A road engineering quality detection device

Abstract

The present invention belongs to the field of road engineering and relates to data analysis technology. The present invention is used to solve the problem that the road engineering quality detection device in the prior art cannot detect the road soil before construction. Specifically, the present invention is a road engineering quality detection device, comprising a detection locomotive, wherein a driving motor and a storage bin are respectively arranged at the front and rear sides of the detection locomotive, and a processor is arranged at the top of the detection locomotive; the processor is communicatively connected with a soil detection module, a construction detection module and an optimization analysis module; the soil detection module is used to detect and analyze the road soil before the road engineering construction; the construction detection module is used to detect and analyze the construction quality after the road engineering construction; the present invention can detect and analyze the road soil before the road engineering construction, and timely feedback and processing can be performed when the road soil quality is unqualified, so as to avoid the phenomenon that the construction quality cannot be guaranteed due to direct construction, and improve the control degree of the road engineering construction quality.

Description

Technical Field

[0001] The invention belongs to the field of road engineering, relates to data analysis technology, and specifically is a road engineering quality detection device. Background Art

[0002] Road engineering refers to the entire process of planning, design, construction, maintenance and management with roads as the object and the engineering entity involved. Like any other type of civil engineering, road engineering has obvious technical, economic and management characteristics.

[0003] The road engineering quality detection device in the prior art can only detect the construction quality after the construction is completed, but cannot detect the road soil before construction, resulting in that the construction quality pass rate cannot be guaranteed, and it is also impossible to troubleshoot abnormal factors when the construction quality is abnormal. It can only optimize the construction links.

[0004] In view of the above technical problems, this application proposes a solution. Summary of the invention

[0005] The purpose of the present invention is to provide a road engineering quality detection device, which is used to solve the problem that the road engineering quality detection device in the prior art cannot detect the road soil before construction;

[0006] The technical problem to be solved by the present invention is: how to provide a road engineering quality detection device that can detect road soil before construction.

[0007] The purpose of the present invention can be achieved through the following technical solutions:

[0008] A road engineering quality inspection device comprises an inspection locomotive, wherein a driving motor and a material storage bin are respectively arranged at the front and rear sides of the inspection locomotive, and a processor is arranged at the top of the inspection locomotive;

[0009] The processor is communicatively connected to a soil quality detection module, a construction detection module, and an optimization analysis module;

[0010] The soil quality detection module is used to detect and analyze the road soil before the construction of the road project and obtain the soil coefficient TR of the soil in the storage bin, and mark the soil as a pressure-bearing qualified object or a pressure-bearing unqualified object according to the soil coefficient TR; then discharge the soil in the storage bin, and continue to collect soil as the detection locomotive moves; until the number of soil quality detections reaches L2, after the subsequent soil quality detection is completed, the ratio of the number of pressure-bearing qualified objects to the number of soil quality detections is marked as the pressure-bearing coefficient, and the pressure-bearing coefficient is used to determine whether the soil quality detection of the road project is qualified;

[0011] The construction detection module is used to detect and analyze the construction quality after the road engineering construction and determine whether the construction quality of the road engineering meets the requirements, and if it does not meet the requirements, generate an optimization analysis signal and send the optimization analysis signal to the optimization analysis module;

[0012] The optimization analysis module is used to optimize and analyze the road construction quality.

[0013] As a preferred embodiment of the present invention, the process of obtaining the soil coefficient TR includes: before the construction of the road project, controlling the driving motor to move on the road and collecting the road soil through the storage bin, the detection locomotive moves at a constant speed of M1 km / h, and the soil quality of the mobile road soil is tested every L1 minutes: the water content and density value of the soil in the storage bin are obtained and marked as water content data HS and density data MD respectively; the pH value and acid-base range of the soil in the storage bin are obtained, the average value of the maximum value and the minimum value of the acid-base range is marked as the acid-base standard value, and the absolute value of the difference between the pH value and the acid-base standard value is marked as the acid-base data SJ; the soil coefficient TR is obtained by numerically calculating the water content data HS, the density data MD and the acid-base data SJ.

