obtaining the radius, and determining the particle diameter by the particle radius.

[0130] In another embodiment of the present invention, the calculating the crack width and crack length of the comparison processing result includes: calculating the crack width of the comparison processing result using the following formula:

[0131]

[0132] in, represents the crack width, Represents the stress characteristic coefficient of the comparison treatment result, represents the longitudinal strain non-uniformity coefficient between cracks, represents the elastic modulus of the comparison treatment result, It represents the longitudinal tensile equivalent stress of the comparison treatment result, Indicates the distance between the outer edge of the longitudinal tension zone and the bottom edge of the tension zone. represents the longitudinal equivalent diameter of the tension zone, represents a constant with a value of 0.01;

[0133] The hardening image of the comparison processing result is collected; the hardening crack coordinates of the comparison processing result are searched in the hardening image; and the crack length of the comparison processing result is calculated according to the hardening crack coordinates.

[0134] See also Figure 3 FIG. 1 is a schematic diagram of some parameters of the reference concrete and the comparison concrete for realizing the method for preparing the high-fluidity anti-segregation, anti-cracking, anti-permeability and durable composite material provided by one embodiment of the present invention. Figure 3 In the embodiment of the present invention, slump, expansion, water sensitivity, penetration height, water seepage rate, and electric flux are experimental parameters of previous benchmark concrete and comparison concrete, and the embodiments of the present invention improve these previous experimental parameters by adding cement agglomeration effect, density, hydration and hardening time, crack width and crack length, etc.

[0135] The hardened image refers to an image collected from the surface of the contrast processing result after the contrast processing result is hardened.

[0136] Optionally, the process of comprehensively analyzing the comparative processing results based on the cement agglomeration effect, the density, the water seepage rate, the hydration and hardening time, the crack width and the crack length to obtain the comparative analysis results and the process of analyzing the cement agglomeration effect of the comparative processing results based on the uniformity, the particle diameter and the number of particles are both the process of weighted summing the obtained parameters to obtain a specific score. It should be noted that the principle of comprehensively analyzing the benchmark processing results to obtain the benchmark analysis results is similar to the principle of comprehensively analyzing the comparative processing results based on the cement agglomeration effect, the density, the water seepage rate, the hydration and hardening time, the crack width and the crack length to obtain the comparative analysis results, and no further elaboration is given here.

[0137] Optionally, the process of calculating the crack length of the comparison processing result according to the hardening crack coordinates refers to the process of calculating the distance between the hardening crack coordinates.

[0138] Furthermore, the embodiment of the present invention selects the preparation admixture, preparation mix ratio and preparation time of the concrete from the final admixture, the final mix ratio and the mixing and pouring time based on the benchmark analysis results and the comparative analysis results, so as to use the preparation materials, material amounts and time parameters corresponding to a set of comparative analysis results with the best quality performance as the standard for subsequent concrete quality improvement.

[0139] In one embodiment of the present invention, the preparation admixture, preparation mix ratio and preparation time of the concrete are selected from the final admixture, the final mix ratio and the mixing and pouring time based on the benchmark analysis result and the comparative analysis result, including: when the comparative analysis result is better than the benchmark analysis result, selecting the target analysis result from the comparative analysis result; selecting the preparation admixture, preparation mix ratio and preparation time corresponding to the target analysis result from the final admixture, the final mix ratio and the mixing and pouring time.

[0140] Optionally, the process of judging whether the comparative analysis result is better than the benchmark analysis result is determined based on a comparison between a numerical value of the comparative analysis result and a numerical value of the benchmark analysis result.

[0141] S6. Generate a composite material preparation scheme for the concrete using the prepared admixture, the prepared mix ratio and the prepared time, and prepare the anti-cracking, anti-seepage and durable composite material for the concrete using the composite material preparation scheme.

[0142] In the embodiment of the present invention, the composite material preparation scheme refers to a scheme for improving the quality of concrete determined by using determined parameters of preparation admixtures, preparation mix ratios, and preparation time, and the anti-cracking, anti-seepage, and durable composite material refers to concrete after adding the preparation admixtures.

