A detection method, detection device and detection system for bridge maintenance beam end grouting reinforcement

Abstract

The present application relates to the technical field of bridge maintenance, in particular to a detection method, a detection device and a detection system for bridge repair beam end grouting reinforcement. A sounding pipe is pre-embedded and installed in the grouting cylinder, and the two sides of the grouting cylinder are sealed. A hole is opened on one side of the grouting cylinder for concrete grouting and waiting for the concrete to solidify. The vibration device is started to continuously output vibration effect to the grouting cylinder to simulate the vibration effect of vehicles on the pier. The ultrasonic detection equipment emits ultrasonic waves to detect the concrete in the grouting cylinder. The data detected by the ultrasonic detection equipment is sent to the computer data analysis system. The bridge reinforcement detection is carried out under the same conditions, and the influence of the site vehicles and air temperature and other conditions can be considered relatively. The method has low cost, less time-consuming and less destructive than the detection of the test institution, and the bridge plate needs to be split for detection. The test can be carried out every day, and the quality problem of the reinforced bridge part on the same day is reduced.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of bridge maintenance, in particular to a detection method, a detection device and a detection system for bridge maintenance beam end grouting reinforcement. BACKGROUND

[0002] Bridge maintenance refers to the measures taken to ensure the normal use of the bridge, including uninterrupted technical inspection, repair and maintenance of the bridge, technical measures to improve the carrying capacity and traffic capacity of the bridge, rapid repair of damaged bridges, and regular camouflage, flood control, ice flow control, explosion-resistant floating objects and enemy sabotage measures. One of the reinforcement and repair methods is to grout into the bridge.

[0003] For the maintenance of elevated bridges in the city, in order to minimize the impact on the normal use of the road, maintenance is generally carried out at night, and the repaired structure is put into use on the second day after maintenance. In order to meet the safety and stability of the repaired structure, tests need to be carried out on the repaired structure to understand the impact of vehicle disturbance on the reinforced part on the second day after bridge grouting reinforcement, so as to implement the repair scheme more safely.

[0004] If a real bridge structure is used for simulation experiments, the requirements for the site and test equipment are high, the test cost is large, and it is difficult to simulate the influence of the real scene on the bridge. SUMMARY

[0005] In order to solve the problem of predicting the impact of vehicle disturbance on the reinforced part on the second day after elevated bridge grouting reinforcement, reduce the test cost and test difficulty, and improve the accuracy of the test, the present application provides a detection method for bridge maintenance beam end grouting reinforcement.

[0006] In the first aspect, the detection method for bridge maintenance beam end grouting reinforcement provided by the present application adopts the following technical scheme:

[0007] A detection method for bridge maintenance beam end grouting reinforcement, comprising:

[0008] Design and manufacture a grouting tube with the same size as the actual bridge repair grouting diameter;

[0009] Pre-bury and install a sound measuring pipe in the grouting tube and seal the two sides of the grouting tube;

[0010] Drill a hole in one side of the grouting tube to perform concrete grouting and wait for the concrete to solidify;

[0011] After the concrete solidifies, install the grouting tube on the vibration equipment, and start the vibration equipment to continuously output vibration effect to the grouting tube to simulate the vibration effect of the vehicle on the pier;

[0012] After the simulation of the vibration is completed, the acoustic pipe on the grouting tube is connected to the ultrasonic detection equipment, and the ultrasonic detection equipment is used to detect the concrete in the grouting tube;

[0013] The data detected by the ultrasonic detection equipment is sent to the computer data analysis system.

[0014] By adopting the above technical scheme, the inner hole of the bridge repair grouting is simulated by the grouting tube, which is simple in structure, low in price, convenient for simulation experiment, simplifies the test equipment, reduces the test cost, detects the internal defects of the concrete by using the ultrasonic wave, evaluates the safety performance and service life of the concrete, simulates the vibration influence of the actual vehicle on the concrete repair structure by the vibration equipment, calculates and evaluates the experimental data by the computer data analysis system, and comprehensively determines the reliability of the construction.

[0015] Preferably, the grouting tube with the same size as the diameter of the actual bridge repair grouting is designed and manufactured, including the following specific steps:

[0016] The bridge repair grouting holes of different diameters are marked and counted;

[0017] The grouting tubes of different specifications are manufactured according to the counted various specifications of the grouting holes;

[0018] The same specifications of the grouting holes and the numbers of the grouting tubes are bound to each other and the data is recorded.