[0014] As a preferred embodiment of the present invention, the specific process of marking soil as a qualified pressure-bearing object or an unqualified pressure-bearing object includes: comparing the soil coefficient TR of the soil with a preset soil threshold TRmax: if the soil coefficient TR is less than the soil threshold TRmax, it is determined that the pressure-bearing state of the soil meets the requirements, and the soil is marked as a qualified pressure-bearing object; if the soil coefficient TR is greater than or equal to the soil threshold TRmax, it is determined that the pressure-bearing state of the soil does not meet the requirements, and the soil is marked as an unqualified pressure-bearing object.

[0015] As a preferred embodiment of the present invention, the specific process of determining whether the soil quality test of a road project is qualified includes: comparing the bearing coefficient with a preset bearing threshold: if the bearing coefficient is less than the bearing threshold, the soil quality test of the road project is determined to be unqualified, a soil abnormality signal is generated and the soil abnormality signal is sent to the mobile phone terminal of the manager; if the bearing coefficient is greater than or equal to the bearing threshold, the soil quality test of the road project is determined to be qualified; when all the soils of the road project have completed soil quality testing and the manager has not received a soil abnormality signal, the road is constructed.

[0016] As a preferred embodiment of the present invention, the specific process of detecting and analyzing the construction quality after the road engineering construction includes: after the road engineering construction, controlling the drive motor to move on the road and collecting concrete fragments through the storage bin, the inspection locomotive moves at a uniform speed of M1 km / h, and performing construction inspection on the mobile road every L1 minutes: obtaining the compressive strength value of the concrete gravel and marking it as pressure data YQ, using the camera at the bottom of the inspection locomotive to capture images of the construction road and marking the number of concrete pavement cracks collected during the travel process as crack data LW; obtaining the quality coefficient ZL of the concrete gravel by numerically calculating the pressure data YQ and the crack data LW; summing and averaging the quality coefficients ZL obtained from all construction inspections of the construction road to obtain the quality performance value.

[0017] As a preferred embodiment of the present invention, the specific process of determining whether the construction quality of a road project meets the requirements includes: comparing the quality performance value with a preset quality performance threshold: if the quality performance value is less than the quality performance threshold, it is determined that the construction quality of the road project does not meet the requirements, an optimization analysis signal is generated and the optimization analysis signal is sent to the optimization analysis module; if the quality performance value is greater than or equal to the quality performance threshold, it is determined that the construction quality of the road project meets the requirements, a quality qualified signal is generated and the quality qualified signal is sent to the mobile phone terminal of the manager.

[0018] As a preferred embodiment of the present invention, the specific process of optimizing and analyzing the road construction quality by the optimization analysis module includes: dividing the construction road into a plurality of sub-sections, the end position of each sub-section is the position of soil quality detection and construction detection, arranging the sub-sections in the order of soil coefficient TR from small to large to obtain a soil quality sequence, arranging the sub-sections in the order of quality coefficient ZL from large to small to obtain a construction sequence, marking the absolute value of the difference between the sub-section in the soil quality sequence and the construction sequence as the soil quality impact value of the sub-section, summing and averaging the soil quality impact values ​​of all sub-sections to obtain the soil quality of road construction quality. The soil shadow coefficient is compared with the preset soil shadow threshold: if the soil shadow coefficient is less than the soil shadow threshold, it is determined that the abnormal factor of road construction quality is abnormal soil quality, and the soil quality detection process is optimized: the new soil coefficient TX is obtained by the formula TX=t1×TR, where t1 is the proportional coefficient, and 0.75≤t1≤0.85, and the value of the new soil coefficient TX is used to replace the soil threshold TRmax; if the soil shadow coefficient is greater than or equal to the soil shadow threshold, it is determined that the abnormal factor of road construction quality is abnormal concrete construction, and a construction optimization signal is generated and sent to the mobile phone terminal of the management personnel.

