Monitoring system for high-stability trestle construction and construction method

Abstract

The invention provides a monitoring system for high-stability trestle construction and a construction method, and relates to the field of trestle construction monitoring. The system comprises an acquisition unit used for acquiring monitoring data of any fixed pile at the completion of each construction stage, a transmission unit used for sending the received monitoring data to an analysis unit, and an analysis unit used for analyzing the received monitoring data, determining analysis data of the corresponding construction stage, and sending the analysis data to the analysis unit. Comparing the first construction design data with corresponding first construction design data to determine a first comparison result; the analysis unit is used for correcting the second construction design data according to the first comparison result to obtain corrected target second construction design data and sending the target second construction design data to the output unit, and the output unit is used for transmitting the received target second construction design data to a processor terminal of a corresponding construction stage; the trestle can be adjusted in real time according to the actual situation of a construction site, so that the stability of the trestle is improved.

Description

Technical Field

[0001] The present application relates to the field of pier construction monitoring, and in particular, to a monitoring system and a construction method for high-stability pier construction. Background Art

[0002] A trestle is a temporary bridge facility built in civil engineering for transporting materials, equipment and personnel. It is divided into wooden trestle and steel trestle according to the materials used. The position of the bridge deck of the trestle is generally determined by the structural size and spatial position of the structure being constructed. In the prior art, the difference between the construction parameters and the design parameters of the trestle is monitored in real time to ensure the overall stability of the trestle. However, the design parameters are not completely correct, so the stability of the trestle cannot be monitored during the construction phase. Summary of the invention

[0003] The purpose of the embodiments of the present application is to provide a monitoring system and a construction method for high-stability pier construction, so as to solve the above-mentioned problems existing in the prior art, and to make real-time adjustments according to the actual situation during the construction stage to improve the stability of the pier.

[0004] In a first aspect, a monitoring system for high-stability trestle construction is provided, the system may include: a collection unit, a conveying unit, an analysis unit and an output unit;

[0005] The collection unit is used to collect monitoring data of any fixed pile when each construction stage is completed, and send the monitoring data to the conveying unit;

[0006] The transmission unit is used to receive the monitoring data sent by the collection unit and send the monitoring data to the analysis unit;

[0007] The analysis unit is used to analyze the received monitoring data, determine the analysis data of the corresponding construction stage, and compare the analysis data with the corresponding first construction design data to determine a first comparison result; according to the first comparison result, correct the second construction design data to obtain the corrected target second construction design data, and send the target second construction design data to the output unit;

[0008] The output unit is used to transmit the received target second construction design data to the processing terminal of the corresponding construction stage.

[0009] In a possible implementation, the monitoring data includes image data or point cloud data between the fixed pile and the ground in each construction stage;

[0010] The analysis unit is specifically used for:

[0011] For any fixed pile, analysis data is determined based on the image data or point cloud data of each construction stage, wherein the analysis data is the angle change between the fixed pile and the ground;

[0012] The angle change is compared with a preset angle change in the first construction design data to determine a first comparison result; the first comparison result includes: the angle change is qualified, the angle change requires secondary determination, and the angle change is unqualified.

[0013] In a possible implementation, the monitoring data also includes image data or point cloud data of ground piles fixed on the ground during each construction stage;

[0014] The analysis unit is further configured to determine a secondary determination result according to a pile length ratio of an above-ground pile length to an underground pile length of the fixed pile when the first comparison result is an angle change amount requiring secondary determination, wherein the above-ground pile length is determined according to image data or point cloud data of the above-ground pile.

[0015] In a possible implementation, the analysis unit is further configured to determine a new fixed pile spacing according to the pile length ratio when the secondary determination result is that the pile length ratio is greater than a preset ratio in the first construction design data.

[0016] In a possible implementation, the analyzing unit determines a new fixed pile spacing according to the secondary determination result, including:

[0017] Determining a spacing correction coefficient based on a difference between the pile length ratio and the preset ratio;

[0018] The current fixed pile spacing is corrected by the spacing correction coefficient to obtain a new fixed pile spacing.

