A construction waste recycling method, system and electronic equipment

Abstract

The present application relates to the technical field of construction waste treatment, and in particular to a construction waste recycling method, system and electronic equipment, which includes obtaining a preset standard threshold value, which is the maximum pollutant content value contained in the construction waste per unit weight without causing soil pollution; obtaining a comprehensive detection value of the construction waste, which is the actual detected pollutant content value contained in the construction waste per unit weight; comparing the comprehensive detection value with the preset standard threshold value, if the comprehensive detection value is less than or equal to the preset standard threshold value, a garbage transportation signal is issued; if the comprehensive detection value is greater than the preset standard threshold value, a garbage disposal signal is issued. The present application can avoid the possibility of pollution in construction waste and reduce the pollution to the soil.

Description

Technical Field

[0001] The present application relates to the technical field of construction waste treatment, and in particular to a construction waste recycling method, system and electronic equipment. Background Art

[0002] In the context of rapid urbanization in my country, how to deal with the construction waste has become a major problem for the safe operation and sustainable development of cities. Construction waste includes engineering slag and engineering mud. Engineering slag refers to the abandoned soil generated during the excavation of foundations of various buildings, structures, pipelines, etc.; engineering mud refers to the mud generated by bored pile foundation construction, underground continuous wall construction, slurry shield construction, horizontal directional drilling and slurry jacking construction. Due to the large output and low added value of engineering slag and engineering mud, they have become the main difficulty in the disposal of construction waste.

[0003] The main disposal methods for construction waste are earthwork balance or transportation to receiving sites for landfill. The main disposal method for construction mud is transportation to abandoned mines for landfill.

[0004] However, in the above-mentioned related technologies, construction waste will have certain pollution. Once the pollution index exceeds the standard, it will cause pollution to the soil in the subsequent landfill. Summary of the invention

[0005] In order to facilitate personnel to promptly discover whether the pollution index in construction waste exceeds the standard, the present application provides a construction waste recycling method, system and electronic equipment.

[0006] In a first aspect, a method for recycling construction waste is provided, comprising:

[0007] Obtaining a preset standard threshold value, where the preset standard threshold value is a maximum pollutant content value contained in the construction waste per unit weight without causing soil pollution;

[0008] Obtaining a comprehensive detection value of the construction waste, wherein the comprehensive detection value is a value of the pollutant content actually detected in the construction waste per unit weight;

[0009] Comparing the comprehensive detection value with the preset standard threshold, if the comprehensive detection value is less than or equal to the preset standard threshold, issuing a garbage transportation signal;

[0010] If the comprehensive detection value is greater than the preset standard threshold, a garbage disposal signal is issued.

[0011] By adopting the above technical solution and formulating a preset standard threshold, the comprehensive detection value of the real-time detected construction waste is compared with the preset standard threshold to determine whether the pollutant content in the construction waste has reached the level that affects the soil; when the comprehensive detection value is less than or equal to the preset standard threshold, it is verified that the pollutant content in the construction waste detected this time will not cause soil pollution, so subsequent transportation and landfill are carried out; when the comprehensive detection value is greater than the preset standard threshold, the staff is prompted to process the construction waste detected this time to eliminate the pollutants contained therein to avoid soil pollution in subsequent landfill work.

[0012] In a possible implementation, obtaining a comprehensive detection value of construction waste includes:

[0013] Obtaining initial inspection data and deep inspection data of construction waste, wherein the initial inspection data is the data value of the initial inspection, and the deep inspection data is the data value of the subsequent deep calculation after the initial inspection;

[0014] The initial inspection data and the in-depth inspection data are weighted and calculated to obtain a comprehensive inspection value of the construction waste.

[0015] By adopting the above technical solution, by obtaining initial inspection data and in-depth inspection data, the data of comprehensive inspection values ​​can be further accurately obtained to reduce data deviation.

[0016] In another possible implementation, the construction waste includes engineering mud, and the engineering mud includes mud water and mud cake, and further includes:

[0017] Obtain mud water detection data and mud cake detection data;

[0018] The mud water detection data and the mud cake detection data are combined and calculated to obtain engineering mud detection data.

[0019] By adopting the above technical solution, the detection data of mud water and mud cake are obtained. First, the liquid and solid are separated as media to improve the accuracy of data detection and facilitate the detection of the medium without having to detect the solid-liquid mixture at the same time, thereby reducing the error in the detection of the solid-liquid mixture. This process is the dehydration and drying process. Since the engineering mud cannot be drained and consolidated under the action of its own weight, the engineering mud is dehydrated and dried to reduce the amount of engineering mud and reduce the processing pressure of subsequent landfill.