[0019] By adopting the above technical scheme, the same grouting tube is used for the test of the bridge repair grouting holes of the same specification, which is convenient for unified management and evaluation of the bridge repair grouting, and facilitates positioning of the grouting hole position.

[0020] Preferably, the acoustic pipe is pre-embedded and installed in the grouting tube, and the two sides of the grouting tube are sealed, including the following specific steps:

[0021] The sealing plates on both sides are manufactured according to the diameter size of the grouting tube;

[0022] A through hole is drilled on the sealing plate for installing the acoustic pipe;

[0023] The connection between the acoustic pipe and the sealing plate is fixed by using the fixing glue.

[0024] By adopting the above technical scheme, the grouting tube is closed by the sealing plate to form a closed grouting environment, the acoustic pipe is pre-embedded and inserted into the grouting tube, which is convenient for subsequent test operation, and the sealing plate can support the acoustic pipe during grouting.

[0025] Preferably, the grouting of the concrete is carried out through the hole on one side of the grouting tube, and the concrete is allowed to solidify, including the following specific steps:

[0026] The concrete setting experiment is conducted to obtain the corresponding values of the concrete setting time and the setting hardness;

[0027] The concrete setting time is determined according to the actual required hardness;

[0028] The temperature control device is wrapped outside the grouting tube to simulate the interference of the night and day ambient temperature on the concrete.

[0029] Through the above technical scheme, the concrete setting time is determined in advance, the setting state of the concrete is judged when the vibration test is conducted, and the temperature control device can simulate the influence of the real environment on the concrete setting and vibration deformation during construction.

[0030] Preferably, the opening vibration device continuously outputs the vibration effect on the grouting tube to simulate the vibration effect of the vehicle on the pier, including the following specific steps:

[0031] The vibration detection instrument is installed on the bridge to be repaired;

[0032] The vibration effect of different vehicles on the bridge body is detected;

[0033] The vibration frequency data of different vehicles on the bridge body are input to the vibration device, so that the vibration device simulates the real vehicle vibration effect;

[0034] The vibration of the vehicle on the bridge body in a day is counted and the maximum value is taken, and the vibration device is controlled to vibrate at the maximum value.

[0035] Through the above technical scheme, the vibration of the real vehicle is detected, and the vibration influence of the vehicle on the repaired structure of the bridge body can be simulated more realistically.

[0036] Preferably, the ultrasonic wave emitted by the ultrasonic detection device is used to detect the concrete in the grouting tube, including the following specific steps:

[0037] The ultrasonic detection device is used to detect the compactness of the concrete in the grouting tube as a whole;

[0038] The ultrasonic detection device is used to detect the cracks of the concrete in the grouting tube.

[0039] Through the above technical scheme, the detection of the compactness can detect the problems such as the cavity of the concrete after the concrete setting due to the non-compactness of the concrete grouting, and the detection of the cracks can judge the damage degree of the vibration effect on the concrete structure.

[0040] Preferably, the vibration test is conducted once a day, and the test is continuously conducted three times, and the three data are sent to the computer data analysis system, and the computer simulates and infers according to the three data and calculates the service life of the repaired concrete.

[0041] Through adoption of the technical scheme, the accuracy of the test is improved through multiple tests, and data support is provided for predicting the service life of the concrete structure.

[0042] In a second aspect, the application provides a detection device for bridge maintenance beam end grouting reinforcement, which adopts the following technical scheme:

[0043] The detection device for bridge maintenance beam end grouting reinforcement comprises a grouting cylinder, a vibrating plate and an ultrasonic detection device, the grouting cylinder is fixedly arranged on the vibrating plate, the grouting cylinder is connected with the ultrasonic detection device on one side, the grouting cylinder is sealed through blocking plates on both sides, a grouting opening is formed on one side of the top of the grouting cylinder, a vibrating motor is installed at the bottom of the vibrating plate, the vibrating plate is installed on a fixed bottom plate through damping springs, and the ultrasonic detection device is connected with a sound measuring tube, which is fixed in the grouting cylinder and passes through the blocking plates on both sides of the grouting cylinder.

[0044] Through adoption of the technical scheme, the grouting cylinder is used for grouting concrete to simulate the structure of bridge grouting repair, the vibration is used for simulating the effect of vehicles on the bridge repair structure, and the ultrasonic detection device is used for detecting internal defects and cracks of the concrete, so that the structure is simple, the simulation experiment by actually using a bridge can be effectively replaced, the test time is saved, the construction period is reduced, and the safety performance of the project is highly guaranteed.