[0019] In a possible implementation, the preset angle change includes a first preset angle change and a second preset angle change; wherein the first preset angle change is smaller than the second preset angle change;

[0020] The analysis unit is further used to determine a second comparison result by comparing a target difference between the angle change and a second preset angle change with a preset difference in the first construction design data when the first comparison result is that the angle change is unqualified.

[0021] In a possible implementation, the analysis unit is also used to determine the depth adjustment coefficient based on the target ratio of the target difference to the preset difference if the second comparison result is that the target difference is less than the preset difference, and adjust the underground design pile length in the second construction design data based on the depth adjustment coefficient to obtain the target underground design pile length.

[0022] In a second aspect, a monitoring method for high stability trestle construction is provided, which may include:

[0023] Collect monitoring data when any fixed pile changes during the construction phase;

[0024] Analyze the monitoring data to determine the analysis data of the corresponding construction stage, and compare the analysis data with the corresponding first construction design data to determine a first comparison result; according to the first comparison result, correct the second construction design data to obtain corrected target second construction design data;

[0025] The target second construction design data is transmitted to the processing terminal of the corresponding construction stage.

[0026] In a third aspect, an electronic device is provided, the electronic device comprising a processor, a communication interface, a memory and a communication bus, wherein the processor, the communication interface and the memory communicate with each other via the communication bus;

[0027] Memory, used to store computer programs;

[0028] The processor is used to implement any method step described in the second aspect when executing the program stored in the memory.

[0029] In a fourth aspect, a computer-readable storage medium is provided, wherein a computer program is stored in the computer-readable storage medium, and when the computer program is executed by a processor, any method step described in the second aspect is implemented.

[0030] The present application provides a monitoring system for high-stability trestle construction, the system includes a collection unit, for collecting monitoring data of any fixed pile when each construction stage is completed, and sending the monitoring data to a conveying unit; a conveying unit, for receiving the monitoring data sent by the collection unit, and sending the monitoring data to an analysis unit; an analysis unit, for analyzing the received monitoring data, determining the analysis data of the corresponding construction stage, and comparing the analysis data with the corresponding first construction design data, and determining a first comparison result; according to the first comparison result, the second construction design data is corrected to obtain the corrected target second construction design data, and the target second construction design data is sent to an output unit; the output unit is used to deliver the received target second construction design data to the processor terminal of the corresponding construction stage. The present application can make real-time adjustments according to the actual situation of the construction site to improve the stability of the trestle. BRIEF DESCRIPTION OF THE DRAWINGS

[0031] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings required for use in the embodiments of the present application will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the present application and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other related drawings can be obtained based on these drawings without paying creative work.

[0032] Figure 1 A schematic diagram of the structure of a monitoring system for high-stability trestle construction provided in an embodiment of the present application;

[0033] Figure 2 A flow chart of a monitoring method for high-stability trestle construction provided in an embodiment of the present application;

[0034] Figure 3 A schematic diagram of the structure of an electronic device provided in an embodiment of the present application. DETAILED DESCRIPTION

[0035] The following will be combined with the drawings in the embodiments of the present application to clearly and completely describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments of 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.

[0036] A trestle is a temporary bridge facility built in civil engineering for transporting materials, equipment and personnel. It is divided into wooden trestle and steel trestle according to the materials used. The position of the bridge deck of the trestle is generally determined by the structural size and spatial position of the structure being constructed. In the prior art, the difference between the construction parameters and the design parameters of the trestle is monitored in real time to ensure the overall stability of the trestle. However, the design parameters are not completely correct and need to be adjusted in real time according to the actual situation during the construction phase to improve the stability of the trestle.

[0037] The construction phase of the trestle generally includes the following stages:

[0038] Piling stage: Generally, multiple prepared fixed piles are driven into the corresponding pile foundations at preset intervals. The angle between each fixed pile and the ground is fixed and the underground pile lengths are the same. Before the piling stage, pile foundation construction is also carried out according to design requirements to ensure the bearing capacity and stability of the pile foundation.