[0020] In another possible implementation, the construction waste includes engineering slag and further includes:

[0021] Obtain the content of construction waste soil components and the actual weight of construction waste soil, and calculate the weight of construction waste soil components;

[0022] Obtain the content of engineering mud components and the actual weight of engineering mud, and obtain the weight of engineering mud components through calculation;

[0023] Obtaining standard composition ratio data of the foundation, wherein the standard composition ratio data is the ratio of the standard weight value of the engineering slag component to the standard weight value of the engineering mud component;

[0024] According to the standard composition ratio data and the weight of the engineering slag component, the actual demand for the engineering mud component is calculated;

[0025] comparing the actual demand of the engineering mud component with the weight of the engineering mud component, and outputting an engineering mud component satisfaction signal if the actual demand of the engineering mud component is less than or equal to the weight of the engineering mud component;

[0026] If the actual demand for the engineering mud component is greater than the weight of the engineering mud component, an engineering mud component unsatisfied signal is output.

[0027] By adopting the above technical solution, the weight of the components of engineering mud and engineering slag is calculated, so that the foundation subsequently formed by the combination of engineering mud and engineering slag reaches the level of standard component ratio, increasing the way of recycling and reusing construction waste, and filling the construction waste to form a standard foundation for reuse.

[0028] In another possible implementation, if the actual demand for the engineering mud component is greater than the weight of the engineering mud component, after outputting a signal indicating that the engineering mud component is not satisfied, the method further includes:

[0029] The actual demand for engineering slag components is calculated based on the standard component ratio data and the weight of the engineering mud components.

[0030] By adopting the above technical solution, when the actual demand for engineering mud components is greater than the weight of the engineering mud components, the actual demand for engineering slag components is calculated based on the weight of the engineering mud components, thereby improving practicality in actual use.

[0031] In another possible implementation, after obtaining the mud cake detection data, the method further includes:

[0032] Obtain the proportion data of recycled unfired bricks;

[0033] The mud cake detection data is used as a numerator and the recycled unburned brick ratio data is used as a denominator to perform a ratio calculation to obtain the overlap data;

[0034] Obtaining a preset overlap threshold, and comparing the preset overlap threshold with the overlap data;

[0035] If the overlap data is greater than or equal to the preset overlap threshold, a mud cake recovery signal is issued;

[0036] If the overlap data is less than the preset overlap threshold, a mud cake processing signal is issued.

[0037] By adopting the above technical solution, the mud cake detection data can be deeply analyzed and utilized. When it is found that the mud cake composition meets the requirements of the ratio of recycled unfired bricks, the mud cake can be recycled.

[0038] In another possible implementation, after obtaining the comprehensive detection value of the construction waste, the following is further included:

[0039] Calculating a detection difference value based on the comprehensive detection value and a preset standard threshold value;

[0040] Obtaining a number of the detection differences and calculating an average value of the differences;

[0041] Acquire regional location data, and combine the regional location data with the difference average value to generate marking data;

[0042] Based on the marked data, marks are made on the map to generate a marked map.

[0043] By adopting the above technical solution, the marked map is used for staff to quickly understand the impact of regional factors on the test results, which is convenient for personnel to quickly understand the test differences caused by regional differences.

[0044] In a second aspect, the present application provides a construction waste recycling system, comprising:

[0045] A preset standard module is used to obtain a preset standard threshold value, wherein the preset standard threshold value is a maximum pollutant content value contained in the construction waste per unit weight without causing soil pollution;

[0046] A comprehensive detection module is used to obtain a comprehensive detection value of the construction waste, wherein the comprehensive detection value is a value of the pollutant content contained in the construction waste per unit weight actually detected;

[0047] The signal output module sends a garbage transportation signal if the comprehensive detection value is less than or equal to the preset standard threshold; and sends a garbage disposal signal if the comprehensive detection value is greater than the preset standard threshold.

[0048] By adopting the above technical solution, the comprehensive detection value of the real-time detected construction waste is compared with the preset standard threshold value to determine whether the pollutant content in the construction waste has reached the level that affects the soil; when the comprehensive detection value is less than or equal to the preset standard threshold value, it is verified that the pollutant content in the construction waste detected this time will not cause pollution to the soil, so subsequent transportation and landfill are carried out; when the comprehensive detection value is greater than the preset standard threshold value, the staff is prompted to process the construction waste detected this time to eliminate the pollutants contained therein to avoid soil pollution in subsequent landfill work.