[0019] The present invention has the following beneficial effects:

[0020] 1. The soil quality detection module can be used to detect and analyze the road soil before the construction of the road project. When the road soil quality is unqualified, timely feedback and processing can be carried out to avoid the phenomenon that the construction quality cannot be guaranteed due to direct construction, and improve the control of the road construction quality;

[0021] 2. The construction inspection module can be used to inspect and analyze the construction quality after the road construction. The route of the inspection locomotive during the inspection process is exactly the same as the route during the soil inspection process, providing data support for the optimization analysis process while inspecting the construction quality;

[0022] 3. The optimization analysis module can be used to optimize and analyze the road construction quality. After the construction road is segmented, the soil shadow coefficient is obtained by analyzing the correlation between the soil quality relationship and the construction quality relationship between the sub-sections. The abnormal factors of construction quality can be marked according to the soil shadow coefficient to improve the efficiency of abnormal processing and ensure the construction quality of subsequent road projects. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0024] Figure 1 It is a structural schematic diagram of the present invention;

[0025] Figure 2 is a system block diagram of Embodiment 1 of the present invention;

[0026] Figure 3 This is a flow chart of the method of Embodiment 2 of the present invention.

[0027] In the figure: 1. Inspection locomotive; 2. Driving motor; 3. Storage bin; 4. Wheels. DETAILED DESCRIPTION

[0028] The technical solution of the present invention will be clearly and completely described below in conjunction with the embodiments. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0029] like Figure 1As shown, a road engineering quality inspection device includes an inspection locomotive 1, a driving motor 2 and a storage bin 3 are respectively arranged on the front and rear sides of the inspection locomotive 1, a processor is arranged on the top of the inspection locomotive 1, the driving motor 2 is used to drive the inspection locomotive 1 to move forward through wheels 4, and the storage bin 3 is used to collect and store soil or concrete blocks during the movement of the inspection locomotive 1.

[0030] Embodiment 1

[0031] like Figure 2 As shown, the processor is communicatively connected with a soil detection module, a construction detection module and an optimization analysis module.

[0032] The soil quality detection module is used to detect and analyze the road soil before the road construction: before the road construction, the driving motor 2 is controlled to move on the road and collect the road soil through the storage bin 3, and the detection locomotive 1 moves at a constant speed of M1 kilometers per hour, and the soil quality of the mobile road soil is detected every L1 minutes: the water content and density values ​​of the soil in the storage bin 3 are obtained and marked as water content data HS and density data MD respectively; the pH value and pH range of the soil in the storage bin 3 are obtained, and the average value of the maximum and minimum values ​​of the pH range is marked as the pH standard value, and the absolute value of the difference between the pH value and the pH standard value is marked as the pH data SJ; through the formula The soil coefficient TR of the soil is obtained, wherein a1, a2 and a3 are all proportional coefficients, and a1>a2>a3>1; the soil coefficient TR of the soil is compared with the preset soil threshold TRmax: if the soil coefficient TR is less than the soil threshold TRmax, it is determined that the pressure bearing state of the soil meets the requirements, and the soil is marked as a pressure-qualified object; if the soil coefficient TR is greater than or equal to the soil threshold TRmax, it is determined that the pressure bearing state of the soil does not meet the requirements, and the soil is marked as a pressure-unqualified object; then the soil in the storage bin 3 is discharged, and the soil collection continues as the detection locomotive 1 moves; until the number of soil quality tests reaches L2, after the subsequent soil quality tests are completed, the number of pressure-qualified objects is compared with the soil quality test results. The ratio of the number of measurements is marked as the pressure coefficient, and the pressure coefficient is compared with the preset pressure threshold: if the pressure coefficient is less than the pressure threshold, the soil quality test of the road project is judged to be unqualified, and a soil abnormality signal is generated and sent to the mobile phone terminal of the manager; if the pressure coefficient is greater than or equal to the pressure threshold, the soil quality test of the road project is judged to be qualified; when all the soils of the road project have completed the soil quality test and the manager has not received the soil abnormality signal, the road is constructed; before the construction of the road project, the road soil is tested and analyzed, and feedback and processing are carried out in time when the road soil quality is unqualified, so as to avoid the phenomenon that the construction quality cannot be guaranteed due to direct construction, and improve the control of the construction quality of the road project.