[0039] Beam erection stage: install the crossbeam at the corresponding position between the laterally adjacent fixed piles, and fix the crossbeam on the corresponding fixed piles.

[0040] Paving stage: Lay the bridge deck on the beams and fix the bridge deck to the beams.

[0041] Railing installation stage: According to the design requirements, railings are installed on both sides of the bridge deck to ensure the safety of the trestle during use.

[0042] Therefore, the present application proposes a monitoring system for high-stability trestle construction to solve the above-mentioned problems existing in the prior art. The system can be adjusted in real time according to the actual situation during the construction phase to improve the stability of the trestle.

[0043] The preferred embodiments of the present application are described below in conjunction with the drawings in the specification. It should be understood that the preferred embodiments described herein are only used to illustrate and explain the present application, and are not used to limit the present application. In addition, the embodiments and features in the embodiments of the present application may be combined with each other if there is no conflict.

[0044] Figure 1 The structure diagram of a monitoring system for high stability trestle construction provided in the embodiment of the present application is shown in FIG. Figure 1 As shown, the system may include: a collection unit, a transport unit, an analysis unit and an output unit;

[0045] Wherein, the collection unit is electrically connected to the conveying unit; the conveying unit is electrically connected to the analyzing unit; the analyzing unit is electrically connected to the output unit;

[0046] A collection unit, used to collect monitoring data of any fixed pile when each construction stage is completed, and send the monitoring data to the conveying unit;

[0047] Specifically, the acquisition unit may be a unit composed of multiple lasers and / or multiple image acquisition devices. When the acquisition unit is multiple lasers, any laser is installed at a position where it can capture the entirety of the corresponding fixed pile and the ground, so as to collect point cloud data of the fixed pile and the ground, and send it to the conveying unit as monitoring data.

[0048] A transmission unit, used for receiving the monitoring data sent by the collection unit, and sending the monitoring data to the analysis unit;

[0049] An analysis unit is used to analyze the received monitoring data, determine the analysis data of the corresponding construction stage, and compare the analysis data with the corresponding first construction design data to determine a first comparison result; according to the first comparison result, correct the second construction design data to obtain the corrected target second construction design data, and send the target second construction design data to the output unit;

[0050] Specifically, the analysis data is the angle change between the fixed pile and the ground.

[0051] For any fixed pile, the angle change between the fixed pile and the ground is determined based on the image data or point cloud data of each construction stage. For example, the angle between the fixed pile and the ground when the piling stage is completed is determined to be W1, and the angle between the fixed pile and the ground when the beam stage is completed is determined to be W2, and the angle change △W = |W1-W2|.

[0052] In the process of determining the angle between the fixed pile and the ground, due to the unevenness of the construction ground, the collected point cloud data corresponding to the ground needs to be preprocessed to determine the average height a at a distance A around the center point of the fixed pile, the average height b of the point cloud at a distance B around the fixed pile, and the average height c of the point cloud at a distance C around the fixed pile; wherein A is less than B and B is less than C, and the difference between A and B is equal to that between B and C. Among them, if the difference between a and b, and b and c are within the standard deviation range, the plane formed by the point cloud corresponding to height a and height c is taken as the ground, thereby determining the angle between the fixed pile and the ground. If one of the differences between a and b, and b and c is not within the standard deviation range, the average height d of the point cloud at a distance D around the fixed pile is determined, and it is determined whether the difference between d and c is within the standard deviation range. If so, the plane formed by the point cloud corresponding to height a and height d is taken as the ground, thereby determining the angle between the fixed pile and the ground.

[0053] When the acquisition unit is an image acquisition device, it acquires image data of the connection between the fixed pile and the ground, and sends it to the conveying unit as monitoring data. The analysis unit analyzes the image data to determine the angle between the fixed pile and the ground.

[0054] In some embodiments, the monitoring data further includes image data or point cloud data of ground piles fixed on the ground during each construction stage; the image data or point cloud data of the ground piles are processed to determine the length of the ground piles.