[0049] In a third aspect, an electronic device is provided, the electronic device comprising:

[0050] one or more processors;

[0051] Memory;

[0052] One or more applications, wherein one or more applications are stored in a memory and configured to be executed by one or more processors, and the one or more programs are configured to: perform operations corresponding to the construction waste recycling method shown in any possible implementation method of the first aspect.

[0053] By adopting the above technical solution and formulating a preset standard threshold, the comprehensive detection value of the real-time detected construction waste is compared with the preset standard threshold to determine whether the pollutant content in the construction waste has reached the level that affects the soil; when the comprehensive detection value is less than or equal to the preset standard threshold, it is verified that the pollutant content in the construction waste detected this time will not cause soil pollution, so subsequent transportation and landfill are carried out; when the comprehensive detection value is greater than the preset standard threshold, the staff is prompted to process the construction waste detected this time to eliminate the pollutants contained therein to avoid soil pollution in subsequent landfill work.

[0054] In a fourth aspect, a computer-readable storage medium is provided, wherein the storage medium stores at least one instruction, at least one program, a code set or an instruction set, and the at least one instruction, at least one program, a code set or an instruction set is loaded and executed by a processor to implement a method for recycling construction waste as shown in any possible implementation method of the first aspect.

[0055] By adopting the above technical solution and formulating a preset standard threshold, the comprehensive detection value of the real-time detected construction waste is compared with the preset standard threshold to determine whether the pollutant content in the construction waste has reached the level that affects the soil; when the comprehensive detection value is less than or equal to the preset standard threshold, it is verified that the pollutant content in the construction waste detected this time will not cause soil pollution, so subsequent transportation and landfill are carried out; when the comprehensive detection value is greater than the preset standard threshold, the staff is prompted to process the construction waste detected this time to eliminate the pollutants contained therein to avoid soil pollution in subsequent landfill work.

[0056] In summary, the beneficial technical effects of this application are:

[0057] 1. Establish a preset standard threshold value, compare the comprehensive detection value of the real-time construction waste with the preset standard threshold value, and judge whether the pollutant content in the construction waste reaches the level that affects the soil;

[0058] 2. By setting the difference database and feedback neural network, the neural network is trained to continuously adjust the difference output value, thereby adjusting the preset standard threshold to adapt to the geological characteristics of different regions;

[0059] 3. By obtaining the composition of engineering slag and engineering mud, the components are complemented to quickly meet the composition ratio of the foundation, and the slag and dewatered cement cake are alternately filled to achieve the reconstruction of the foundation;

[0060] 4. Since the engineering mud cannot be drained and consolidated under its own weight, the engineering mud is dehydrated and dried to reduce the amount of engineering mud and reduce the processing pressure of subsequent landfill. BRIEF DESCRIPTION OF THE DRAWINGS

[0061] Figure 1 It is a flow chart of a construction waste recycling method according to an embodiment of the present application;

[0062] Figure 2 This is a schematic diagram of the system structure of a construction waste recycling method according to an embodiment of the present application;

[0063] Figure 3 It is a schematic diagram of the structure of an electronic device according to an embodiment of the present application. DETAILED DESCRIPTION

[0064] This specific embodiment is merely an explanation of the present application and is not a limitation of the present application. After reading this specification, those skilled in the art may make modifications to the present embodiment without any creative contribution as needed, but such modifications are protected by the patent law as long as they are within the scope of the claims of the present application.

[0065] In order to make the purpose, technical solution and advantages of the embodiments of the present application clearer, the technical solution in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Obviously, the described embodiments are part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0066] In addition, the term "and / or" in this article is only a description of the association relationship of associated objects, indicating that there can be three relationships. For example, A and / or B can represent: A exists alone, A and B exist at the same time, and B exists alone. In addition, the character " / " in this article, unless otherwise specified, generally means that the associated objects before and after are in an "or" relationship.

[0067] The embodiments of the present application are further described in detail below in conjunction with the drawings in the specification.