[0033] The construction detection module is used to detect and analyze the construction quality after the road construction: after the road construction, the driving motor 2 is controlled to move on the road and collect concrete fragments through the storage bin 3, the detection locomotive 1 moves at a constant speed of M1 kilometers per hour, and the construction detection of the mobile road is carried out every L1 minutes: the compressive strength value of the concrete gravel is obtained and marked as the pressure data YQ, the image of the construction road is taken by the camera at the bottom of the detection locomotive 1, and the number of concrete pavement cracks collected during the travel process is marked as the crack data LW; the quality coefficient ZL of the concrete gravel is obtained by the formula ZL=v1×YQ-v2×LW, where v1 and v2 are both proportional coefficients, and v1>v2>1; all construction of the construction road The quality coefficient ZL obtained by the detection is summed and averaged to obtain the quality performance value, and the quality performance value is compared with the preset quality performance threshold: if the quality performance value is less than the quality performance threshold, it is determined that the construction quality of the road project does not meet the requirements, and an optimization analysis signal is generated and sent to the optimization analysis module; if the quality performance value is greater than or equal to the quality performance threshold, it is determined that the construction quality of the road project meets the requirements, and a quality qualified signal is generated and sent to the mobile phone terminal of the manager; after the construction of the road project, the construction quality is inspected and analyzed. During the inspection process, the route of the inspection locomotive 1 is exactly the same as the route during the soil inspection process, providing data support for the optimization analysis process while conducting construction quality inspection.

[0034] The optimization analysis module is used to optimize the road construction quality: the construction road is divided into several sub-sections, and the end position of each sub-section is the position of soil quality detection and construction detection. The sub-sections are arranged in the order of soil coefficient TR from small to large to obtain a soil sequence, and the sub-sections are arranged in the order of quality coefficient ZL from large to small to obtain a construction sequence. The absolute value of the difference between the sub-section in the soil sequence and the construction sequence is marked as the soil influence value of the sub-section. The soil influence values ​​of all sub-sections are summed and averaged to obtain the soil shadow coefficient of road construction quality. The soil shadow coefficient is compared with the preset soil shadow threshold: if the soil shadow coefficient is less than the soil shadow threshold, it is determined that the abnormal factor of road construction quality is abnormal soil quality, and the soil detection process is optimized. Optimization processing: The new soil coefficient TX is obtained through the formula TX=t1×TR, where t1 is the proportional coefficient and 0.75≤t1≤0.85. The value of the new soil coefficient TX is used to replace the soil threshold TRmax; if the soil shadow coefficient is greater than or equal to the soil shadow threshold, the abnormal factor of the road construction quality is determined to be abnormal concrete construction, and a construction optimization signal is generated and sent to the mobile phone terminal of the manager; the road construction quality is optimized and analyzed, and after the construction road is divided, the soil shadow coefficient is obtained according to the correlation between the soil quality relationship and the construction quality relationship between the sub-sections, so as to mark the abnormal construction quality factors according to the soil shadow coefficient, improve the efficiency of abnormal processing, and ensure the construction quality of subsequent road projects.

[0035] Embodiment 2

[0036] like Figure 3 As shown, a road engineering quality detection method comprises the following steps:

[0037] Step 1: Before the construction of the road project, the road soil quality is tested and analyzed, the water content data HS, density data MD and acid-base data SJ of the soil in the storage bin 3 are obtained, and the soil coefficient TR is numerically calculated. The soil is marked as an unqualified pressure-bearing object or a qualified pressure-bearing object according to the soil coefficient TR;

[0038] Step 2: When the number of soil quality tests reaches L2, after the subsequent soil quality tests are completed, the ratio of the number of pressure-bearing qualified objects to the number of soil quality tests is marked as the pressure-bearing coefficient, and the pressure-bearing coefficient is used to determine whether the soil quality test of the road project is qualified;

[0039] Step 3: After the construction of the road project, the construction quality is inspected and analyzed, the concrete pressure data YQ and crack data LW are obtained, and the quality performance value is obtained by numerical calculation. The quality performance value is used to determine whether the construction quality of the road project meets the requirements. If it does not meet the requirements, step 4 is executed;

[0040] Step 4: Optimize and analyze the road construction quality and obtain the soil shadow coefficient, and use the soil shadow coefficient to mark abnormal factors in the road construction quality.