[0055] Afterwards, the angle change is compared with the preset angle change to determine a first comparison result; the first comparison result includes: the angle change is qualified, the angle change needs a second determination, and the angle change is unqualified. It can be understood that the first construction design data includes a preset angle change; the preset angle change includes: a first preset angle change and a second preset angle change, wherein the first preset angle change is less than the second preset angle change.

[0056] Specifically, A. if the angle variation is not greater than the first preset angle variation, it indicates that the angle variable is within a reasonable variation range, that is, the angle variation is qualified;

[0057] B. If the angle change is greater than the first preset angle change and not greater than the second preset angle change, it indicates that the angle change is within the range that requires further determination, that is, the angle change requires a second determination;

[0058] C. If the angle variation is greater than the second preset angle variation, it indicates that the angle variation exceeds a reasonable variation range, that is, the angle variation is unqualified.

[0059] The analysis unit is further used to determine the secondary determination result according to the pile length ratio of the above-ground pile length to the underground pile length of the fixed pile when the first comparison result is that the angle change amount needs secondary determination.

[0060] Specifically, the pile length ratio is compared with the preset ratio in the first construction design data:

[0061] If the pile length ratio is not greater than the preset ratio, it indicates that the pile length ratio of the fixed pile is within a reasonable range, which further confirms that the angle variation is qualified;

[0062] If the pile length ratio is greater than the preset ratio, it indicates that the pile length ratio of the fixed pile is not within a reasonable range, and there is a problem in the laying of the fixed piles. It is necessary to determine a new fixed pile spacing based on the pile length ratio.

[0063] Specifically, the difference between the pile length ratio and the preset ratio is calculated, and the spacing correction coefficient corresponding to the difference is determined based on the correspondence between each configured difference and the corresponding spacing correction coefficient.

[0064] The current fixed pile spacing h is corrected by the spacing correction coefficient α to obtain a new fixed pile spacing H (target second construction design data). The correction process can be H=h×(1+α); in general, at least one fixed pile is added between two adjacent fixed piles that have been built so that the degree change of the corresponding fixed pile is qualified.

[0065] The analysis unit is also used to compare the target difference between the angle change and the second preset angle change with the preset difference in the first construction design data to determine the second comparison result when the first comparison result is that the angle change is unqualified.

[0066] If the second comparison result is that the target difference is less than the preset difference, then the target ratio of the target difference to the preset difference is determined; based on the corresponding relationship between the ratio and the adjustment coefficient, the depth adjustment coefficient corresponding to the target ratio is determined, and based on the depth adjustment coefficient, the underground design pile length in the second construction design data is adjusted to obtain the target underground pile length (target second construction design data).

[0067] That is to say, the current situation is that the angle change is unqualified due to the fact that the underground pile length is too short and the exposed ground pile length is too long. Therefore, the underground design pile length l in the second construction design data is corrected according to the depth adjustment coefficient β to obtain the target underground design pile length L; where L = l×(1+β). It can be understood that the underground pile length is the actual pile length measured, and the underground design pile length is the design pile length in the second construction design data; after determining the target design pile length, the difference between the target underground design pile length and the ground pile length is determined, so that the corresponding fixed piles are piled again to make the underground pile length meet the target underground design pile length; in short, the larger the target ratio, the smaller the depth increase.

[0068] If the second comparison result is that the target difference is not less than the preset difference, the reason needs to be determined based on the current construction stage.

[0069] If the construction stage is the beam erection stage, it is determined that the crossbeam does not meet the design standard, and the analysis unit generates first prompt information that the angle change amount is unqualified because the crossbeam does not meet the design standard, and sends the first prompt information to the output unit;

[0070] If the construction stage is the paving stage, it is determined that the connection point between the beam and the bridge deck does not meet the design standards. At this time, based on the line ratio of the connection distance between the fixed pile and the top of the adjacent fixed pile after the bridge deck is connected and the connection distance before the bridge deck is connected, the position of the connection point between the beam and the bridge deck is corrected. The specific correction process can be: if the connection ratio is greater than the preset connection ratio, the connection distance is corrected by the first correction coefficient to obtain the target connection point position. The correction process is to correct the position of the connection point between the beam and the bridge deck at equal distances; if the connection ratio is not greater than the preset connection ratio, the position of the connection point between the beam and the bridge deck is corrected by the second correction coefficient to obtain the target connection point position (target second construction design data). Among them, the first correction coefficient is greater than the second correction coefficient; that is, the greater the increase in the distance between the connection point and the edge of the bridge deck.