[0068] The embodiment of the present application discloses a construction waste recycling method, which is applied to a server, a terminal and a detection device, and the server, the terminal and the detection device are connected through a network. The terminal sets a preset standard threshold and sends it to the server. The preset standard threshold is the maximum pollutant content value contained in the construction waste per unit weight without causing soil pollution; the detection device obtains the comprehensive detection value of the construction waste and sends it to the server. The comprehensive detection value is the pollutant content value actually detected in the construction waste per unit weight; the server compares and judges based on the comprehensive detection value and the preset standard threshold. If the comprehensive detection value is less than or equal to the preset standard threshold, the server sends a garbage transportation signal to the terminal; if the comprehensive detection value is greater than the preset standard threshold, the server sends a garbage disposal signal to the terminal. The server can be implemented as an independent server or a server cluster composed of multiple servers. The terminal can be a desktop terminal or a mobile terminal, and the mobile terminal can specifically be at least one of a mobile phone, a tablet computer, a laptop computer, etc. The testing equipment includes TDR tester, CR1000X data collector, handheld conductivity tester, SDMX50 expansion board, penetration TDR probe, gas mass flow controller, moisture sensor, moisture sensor analyzer, micro pore water pressure sensor, laser displacement meter, water vapor separation tank, pumping flow meter, etc.

[0069] like Figure 1 As shown, in one embodiment, a method for recycling construction waste is provided, and the method specifically comprises the following steps:

[0070] Step S101, obtaining a preset standard threshold value, where the preset standard threshold value is the maximum pollutant content value contained in the construction waste per unit weight without causing soil pollution.

[0071] The preset standard threshold refers to a preset reference value, which is the maximum pollutant content value contained in the construction waste per unit weight without causing soil pollution. For example, for some heavy metal elements, if the weight content of heavy metals exceeds 3% in a ton of construction waste, it is considered to exceed the maximum pollutant content value, and 3% is the preset reference value. Therefore, using this reference value as a comparison, it is determined in turn whether the pollutants in the construction waste will affect the subsequent landfill soil.

[0072] Step S102, obtaining a comprehensive detection value of the construction waste, where the comprehensive detection value is the actual detected pollutant content contained in the construction waste per unit weight.

[0073] The comprehensive detection value refers to the actual detected pollutant content of the construction waste per unit weight. Specifically, the pollutants include heavy metals, such as lead, and the actual content of lead in one ton of construction waste.

[0074] In one embodiment, obtaining the comprehensive detection value of construction waste includes:

[0075] Obtaining the initial inspection data and deep inspection data of the construction waste, the initial inspection data is the data value of the initial inspection, and the deep inspection data is the data value of the subsequent deep calculation after the initial inspection;

[0076] The weight ratio of the initial inspection data and the in-depth inspection data is calculated to obtain the comprehensive inspection value of the construction waste.

[0077] Among them, the initial inspection data refers to the initial inspection data of construction waste, that is, the inspection data obtained by the initial inspection of construction waste. Specifically, construction waste includes engineering slag and engineering mud. Usually, a waiting time is set in the weighing link when the engineering slag enters the site, and the engineering slag is detected online during this time period. The detection method is to use time domain reflectometry (TDR). When pollutants invade the soil pore water, it will cause a significant increase in the conductivity of the soil. Therefore, the soil conductivity measured by TDR can be used to detect whether there are pollutants in the construction waste.

[0078] Deep inspection data refers to multiple sampling tests of construction waste in the subsequent processing after the initial inspection. Deep calculation refers to calculating the average value of the test after multiple sampling tests, and using the average value as the deep inspection data to avoid errors in the initial inspection. The comprehensive test value refers to the value obtained by weighted calculation of the initial inspection data and the deep inspection data. For example, if the impact of the initial inspection data accounts for 40% and the impact of the deep inspection data accounts for 60%, a weighted calculation is performed on this basis to obtain the final comprehensive test value to obtain the true pollution content of the construction waste and reduce the occurrence of errors.

[0079] In one embodiment, the construction waste includes engineering mud, the engineering mud includes mud water and mud cake, and further includes:

[0080] Obtain mud water detection data and mud cake detection data;

[0081] The mud water detection data and mud cake detection data are combined and calculated to obtain the engineering mud detection data.