[0143] Compared with the problems described in the background technology, the embodiment of the present invention analyzes the compressive strength of the concrete under the initial mix ratio, so as to select a batch of samples that can be used for subsequent comprehensive quality analysis by utilizing the performance of the initial admixture in compressive strength. The embodiment of the present invention performs a comprehensive analysis on the benchmark processing results and the comparative processing results respectively, so as to analyze whether the quality of the concrete is improved after the admixture is added. Furthermore, the embodiment of the present invention selects the preparation admixture, preparation mix ratio and preparation time of the concrete from the final admixture, the final mix ratio and the mixing and pouring time based on the benchmark analysis results and the comparative analysis results, so as to use the preparation materials, material dosage and time parameters corresponding to the set of comparative analysis results with the best quality performance as the standard for subsequent concrete quality improvement. Therefore, the preparation method of high-flow anti-analysis, anti-cracking, anti-permeability and durable composite materials proposed in the present invention can solve the quality control problem of concrete in the process of mix ratio design, mixing and pouring.

[0144] Embodiment 2:

[0145] like Figure 4 The figure shows a functional module diagram of a system for preparing a high-fluidity, anti-segregation, anti-cracking, anti-seepage and durable composite material according to the present invention.

[0146] The system 400 for preparing a high-fluidity, anti-segregation, anti-cracking, anti-permeability and durable composite material of the present invention can be installed in an electronic device. According to the functions to be implemented, the system for preparing a high-fluidity, anti-segregation, anti-cracking, anti-permeability and durable composite material may include a strength analysis module 401, a mix ratio determination module 402, a concrete generation module 403, a pouring processing module 404, a parameter selection module 405 and a concrete preparation module 406. The module of the present invention can also be referred to as a unit, which refers to a series of computer program segments that can be executed by an electronic device processor and can complete fixed functions, which are stored in the memory of the electronic device.

[0147] In the embodiment of the present invention, the functions of each module / unit are as follows:

[0148] The strength analysis module 401 is used to select an initial admixture for concrete, set an initial mix ratio between the initial admixture and the concrete, and analyze the compressive strength of the concrete under the initial mix ratio;

[0149] The mix ratio determination module 402 is used to determine the final admixture of the concrete from the initial admixture using the compressive strength and determine the final mix ratio of the concrete from the initial mix ratio, wherein the final admixture includes a cement dispersant, an active densifying expansive agent, a surfactant, a retarder and fiber;

[0150] The concrete generation module 403 is used to calculate the concrete amount of the concrete and the admixture amount of the final admixture according to the final mix ratio and the final admixture, generate a reference concrete of the concrete, and generate a comparative concrete of the concrete according to the concrete amount and the admixture amount;

[0151] The pouring processing module 404 is used to set the mixing and pouring time of the reference concrete and the comparison concrete, and perform mixing and pouring processing on the reference concrete and the comparison concrete respectively according to the mixing and pouring time to obtain a reference processing result and a comparison processing result;

[0152] The parameter selection module 405 is used to perform a comprehensive analysis on the benchmark processing result and the comparative processing result, respectively, to obtain a benchmark analysis result and a comparative analysis result, and to select the preparation admixture, preparation mix ratio and preparation time of the concrete from the final admixture, the final mix ratio and the mixing and pouring time based on the benchmark analysis result and the comparative analysis result;

[0153] The concrete preparation module 406 is used to generate a composite material preparation scheme for the concrete using the preparation admixture, the preparation mix ratio and the preparation time, and to prepare the crack-resistant, impermeable and durable composite material for the concrete through the composite material preparation scheme.

[0154] In detail, the modules in the system 200 for preparing high-fluidity anti-segregation, anti-crack, anti-permeability and durable composite materials in the embodiment of the present invention are used in the same manner as described above. Figure 1 The same technical means are used as the preparation method of the high-fluidity, anti-segregation, anti-cracking, anti-permeability and durable composite material described in, and can produce the same technical effects, so I will not go into details here.

[0155] It is obvious to those skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and that the present invention can be implemented in other specific forms without departing from the spirit or essential characteristics of the present invention.