[0041] A road engineering quality detection device, when working, obtains water content data HS, density data MD and acid-base data SJ of the soil in a storage bin 3 and performs numerical calculation to obtain a soil coefficient TR, and marks the soil as an unqualified pressure-bearing object or a qualified pressure-bearing object through the soil coefficient TR; when the number of soil quality detections reaches L2, after the subsequent soil quality detections are completed, the ratio of the number of qualified pressure-bearing objects to the number of soil quality detections is marked as the pressure-bearing coefficient, and whether the soil quality detection of the road engineering is qualified is judged through the pressure-bearing coefficient; after the construction of the road engineering, the construction quality is detected and analyzed, the pressure data YQ and crack data LW of the concrete are obtained and numerically calculated to obtain a quality performance value, and whether the construction quality of the road engineering meets the requirements is judged through the quality performance value, and when the requirements are not met, the road construction quality is optimized and analyzed and a soil shadow coefficient is obtained, and abnormal factors of the road construction quality are marked through the soil shadow coefficient.

[0042] The above contents are merely examples and explanations of the structure of the present invention. The technicians in this technical field may make various modifications or additions to the specific embodiments described or replace them in a similar manner. As long as they do not deviate from the structure of the invention or exceed the scope defined by the claims, they should all fall within the protection scope of the present invention.

[0043] The above formulas are obtained by collecting a large amount of data and performing software simulation to select a formula close to the actual value. The coefficients in the formula are set by technicians in this field according to actual conditions; for example: Formula A technician in this field collects multiple groups of sample data and sets a corresponding soil coefficient for each group of sample data; substitutes the set soil coefficient and the collected sample data into a formula, any three formulas constitute a three-variable linear equation system, and the calculated coefficients are screened and averaged to obtain the values ​​of a1, a2, and a3, which are 3.25, 2.65, and 1.48, respectively;

[0044] The size of the coefficient is to quantify each parameter to obtain a specific value for subsequent comparison. The size of the coefficient depends on the amount of sample data and the preliminary setting of the corresponding soil coefficient for each set of sample data by technical personnel in this field; as long as it does not affect the proportional relationship between the parameter and the quantified value, such as the soil coefficient is proportional to the value of the water content data.

[0045] In the description of this specification, the description with reference to the terms "one embodiment", "example", "specific example", etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present invention. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0046] The preferred embodiments of the present invention disclosed above are only used to help explain the present invention. The preferred embodiments do not describe all the details in detail, nor do they limit the invention to only specific implementation methods. Obviously, many modifications and changes can be made according to the content of this specification. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the present invention, so that those skilled in the art can understand and use the present invention well. The present invention is limited only by the claims and their full scope and equivalents.

Claims

1. A road engineering quality detection device, characterized in that: It comprises a detection locomotive (1), wherein a driving motor (2) and a material storage bin (3) are respectively arranged at the front and rear sides of the detection locomotive (1), and a processor is arranged at the top of the detection locomotive (1); The processor is communicatively connected to a soil quality detection module, a construction detection module, and an optimization analysis module; The soil quality detection module is used to detect and analyze the road soil quality before the road engineering construction and obtain the soil coefficient TR of the soil in the storage bin (3), and mark the soil as a pressure-bearing qualified object or a pressure-bearing unqualified object according to the soil coefficient TR; then the soil in the storage bin (3) is discharged, and the soil collection continues as the detection locomotive (1) moves; Until the number of soil quality tests reaches L2, after the subsequent soil quality tests are completed, the ratio of the number of pressure-bearing qualified objects to the number of soil quality tests is marked as the pressure-bearing coefficient, and the pressure-bearing coefficient is used to determine whether the soil quality test of the road project is qualified; The construction detection module is used to detect and analyze the construction quality after the road engineering construction and determine whether the construction quality of the road engineering meets the requirements, and if it does not meet the requirements, generate an optimization analysis signal and send the optimization analysis signal to the optimization analysis module; The optimization analysis module is used to optimize and analyze the road construction quality; The process of obtaining the soil coefficient TR includes: before the construction of the road project, controlling the driving motor (2) to move on the road and collect the road soil through the storage bin (3); the detection locomotive (1) moves at a constant speed of M1 km / h, and performs soil quality detection on the mobile road soil every L1 minutes: obtaining the water content and density value of the soil in the storage bin (3) and marking them as water content data HS and density data MD respectively; obtaining the pH value and pH range of the soil in the storage bin (3), marking the average value of the maximum value and the minimum value of the pH range as the pH standard value, and marking the absolute value of the difference between the pH value and the pH standard value as the pH data SJ; obtaining the soil coefficient TR by numerically calculating the water content data HS, the density data MD and the pH data SJ; By formula The soil coefficient TR of the soil is obtained, where a1, a2 and a3 are all proportional coefficients, and a1>a2>a3>1; The specific process of marking the soil as a pressure-bearing qualified object or a pressure-bearing unqualified object includes: comparing the soil coefficient TR of the soil with a preset soil threshold TRmax: if the soil coefficient TR is less than the soil threshold TRmax, it is determined that the pressure-bearing state of the soil meets the requirements, and the soil is marked as a pressure-bearing qualified object; if the soil coefficient TR is greater than or equal to the soil threshold TRmax, it is determined that the pressure-bearing state of the soil does not meet the requirements, and the soil is marked as a pressure-bearing unqualified object; The specific process of determining whether the soil quality test of a road project is qualified includes: comparing the bearing coefficient with the preset bearing threshold: if the bearing coefficient is less than the bearing threshold, the soil quality test of the road project is determined to be unqualified, a soil abnormality signal is generated and the soil abnormality signal is sent to the mobile phone terminal of the manager; if the bearing coefficient is greater than or equal to the bearing threshold, the soil quality test of the road project is determined to be qualified; when all the soils of the road project have completed soil quality testing and the manager has not received any soil abnormality signal, the road is constructed.