[0082] Among them, the engineering mud is dehydrated to form mud water in the form of a liquid medium and a mud cake in the form of a solid medium. Mud water detection data refers to the composition data information of mud water, and mud cake detection data refers to the composition data information of mud cake. Mud water detection data and mud cake detection data are combined to form engineering mud detection data. Mud water detection data refers to the content values ​​of all components contained in mud water, and mud cake detection data refers to the content values ​​of all components contained in mud cake. Engineering mud detection data refers to the comprehensive data of the components obtained by adding mud water detection data and mud cake detection data. For example, the content of lead element in mud water is 1% under the same weight, and the content in mud cake is 2% under the same weight, then the engineering mud detection data is 3%. By separately detecting the components in mud water and mud cake, firstly, the detection accuracy is improved, thereby reducing the detection loss of elements; secondly, the detection method is simplified. Mud water is detected in liquid form, and mud cake is detected in solid form, which is convenient for personnel to conduct corresponding detection.

[0083] In one embodiment, after obtaining the mud cake detection data, the method further includes:

[0084] Obtain the proportion data of recycled unfired bricks;

[0085] The mud cake test data is used as the numerator and the recycled unburned brick ratio data is used as the denominator to calculate the ratio and obtain the coincidence data;

[0086] Obtaining a preset overlap threshold, and comparing the preset overlap threshold with the overlap data;

[0087] If the overlap data is greater than or equal to the preset overlap threshold, a mud cake recovery signal is issued;

[0088] If the overlap data is less than the preset overlap threshold, a mud cake processing signal is issued.

[0089] Among them, the recycled unburned brick ratio data refers to the standard content of the consolidating agent and composite admixture components suitable for making unburned clay bricks. For example, at the same weight, the content of the consolidating agent is 1%, and the content of the composite admixture is 2%. In the mud cake test data, at the same weight, the content of the consolidating agent is 2%, and the content of the composite admixture is 4%.

[0090] The coincidence data refers to the value obtained by calculating the ratio of the mud cake test data to the single element content in the recycled unburned brick ratio data. For example, at the same weight, the content of the consolidating agent is 1%, and the content of the composite admixture is 2%. In the mud cake test data, at the same weight, the content of the consolidating agent is 2%, and the content of the composite admixture is 4%. Then the coincidence data of the consolidating agent is 50%, and the coincidence data of the composite admixture is also 50%.

[0091] The preset coincidence threshold refers to a preset standard coincidence threshold, for example, the preset coincidence threshold is set to 60%. By comparing the coincidence data with the preset coincidence threshold, it is determined whether the mud cake can be recycled. When the coincidence data is greater than or equal to the preset coincidence threshold, a mud cake recycling signal is issued; for example, if the coincidence data of the consolidating agent is 70% greater than 60% of the preset coincidence threshold, and the coincidence data of the composite admixture is 60% equal to 60% of the preset coincidence threshold, a mud cake recycling signal is issued. Similarly, when the coincidence data is less than the preset coincidence threshold, a mud cake processing signal is issued to prompt personnel that it cannot be recycled and needs to be processed later.

[0092] The consolidating agent includes cement, lime, etc. The waste from building structures is used as an admixture to increase the coarse particle content of the unburned bricks.

[0093] In one embodiment, the construction waste includes construction waste and further includes:

[0094] Obtain the content of construction waste soil components and the actual weight of construction waste soil, and calculate the weight of construction waste soil components;

[0095] Obtain the content of engineering mud components and the actual weight of engineering mud, and obtain the weight of engineering mud components through calculation;

[0096] Obtaining standard composition ratio data of the foundation, the standard composition ratio data being the ratio of the standard weight value of the engineering slag component to the standard weight value of the engineering mud component;

[0097] According to the standard composition ratio data and the weight of the engineering slag components, the actual demand for engineering mud components is calculated;

[0098] Compare the actual demand of engineering mud components with the weight of engineering mud components, and if the actual demand of engineering mud components is less than or equal to the weight of engineering mud components, output an engineering mud component satisfaction signal;

[0099] If the actual demand for the engineering mud component is greater than the weight of the engineering mud component, an engineering mud component unsatisfied signal is output.