[0045] Preferably, the grouting cylinder and the vibrating plate are connected and fixed through fixing blocks, the ultrasonic detection device is installed on the ground through damping supports, and the grouting cylinder is arranged in an environment with a temperature control device.

[0046] Through adoption of the technical scheme, the fixing blocks are used for preventing the grouting cylinder from rolling at will, the damping supports are used for reducing damage of vibration to the ultrasonic detection device, and the temperature control device is used for simulating the influence of a real environment temperature on the bridge repair structure.

[0047] In a third aspect, the application provides a detection system for bridge maintenance beam end grouting reinforcement, which adopts the following technical scheme:

[0048] The detection system for bridge maintenance beam end grouting reinforcement comprises:

[0049] A vibration detection module is used for detecting the vibration effect of an actual vehicle on a bridge, collecting vibration data, and collecting vibration frequency, vibration amplitude, vibration time and vibration period.

[0050] A vibration simulation module is used for restoring and simulating the vibration data collected by the vibration detection module through control of mechanical vibration.

[0051] An ultrasonic generation module is used for emitting ultrasonic waves, and controlling the sound intensity and propagation direction of the ultrasonic waves.

[0052] ultrasonic receiving module, for receiving ultrasonic signals reflected from the concrete structure and converting the ultrasonic signals into data;

[0053] data analysis module, for converting the data received from the ultrasonic receiving module into images and displaying the images on a display to determine the structural cracks of the concrete;

[0054] simulation prediction module, for matching the collected data with experience data and calculating and predicting the service life of the concrete structure.

[0055] In summary, the present application has the following beneficial technical effects:

[0056] 1. The grouting tube simulates the inner hole of bridge repair grouting, has simple structure and low price, facilitates simulation experiment, simplifies the test equipment and reduces the test cost, uses ultrasonic wave to detect the internal defects of concrete, facilitates the evaluation of the safety performance and service life of concrete, the vibration equipment simulates the vibration effect of actual vehicles on the concrete repair structure, the computer data analysis system calculates and evaluates the experimental data, and the reliability of construction is comprehensively determined.

[0057] 2. The same grouting tube is used for the same specification bridge repair grouting hole for testing, which facilitates unified management and evaluation of bridge repair grouting, facilitates positioning of the grouting hole position, uses the blocking plate to close the grouting tube to form a closed grouting environment, the acoustic pipe is pre-embedded into the grouting tube to facilitate subsequent test operation, the blocking plate can support the acoustic pipe during grouting, the setting time of concrete is determined in advance to facilitate the judgment of the setting state of concrete during vibration test, the temperature control device can simulate the influence of the real environment on the setting and vibration deformation of concrete, the vibration mode of the real vehicle is detected to more realistically simulate the vibration effect of vehicles on the bridge repair structure, the density detection can detect the problems such as cavities in the concrete after setting due to the non-compactness of the concrete grouting, the crack detection can judge the damage degree of the concrete structure caused by vibration effect, multiple tests can improve the accuracy of the test and provide data support for predicting the service life of the concrete structure.

[0058] 3. The grouting tube is used for grouting concrete to simulate the structure of bridge grouting repair, vibration is used to simulate the effect of vehicles on the bridge repair structure, ultrasonic detection equipment is used to detect the internal defects and cracks of concrete, the structure is simple, can effectively replace the simulation experiment of real bridge, saves test time, reduces construction period and has high safety performance for the project, the fixing pad is used to prevent the grouting tube from rolling randomly, the damping support is used to reduce the damage of vibration to the ultrasonic detection equipment, and the temperature control equipment is used to simulate the influence of real environment temperature on the bridge repair structure.

[0059] 4. Bridge reinforcement testing involves on-site inspection under the same conditions, rather than simple data simulation such as finite element simulation. It can take into account the influence of on-site conditions such as vehicles and temperature. This method of testing is less costly and less time-consuming and destructive than testing by testing institutions that require disassembling bridge panels. Testing can be carried out daily to reduce the occurrence of quality problems in the bridge sections reinforced that day. If any abnormalities are found, the reinforced sections of that day can be analyzed immediately to ensure that the bridge quality problems are corrected. All testing equipment can be recycled, reducing testing costs. Attached Figure Description

[0060] Figure 1 This is a schematic diagram of the detection device of the present invention.