2. A road engineering quality detection device according to claim 1, characterized in that: The specific process of inspecting and analyzing the construction quality after the road construction includes: after the road construction, controlling the driving motor (2) to move on the road and collecting concrete fragments through the storage bin (3), the inspection locomotive (1) moving at a constant speed of M1 km / h, and inspecting the road construction every L1 minutes: obtaining the compressive strength value of the concrete gravel and marking it as pressure data YQ, taking an image of the construction road through the camera at the bottom of the inspection locomotive (1) and marking the number of concrete pavement cracks collected during the travel as crack data LW; obtaining the quality coefficient ZL of the concrete gravel by numerically calculating the pressure data YQ and the crack data LW; and summing and averaging the quality coefficients ZL obtained from all construction inspections of the construction road to obtain the quality performance value.

3. A road engineering quality detection device according to claim 2, characterized in that: The specific process of determining whether the construction quality of a road project meets the requirements includes: comparing the quality performance value with a preset quality performance threshold: if the quality performance value is less than the quality performance threshold, it is determined that the construction quality of the road project does not meet the requirements, an optimization analysis signal is generated and the optimization analysis signal is sent to the optimization analysis module; if the quality performance value is greater than or equal to the quality performance threshold, it is determined that the construction quality of the road project meets the requirements, a quality qualified signal is generated and the quality qualified signal is sent to the mobile terminal of the manager.

4. A road engineering quality detection device according to claim 3, characterized in that: The specific process of optimizing and analyzing the road construction quality by the optimization analysis module includes: dividing the construction road into several sub-sections, the end position of each sub-section is the position of soil quality detection and construction detection, arranging the sub-sections in the order of soil coefficient TR from small to large to obtain a soil sequence, arranging the sub-sections in the order of quality coefficient ZL from large to small to obtain a construction sequence, marking the absolute value of the difference between the sub-section in the soil sequence and the construction sequence as the soil quality impact value of the sub-section, summing and averaging the soil quality impact values ​​of all sub-sections to obtain the soil shadow coefficient of road construction quality, and The coefficient is compared with the preset soil shadow threshold: if the soil shadow coefficient is less than the soil shadow threshold, the abnormal factor of road construction quality is determined to be abnormal soil quality, and the soil quality detection process is optimized: the new soil coefficient TX is obtained by the formula TX=t1×TR, where t1 is the proportional coefficient, and 0.75≤t1≤0.85, and the value of the new soil coefficient TX is used to replace the soil threshold TRmax; if the soil shadow coefficient is greater than or equal to the soil shadow threshold, the abnormal factor of road construction quality is determined to be abnormal concrete construction, and a construction optimization signal is generated and sent to the mobile phone terminal of the management personnel.

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