[0156] Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the present invention rather than to limit it. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solution of the present invention can be modified or replaced by equivalents without departing from the spirit and scope of the technical solution of the present invention.

Claims

1. A method for preparing a high-fluidity, anti-segregation, anti-crack, anti-permeability and durable composite material, characterized in that: Prepared by the following method: Selecting an initial admixture of concrete, setting an initial mix ratio between the initial admixture and the concrete, and analyzing the compressive strength of the concrete under the initial mix ratio, wherein analyzing the compressive strength of the concrete under the initial mix ratio includes: obtaining the concrete weight of the initial admixture and the concrete; According to the initial mix ratio and the concrete weight, the admixture weight of the initial admixture is calculated using the following formula: ， ， ， in, represents the admixture weight of the initial admixture of the ith category, represents the concrete weight of the substance contained in the jth category of concrete, Indicates the total weight between the initial admixture and the concrete, It indicates the ratio of initial admixture under the initial mix ratio. represents the mix ratio of concrete under the initial mix ratio, n represents the number of categories in the initial admixture, m represents the number of substances contained in the concrete, express Any value in express Any value in ; According to the weight of the concrete and the weight of the admixture, the compressive strength of the concrete is calculated using the following formula: ， in, The compressive strength of concrete. represents the admixture weight of the initial admixture of the ith category, represents the weight of concrete containing substances of the jth category, n represents the number of categories in the initial admixture, m represents the number of substances contained in the concrete, represents a constant, Indicates the weight of cement contained in concrete; Determining the final admixture of the concrete from the initial admixture and the final mix ratio of the concrete from the initial mix ratio using the compressive strength, wherein the final admixture includes a cement dispersant, an active densifying and expanding agent, a surfactant, a retarder and fiber; According to the final mix ratio and the final admixture, respectively calculating the concrete amount of the concrete and the admixture amount of the final admixture to generate a reference concrete of the concrete, and generating a comparative concrete of the concrete by using the concrete amount and the admixture amount; Setting the mixing and pouring time of the reference concrete and the comparison concrete, and performing mixing and pouring processing on the reference concrete and the comparison concrete respectively according to the mixing and pouring time to obtain a reference processing result and a comparison processing result; The benchmark processing result and the comparative processing result are respectively comprehensively analyzed to obtain a benchmark analysis result and a comparative analysis result. Based on the benchmark analysis result and the comparative analysis result, the preparation admixture, preparation mix ratio and preparation time of the concrete are respectively selected from the final admixture, the final mix ratio and the mixing and pouring time. The benchmark processing result and the comparative processing result are respectively comprehensively analyzed to obtain a benchmark analysis result and a comparative analysis result, including: Analyzing the cement agglomeration effect of the comparative treatment results; Using a preset microscope to identify particulate matter in the comparison processing result; According to the particulate matter, the density of the comparison processing result is calculated using the following formula: ， in, Indicates density, Indicates the average particle size of the active compacting and expanding agent in the comparison treatment results, Indicates the average particle size of concrete in the comparison treatment results, Indicates the non-uniformity of particles corresponding to the standard density, Indicates the non-uniformity of the particulate matter in the comparison processing results; The water seepage rate of the comparative treatment results was calculated using the following formula: ， in, represents the water seepage rate, represents the total amount of water absorbed by the comparison treatment results, W represents the amount of water used in the concrete in the comparison treatment results, represents the total mass of concrete in the comparison treatment results, represents the total mass of the tube and the sample, Indicates the barrel quality; Measuring the hydration and hardening time of the comparative treatment results; Calculating the crack width and crack length of the comparison processing result; Based on the cement agglomeration effect, the density, the water bleeding rate, the hydration and hardening time, the crack width and the crack length, a comprehensive analysis is performed on the comparative treatment results to obtain comparative analysis results; Performing a comprehensive analysis on the benchmark processing results to obtain benchmark analysis results; The preparation admixture, the preparation mix ratio and the preparation time are used to generate a composite material preparation scheme for the concrete, and the crack-resistant, impermeability-resistant and durable composite material for the concrete is prepared through the composite material preparation scheme.