[0061] Explanation of reference numerals in the attached figures:

[0062] 1. Grouting cylinder; 11. Sealing plate; 12. Grouting port; 2. Vibrating plate; 21. Vibrating motor; 22. Fixed base plate; 23. Shock-absorbing spring; 24. Fixed pad; 3. Ultrasonic testing equipment; 31. Acoustic logging tube; 32. Shock-absorbing support. Detailed Implementation

[0063] The following is in conjunction with the appendix Figure 1 The present invention will be described in further detail below.

[0064] Example 1:

[0065] This invention discloses a detection method for grouting reinforcement at the beam ends of bridge repairs, comprising:

[0066] 100. Design and manufacture grouting cylinders of the same size as the actual bridge repair grouting diameter;

[0067] 200. Pre-embed and install the sonic logging pipe 31 inside the grouting cylinder 1 and seal both sides of the grouting cylinder 1;

[0068] 300. Make a hole on one side of the grouting cylinder 1 to inject concrete and wait for the concrete to solidify;

[0069] 400. After the concrete has solidified, install the grouting cylinder 1 on the vibration equipment and turn on the vibration equipment to continuously output vibration to the grouting cylinder to simulate the vibration effect of vehicles on the bridge pier.

[0070] 500. Connect the acoustic logging tube 31 on the grouting cylinder after the simulated vibration is completed to the ultrasonic testing device 3, and use the ultrasonic waves emitted by the ultrasonic testing device 3 to test the concrete inside the grouting cylinder 1.

[0071] 600. The data detected by the ultrasonic testing equipment 3 is sent to the computer data analysis system.

[0072] Example 2:

[0073] On the basis of embodiment 1, increase:

[0074] Step 100 specifically includes:

[0075] 101, mark and count the bridge repair grouting holes of different diameter specifications;

[0076] 102, make grouting tubes 1 of different specifications according to the counted various specifications of grouting holes;

[0077] 103, bind and record data of the grouting holes of the same specification and the number of the grouting tube 1 with each other.

[0078] Step 200 specifically includes:

[0079] 201, make the blocking plate 11 on both sides according to the diameter size of the grouting tube 1;

[0080] 202, drill a through hole on the blocking plate 11 for installing the acoustic pipe 31;

[0081] 203, use fixing glue to bond and fix the connection between the acoustic pipe 31 and the blocking plate 11.

[0082] Step 300 specifically includes:

[0083] 301, make a concrete solidification experiment to obtain the corresponding values of concrete solidification time and solidification hardness;

[0084] 302, determine the concrete solidification time according to the actual required hardness;

[0085] 303, wrap the temperature control device outside the grouting tube 1 to simulate the interference of night and daytime environmental temperature on concrete.

[0086] Step 400 specifically includes:

[0087] 401, install a vibration detection instrument on the bridge in need of repair;

[0088] 402, detect the vibration effect of different vehicles on the bridge body;

[0089] 403, input the vibration frequency data of different vehicles on the bridge body into the vibration device, so that the vibration device simulates the real vehicle vibration effect;

[0090] 404, count the vehicle vibration on the bridge body in a day and take the maximum value, and control the vibration device to vibrate at the maximum value.

[0091] Step 500 specifically includes:

[0092] 501, use the ultrasonic detection device 3 to detect the overall density of the concrete in the grouting tube 1;

[0093] 502, using ultrasonic detection equipment 3 to detect cracks in the grouting tube 1.

[0094] Step 600 specifically includes:

[0095] 601, the vibration test is carried out once a day, and the three data are sent to the computer data analysis system, and the computer simulates reasoning and calculates the service life of the repaired concrete according to the three data.

[0096] Example 3:

[0097] The embodiment of the application discloses a detection device for bridge maintenance beam end grouting reinforcement, which comprises a grouting tube 1, a vibration plate 2 and ultrasonic detection equipment 3, the grouting tube 1 is fixedly arranged on the vibration plate 2, the grouting tube 1 is connected with the ultrasonic detection equipment 3 on one side, the grouting tube 1 is sealed through the blocking plates 11 on both sides, the grouting tube 1 is provided with a grouting opening 12 on one side of the top, the vibration plate 2 is provided with a vibration motor 21 on the bottom, the vibration plate 2 is installed on the fixed bottom plate 22 through the damping springs 23, the ultrasonic detection equipment 3 is connected with a sound measuring tube 31, and the sound measuring tube 31 is fixed in the grouting tube 1 and passes through the blocking plates 11 on both sides of the grouting tube 1.