[0100] Among them, the weight of the engineering slag component refers to the actual weight of the engineering slag and the content of the engineering slag component, and the weight of the engineering slag component is calculated; similarly, the weight of the engineering mud component refers to the content of the engineering mud component and the actual weight of the engineering mud, and the weight of the engineering mud component is calculated. The standard component ratio data refers to the ratio of the standard value of the engineering slag component weight to the standard value of the engineering mud component weight, that is, the standard value that meets the foundation ratio requirements. According to the standard component ratio data and the weight of the engineering slag component, the actual demand for the engineering mud component is calculated, for example, the standard component ratio data is the standard value of the engineering slag component weight and the standard value of the engineering mud component weight, that is, 1 / 5, and the weight of the engineering slag component is 1 ton, so the actual demand for the engineering mud component required is 5 tons. When the actual demand for the engineering mud component is less than or equal to the weight of the engineering mud component, that is, the existing actual demand for the engineering mud component (5 tons) is less than or equal to the current weight of the engineering mud component, so the engineering mud component satisfaction signal is issued. When the actual demand for the engineering mud component is greater than the weight of the engineering mud component, that is, the existing weight of the engineering mud component cannot meet the actual demand, an engineering mud component unsatisfied signal is issued.

[0101] In one embodiment, if the actual demand for the engineering mud component is greater than the weight of the engineering mud component, after outputting a signal that the engineering mud component is not satisfied, the method further includes:

[0102] The actual demand for engineering slag components is calculated based on the standard component ratio data and the weight of the engineering mud components.

[0103] Among them, when the actual demand for engineering mud components is greater than the weight of engineering mud components, the existing weight of engineering mud components cannot meet the actual demand. For example, the actual demand for engineering mud components is 5 tons, while the weight of engineering mud components is only 3 tons, and the standard component ratio data is the standard value of the weight of engineering slag components and the standard value of the weight of engineering mud components, that is, 1 / 5. Then, through the ratio calculation, it is known that the actual demand for engineering slag components is 3*(1 / 5)=3 / 5 tons, so 0.6 tons of engineering slag components are needed. The actual demand for 0.6 tons of engineering slag components is less than 1 ton of engineering slag components, thus meeting the actual situation.

[0104] Step S103, comparing the comprehensive detection value with a preset standard threshold, if the comprehensive detection value is less than or equal to the preset standard threshold, a garbage transportation signal is issued.

[0105] Among them, the garbage transportation signal refers to a prompt information, which can be an information reminder sent to the terminal, or a physical sound and light alarm, etc. Through the above prompt form, personnel are notified to transport and fill the subsequent construction waste when the pollutant content is low and does not affect the soil.

[0106] Step S104: If the comprehensive detection value is greater than a preset standard threshold, a garbage processing signal is issued.

[0107] Among them, the garbage disposal signal refers to a prompt information, which can be an information reminder sent to the terminal, or a physical sound and light alarm, etc. Through the above prompt form, personnel are notified to carry out subsequent construction waste disposal to reduce the impact of garbage containing pollutants flowing into the soil.

[0108] In one embodiment, after obtaining the comprehensive detection value of the construction waste, the method further includes:

[0109] The detection difference is calculated based on the comprehensive detection value and the preset standard threshold;

[0110] Obtain a number of detection differences and calculate the average value of the differences;

[0111] Obtaining regional location data, and combining the regional location data with the difference average to generate marked data;

[0112] Based on the marked data, marks are made on the map to generate a marked map.

[0113] Among them, the detection difference refers to the absolute value of the difference between the comprehensive detection value and the preset standard threshold. The difference average value refers to the average value obtained by dividing the sum of several detection differences by the total number. Regional location data refers to longitude and latitude data, for example, the longitude and latitude of Beijing are 115.7°-117.4° east longitude and 39.4°-41.6° north latitude. Marking data refers to combining regional location data with the difference average value, for example, Beijing (20), Beijing represents the name of the region, and 20 represents the difference average value. Marking a map refers to marking all regions on the map to form a complete marked map. This notifies personnel to quickly recognize the geological characteristics of different regions, so as to more accurately judge the degree of pollution of construction waste.

[0114] The present application provides a system for recycling construction waste, such as Figure 2 As shown, including:

[0115] The preset standard module 201 is used to obtain a preset standard threshold value, which is a standard value of pollutant content in construction waste;

[0116] Comprehensive detection module 202, used to obtain comprehensive detection values ​​of construction waste, the comprehensive detection values ​​are used to characterize the content of pollutants in the construction waste;

[0117] The signal output module 203 sends a garbage transport signal if the comprehensive detection value is less than or equal to the preset standard threshold; and sends a garbage disposal signal if the comprehensive detection value is greater than the preset standard threshold;

[0118] The present application provides a system for recycling construction waste. In an embodiment of the present application, a preset standard threshold is formulated, and the comprehensive detection value of the construction waste detected in real time is compared with the preset standard threshold to determine whether the pollutant content in the construction waste has reached the level that affects the soil; by setting a difference database and a feedback neural network, the neural network is trained to continuously adjust the difference output value, thereby adjusting the preset standard threshold to adapt to the geological characteristics of different regions; by obtaining the composition of the construction slag and the construction mud, the components are complemented to quickly meet the composition ratio of the foundation, and the slag and dehydrated water cake are alternately filled to achieve the reconstruction of the foundation; because the construction mud cannot achieve drainage and consolidation under the action of its own weight, the construction mud is dehydrated and dried to achieve the reduction of the construction mud and reduce the processing pressure of the subsequent landfill.