2. The method for preparing a high-fluidity, anti-segregation, anti-cracking, anti-permeability and durable composite material according to claim 1, characterized in that: The initial admixture of the concrete is selected, including: Obtaining a defect category of the concrete; Identify a defect resolution category corresponding to the defect category; Query defect resolution materials corresponding to the defect resolution category; determining whether the reaction conditions between the defect solving material and the concrete meet the reaction conditions of the defect solving material; When the reaction condition between the defect-solving material and the concrete meets the reaction condition of the defect-solving material, the defect-solving materials belonging to the same defect-solving category are aggregated into the same type of materials to obtain a set of the same type of materials; The initial admixture of the concrete is obtained by randomly combining the materials of the same type using the following set: ， in, represents the initial admixture, Indicates the first material in the same type set Defect solving materials, Indicates the second set of materials of the same type. Defect solving materials, Indicates The first in a collection of materials of the same type Defect solving materials, Indicates the number of defect resolution categories.

3. The method according to claim 2, characterized in that The step of setting the initial mix ratio between the initial admixture and the concrete comprises: Respectively obtain the water ratio, cement ratio, sand ratio and stone ratio of water, cement, sand and stone in the concrete; Query the minimum ratio among the water ratio, the cement ratio, the sand ratio and the stone ratio; Setting the initial proportion of the initial admixture within a proportion interval lower than the minimum proportion; The initial mix ratio between the initial admixture and the concrete is determined using the initial mix ratio, the water mix ratio, the cement mix ratio, the sand mix ratio and the stone mix ratio.

4. The method according to claim 2, characterized in that The method of determining the final admixture of the concrete from the initial admixture using the compressive strength and determining the final mix ratio of the concrete from the initial mix ratio comprises: Determining whether the compressive strength meets a preset compressive strength threshold; When the compressive strength meets a preset compressive strength threshold, obtaining an initial admixture corresponding to the compressive strength to obtain a final admixture; The initial mix ratio corresponding to the compressive strength is obtained to obtain the final mix ratio.

5. The method according to claim 1, characterized in that The analyzing the cement agglomeration effect of the comparison treatment results includes: Using a preset microscopic instrument to identify the agglomerated particles in the comparison processing result; The uniformity of the agglomerated particles was calculated using the following formula: ， in, Indicates uniformity, represents the volume of the comparison processing result, represents the total volume of agglomerated particles; Calculating the particle center of mass of the agglomerated particles; Calculating the particle diameter of the agglomerated particles using the particle centroid; Counting the number of the agglomerated particles; The cement agglomeration effect of the comparative treatment results is analyzed according to the uniformity, the particle diameter and the particle number.

6. The method according to claim 1, characterized in that The calculating the crack width and crack length of the comparison processing result includes: The crack width of the comparison treatment result is calculated using the following formula: ， in, represents the crack width, Represents the stress characteristic coefficient of the comparison treatment result, represents the longitudinal strain non-uniformity coefficient between cracks, represents the elastic modulus of the comparison treatment result, It represents the longitudinal tensile equivalent stress of the comparison treatment result, It represents the distance between the outer edge of the longitudinal tension zone and the bottom edge of the tension zone. represents the longitudinal equivalent diameter of the tension zone, represents a constant with a value of 0.01; collecting a hardened image of the comparison processing result; querying the hardening crack coordinates of the comparison processing result in the hardening image; The crack length of the comparison processing result is calculated according to the hardening crack coordinates.

7. The method according to claim 2, characterized in that The method of selecting the preparation admixture, preparation mix ratio and preparation time of the concrete from the final admixture, the final mix ratio and the mixing and pouring time based on the benchmark analysis result and the comparative analysis result respectively includes: When the comparative analysis result is better than the benchmark analysis result, selecting a target analysis result from the comparative analysis result; The prepared admixture, the prepared mix ratio and the prepared time corresponding to the target analysis result are selected from the final admixture, the final mix ratio and the mixing and pouring time respectively.

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