[0098] The grouting tube 1 and the vibration plate 2 are connected and fixed through the fixed cushion blocks 24, the ultrasonic detection equipment 3 is installed on the ground through the damping supports 32, and the grouting tube 1 is arranged in an environment provided with a temperature control device.

[0099] Example 4:

[0100] The embodiment of the application discloses a detection system for bridge maintenance beam end grouting reinforcement, which comprises:

[0101] The vibration detection module is used for detecting the vibration effect of an actual vehicle on the bridge, collecting vibration data, including vibration frequency, vibration amplitude, vibration time and vibration period.

[0102] The vibration simulation module is used for restoring and simulating the vibration data collected by the vibration detection module through control mechanical vibration.

[0103] The ultrasonic generation module is used for emitting ultrasonic waves and controlling the sound emission intensity and propagation direction of the ultrasonic waves.

[0104] The ultrasonic receiving module is used for receiving ultrasonic signals reflected from the concrete structure and converting the ultrasonic signals into data.

[0105] The data analysis module is used for converting the data received from the ultrasonic receiving module into an image and displaying the image on a display, so as to judge the structural cracks of the concrete.

[0106] Analog prediction module is used for matching and calculating the collected multiple sets of data and experience data to predict the service life of the concrete structure.

[0107] The basic principle of the ultrasonic method for detecting the structural integrity of the pile body is that a high-frequency elastic pulse wave is excited in the concrete by an ultrasonic pulse emission source, and a high-precision receiving system is used to record the wave characteristics exhibited by the pulse wave during its propagation in the concrete. When there is a discontinuous or damaged interface in the concrete, the defect surface forms a wave impedance interface, and when the wave reaches the interface, the transmission and reflection of the wave occur, which significantly reduces the received transmission energy. When there are serious defects such as loose, honeycomb, and holes in the concrete, scattering and diffraction of the wave will occur. According to the characteristics of the initial arrival time and energy attenuation of the wave, the frequency change and the degree of wave distortion, the compactness parameters of the concrete in the test area can be obtained. By testing and recording the ultrasonic wave characteristics on different sides and at different heights, and through processing and analysis, the reference strength of the concrete in the test area and the nature, size and spatial position of the internal defects can be determined.

[0108] Before the construction of the foundation pile, a certain number of sounding pipes are pre-buried according to the size of the pile diameter as the channel for the transducer. During the test, each two sounding pipes form a group, and through water coupling, the ultrasonic pulse signal is emitted from the transducer in one sounding pipe, and the signal is received by the transducer in the other sounding pipe. The ultrasonic instrument measures the relevant parameters and collects, records and stores them. The transducer is detected from the bottom of the pile upwards in sequence, covering all cross sections.

[0109] The detection instrument and equipment adopts the ZBL-U5700 non-metal ultrasonic detector and double-hole transducer produced by Beijing Zhibolian Technology Co., Ltd.

[0110] The above are preferred embodiments of the present application, and do not limit the protection scope of the present application. Therefore, any equivalent changes made in terms of structure, shape, principle, etc. according to the present application should be covered within the protection scope of the present application.