[0119] An electronic device is provided in an embodiment of the present application, such as Figure 3 As shown, the electronic device 300 includes: a processor 301 and a memory 303. The processor 301 and the memory 303 are connected, such as through a bus 302. Optionally, the electronic device 300 may also include a transceiver 304. It should be noted that in actual applications, the transceiver 304 is not limited to one, and the structure of the electronic device 300 does not constitute a limitation on the embodiments of the present application.

[0120] Processor 301 may be a CPU (Central Processing Unit), a general-purpose processor, a DSP (Digital Signal Processor), an ASIC (Application Specific Integrated Circuit), an FPGA (Field Programmable Gate Array), or other programmable logic devices, transistor logic devices, hardware components, or any combination thereof. It may implement or execute various exemplary logic blocks, modules, and circuits described in conjunction with the disclosure of this application. Processor 301 may also be a combination that implements computing functions, such as a combination of one or more microprocessors, a combination of a DSP and a microprocessor, and the like.

[0121] The bus 302 may include a path to transmit information between the above components. The bus 302 may be a PCI (Peripheral Component Interconnect) bus or an EISA (Extended Industry Standard Architecture) bus. The bus 302 may be divided into an address bus, a data bus, a control bus, etc. For ease of representation, Figure 3 Only one thick line is used in the diagram, but this does not mean that there is only one bus or only one type of bus.

[0122] The memory 303 may be a ROM (Read Only Memory) or other types of static storage devices that can store static information and instructions, a RAM (Random Access Memory) or other types of dynamic storage devices that can store information and instructions, or an EEPROM (Electrically Erasable Programmable Read Only Memory), a CD-ROM (Compact Disc Read Only Memory) or other optical disk storage, optical disk storage (including compressed optical disk, laser disk, optical disk, digital versatile disk, Blu-ray disk, etc.), a magnetic disk storage medium or other magnetic storage device, or any other medium that can be used to carry or store the desired program code in the form of instructions or data structures and can be accessed by a computer, but is not limited thereto.

[0123] The memory 303 is used to store the application code for executing the solution of the present application, and the execution is controlled by the processor 301. The processor 301 is used to execute the application code stored in the memory 303 to implement the contents shown in the above method embodiment.

[0124] The electronic devices include but are not limited to: mobile phones, laptop computers, digital broadcast receivers, PDAs (personal digital assistants), PADs (tablet computers), PMPs (portable multimedia players), vehicle-mounted terminals (such as vehicle-mounted navigation terminals), etc., and fixed terminals such as digital TVs, desktop computers, etc., and can also be servers, etc. Figure 3 The electronic device shown is only an example and should not bring any limitation to the functions and scope of use of the embodiments of the present disclosure.

[0125] The embodiment of the present application provides a computer-readable storage medium, which stores a computer program. When the computer-readable storage medium is run on a computer, the computer can execute the corresponding content in the aforementioned method embodiment. Compared with the related art, in the embodiment of the present application, a preset standard threshold is formulated, and the comprehensive detection value of the construction waste detected in real time is compared with the preset standard threshold to determine whether the pollutant content in the construction waste has reached the level that affects the soil; by setting a difference database and a feedback neural network, the neural network is trained to continuously adjust the difference output value, so as to adjust the preset standard threshold to adapt to the geological characteristics of different regions; by obtaining the composition of the engineering slag and the engineering mud, the components are complemented, so as to quickly meet the composition ratio of the foundation, and the slag and the dewatered water cake are alternately filled to achieve the reconstruction of the foundation; because the engineering mud cannot achieve drainage and consolidation under the action of its own weight, the engineering mud is dehydrated and dried to achieve the reduction of the engineering mud and reduce the subsequent landfill processing pressure.