Claims

1. A detection method for grouting reinforcement at the beam ends of bridge maintenance, characterized in that: Testing methods for grouting reinforcement at the beam ends of bridge repairs using testing equipment include: The same size grouting cylinder is designed and manufactured according to the actual bridge repair grouting diameter (1). Pre-install sonic logging pipes (31) inside the grouting cylinder (1) and seal both sides of the grouting cylinder (1); A hole is made on one side of the grouting cylinder (1) to grout concrete and wait for the concrete to solidify; After the concrete has solidified, the grouting cylinder (1) is installed on the vibration equipment, and the vibration equipment is turned on to continuously output vibration effect to the grouting cylinder to simulate the vibration effect of the vehicle on the bridge pier. After the simulated vibration is completed, the acoustic tube (31) on the grouting cylinder is connected to the ultrasonic testing device (3), and the ultrasonic waves emitted by the ultrasonic testing device (3) are used to test the concrete inside the grouting cylinder (1). The ultrasonic testing equipment (3) sends the detected data to the computer data analysis system; The grouting cylinder (1) designed and manufactured to the same size as the actual bridge repair grouting diameter includes: The bridge repair grouting holes of different diameters were marked and statistically analyzed. Different specifications of grouting cylinders were manufactured according to the statistical data of various grouting holes (1). Bind the numbers of the grouting holes of the same specification to the grouting cylinder (1) and record the data; The process of pre-embedding and installing a sonic logging pipe (31) inside the grouting cylinder (1) and sealing both sides of the grouting cylinder (1) includes: The sealing plates (11) on both sides are manufactured according to the diameter of the grouting cylinder (1). Drill through holes in the sealing plate (11) to install the acoustic logging tube (31); The connection between the acoustic tube (31) and the sealing plate (11) is fixed with adhesive. The process of opening a hole on one side of the grouting cylinder (1) to perform concrete grouting and waiting for the concrete to solidify includes: Conduct concrete setting experiments to obtain the corresponding values ​​of concrete setting time and setting hardness; The setting time of the concrete should be determined according to the actual required hardness. A temperature control device is wrapped around the outside of the grouting cylinder (1) to simulate the interference of ambient temperature at night and during the day on the concrete; The continuous vibration output of the vibration device to the grouting cylinder (1) to simulate the vibration effect of a vehicle on the bridge pier includes: Install vibration detection instruments on bridges that need repair; The vibration effects of different vehicles on the bridge structure were detected; The vibration frequency data of the axle body of different vehicles are input into the vibration equipment, so that the vibration equipment can simulate the vibration effect of real vehicles. Collect data on vehicle vibrations to the bridge throughout the day and take the maximum value; then control the vibration equipment to vibrate at that maximum value. The method of using ultrasonic testing equipment (3) to test the concrete inside the grouting cylinder (1) includes: The overall density of the concrete inside the grouting cylinder (1) was tested using an ultrasonic testing device (3); The cracks in the concrete inside the grouting cylinder (1) were detected using an ultrasonic testing device (3).

2. The detection method for grouting reinforcement of bridge beam ends according to claim 1, wherein the data detected by the acoustic detection device (3) is sent to a computer data analysis system, characterized in that: A vibration test is conducted once a day for three consecutive days. The data from all three tests are sent to the computer data analysis system. The computer uses the three data tests to simulate and calculate the lifespan of the repaired concrete.

3. A detection method for grouting reinforcement of bridge beam ends according to any one of claims 1-2, characterized in that: The detection device includes a grouting cylinder (1), a vibrating plate (2), and an ultrasonic testing device (3). The grouting cylinder (1) is fixedly mounted on the vibrating plate (2), and the ultrasonic testing device (3) is connected to one side of the grouting cylinder (1). The grouting cylinder (1) is sealed on both sides by a sealing plate (11), and a grouting port (12) is opened on one side of the top of the grouting cylinder (1). The bottom of the vibrating plate (2) is equipped with a vibration motor (21), and the vibrating plate (2) is mounted on the fixed base plate (22) by means of a shock-absorbing spring (23); The ultrasonic testing device (3) is connected to a sonic logging tube (31), which is fixed inside the grouting cylinder (1) and passes through the sealing plates (11) on both sides of the grouting cylinder (1). The grouting cylinder (1) and the vibrating plate (2) are connected and fixed by a fixing pad (24); The ultrasonic testing equipment (3) is installed on the ground by a shock-absorbing support (32); The grouting cylinder (1) is placed in an environment with temperature control equipment.

4. A detection system for grouting reinforcement of bridge beam ends during maintenance, applied to the detection method for grouting reinforcement of bridge beam ends as described in any one of claims 1-2, characterized in that: include: The vibration detection module is used to detect the vibration effect of actual vehicles on the bridge and collect vibration data, including vibration frequency, vibration amplitude, vibration time and vibration period. The vibration simulation module is used to reconstruct and simulate the vibration data collected by the vibration detection module by controlling mechanical vibration; An ultrasonic generator module is used to emit ultrasonic waves and control the intensity and direction of propagation of the ultrasonic waves. An ultrasonic receiving module is used to receive ultrasonic signals reflected from a concrete structure and convert the ultrasonic signals into data. The data parsing module is used to convert the data received from the ultrasonic receiving module into images and display them on the monitor to determine structural cracks in concrete. The simulation prediction module is used to match and calculate multiple sets of collected data and empirical data to predict the lifespan of concrete structures.

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