[0126] It should be understood that, although the steps in the flowchart of the accompanying drawings are displayed in sequence as indicated by the arrows, these steps are not necessarily executed in sequence in the order indicated by the arrows. Unless otherwise specified herein, there is no strict order restriction on the execution of these steps, and they can be executed in other orders. Moreover, at least a part of the steps in the flowchart of the accompanying drawings may include multiple sub-steps or multiple stages, and these sub-steps or stages are not necessarily executed at the same time, but can be executed at different times, and their execution order is not necessarily sequential, but can be executed in turn or alternately with other steps or at least a part of the sub-steps or stages of other steps.

[0127] The above description is only a partial implementation method of the present application. It should be pointed out that for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the principles of the present application. These improvements and modifications should also be regarded as the scope of protection of the present application.

Claims

1. A method for recycling construction waste, characterized in that: include: Obtaining a preset standard threshold value, where the preset standard threshold value is a maximum pollutant content value contained in the construction waste per unit weight without causing soil pollution; Obtaining a comprehensive detection value of the construction waste, wherein the comprehensive detection value is a value of the pollutant content actually detected in the construction waste per unit weight; Comparing the comprehensive detection value with the preset standard threshold, if the comprehensive detection value is less than or equal to the preset standard threshold, issuing a garbage transportation signal; If the comprehensive detection value is greater than the preset standard threshold, a garbage disposal signal is issued. Obtain comprehensive test values ​​of construction waste, including: Obtaining initial inspection data and deep inspection data of construction waste, wherein the initial inspection data is the data value of the initial inspection, and the deep inspection data is the data value of the subsequent deep calculation after the initial inspection; The weight ratio of the initial inspection data and the deep inspection data is calculated to obtain the comprehensive inspection value of the construction waste. The construction waste includes engineering mud, which includes mud water and mud cake, and also includes: Obtain mud water detection data and mud cake detection data; The mud water detection data and the mud cake detection data are combined and calculated to obtain engineering mud detection data. The construction waste includes engineering slag and also includes: Obtain the content of construction waste soil components and the actual weight of construction waste soil, and calculate the weight of construction waste soil components; Obtain the content of engineering mud components and the actual weight of engineering mud, and obtain the weight of engineering mud components through calculation; Obtaining standard composition ratio data of the foundation, wherein the standard composition ratio data is the ratio of the standard weight value of the engineering slag component to the standard weight value of the engineering mud component; According to the standard composition ratio data and the weight of the engineering slag component, the actual demand for the engineering mud component is calculated; comparing the actual demand of the engineering mud component with the weight of the engineering mud component, and outputting an engineering mud component satisfaction signal if the actual demand of the engineering mud component is less than or equal to the weight of the engineering mud component; If the actual demand for the engineering mud component is greater than the weight of the engineering mud component, an engineering mud component unsatisfied signal is output. If the actual demand for the engineering mud component is greater than the weight of the engineering mud component, then after outputting a signal that the engineering mud component is not satisfied, the method further includes: According to the standard composition ratio data and the weight of engineering mud components, the actual demand for engineering slag components is calculated. After obtaining the mud cake detection data, the method further includes: Obtain the proportion data of recycled unfired bricks; The mud cake test data is used as the numerator, and the recycled unburned brick ratio data is used as the denominator to perform a ratio calculation to obtain the coincidence data. The recycled unburned brick ratio data refers to the standard content of the consolidating agent and composite admixture components suitable for making non-fired clay bricks. The coincidence data refers to the value obtained by calculating the ratio of the mud cake test data to the content of a single element in the recycled unburned brick ratio data; Obtaining a preset overlap threshold, and comparing the preset overlap threshold with the overlap data; If the overlap data is greater than or equal to the preset overlap threshold, a mud cake recovery signal is issued; If the overlap data is less than the preset overlap threshold, a mud cake processing signal is issued. After obtaining the comprehensive test value of construction waste, it also includes: Calculating a detection difference value based on the comprehensive detection value and a preset standard threshold value; Obtaining a number of the detection differences and calculating an average value of the differences; Acquire regional location data, and combine the regional location data with the difference average value to generate marking data; Based on the marked data, marks are made on the map to generate a marked map.

2. An electronic device, comprising a memory and a processor, characterized in that: A computer program is stored in the memory, and the processor is configured to execute the method described in claim 1 through the computer program.

3. A computer-readable storage medium, characterized in that: The invention comprises a stored program, wherein when the stored program is executed, the method as claimed in claim 1 is executed.

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