[0071] Afterwards, the analysis unit processes and analyzes the corresponding second construction design data and / or first prompt information and sends it to the output unit according to the construction requirements.

[0072] The output unit transmits the received target second construction design data to the processor terminal of the corresponding construction stage.

[0073] The present application provides a monitoring system for high-stability trestle construction, the system includes a collection unit, for collecting monitoring data of any fixed pile when each construction stage is completed, and sending the monitoring data to a conveying unit; a conveying unit, for receiving the monitoring data sent by the collection unit, and sending the monitoring data to an analysis unit; an analysis unit, for analyzing the received monitoring data, determining the analysis data of the corresponding construction stage, and comparing the analysis data with the corresponding first construction design data, and determining a first comparison result; according to the first comparison result, the second construction design data is corrected to obtain the corrected target second construction design data, and the target second construction design data is sent to an output unit; the output unit is used to deliver the received target second construction design data to the processor terminal of the corresponding construction stage. The present application can make real-time adjustments according to the actual situation of the construction site to improve the stability of the trestle.

[0074] Figure 2 The following is a flow chart of a monitoring method for high stability trestle construction provided in an embodiment of the present application. Figure 2 As shown, the method may include:

[0075] Step S210, collecting monitoring data of any fixed pile when each construction stage is completed;

[0076] Step S220: Analyze the monitoring data to determine the analysis data of the corresponding construction stage, and compare the analysis data with the corresponding first construction design data to determine a first comparison result; according to the first comparison result, correct the second construction design data to obtain corrected target second construction design data;

[0077] Step S230: delivering the target second construction design data to the processing terminal of the corresponding construction stage.

[0078] The present application also provides an electronic device, such as Figure 3 As shown, it includes a processor 310 , a communication interface 320 , a memory 330 and a communication bus 340 , wherein the processor 310 , the communication interface 320 , and the memory 330 communicate with each other via the communication bus 340 .

[0079] Memory 330, for storing computer programs;

[0080] The processor 310 is used to execute the program stored in the memory 330 to implement the following steps:

[0081] Collect monitoring data of any fixed pile at the completion of each construction stage;

[0082] Analyze the monitoring data to determine the analysis data of the corresponding construction stage, and compare the analysis data with the corresponding first construction design data to determine a first comparison result; according to the first comparison result, correct the second construction design data to obtain corrected target second construction design data;

[0083] The target second construction design data is transmitted to the processor terminal of the corresponding construction stage.

[0084] The communication bus mentioned above can be a Peripheral Component Interconnect (PCI) bus or an Extended Industry Standard Architecture (EISA) bus, etc. The communication bus can be divided into an address bus, a data bus, a control bus, etc. For ease of representation, only one thick line is used in the figure, but it does not mean that there is only one bus or one type of bus.

[0085] The communication interface is used for communication between the above electronic device and other devices.

[0086] The memory may include a random access memory (RAM) or a non-volatile memory (NVM), such as at least one disk memory. Optionally, the memory may also be at least one storage device located away from the aforementioned processor.

[0087] The above-mentioned processor can be a general-purpose processor, including a central processing unit (CPU), a network processor (NP), etc.; it can also be a digital signal processor (DSP), an application specific integrated circuit (ASIC), a field programmable gate array (FPGA) or other programmable logic devices, discrete gate or transistor logic devices, discrete hardware components.

[0088] The implementation methods and beneficial effects of the components of the electronic device in the above embodiments to solve the problems can be seen in Figure 2 The various steps in the illustrated embodiment are implemented, therefore, the specific working process and beneficial effects of the electronic device provided by the embodiment of the present application are not repeated here.

[0089] In another embodiment provided in the present application, a computer-readable storage medium is provided, in which instructions are stored. When the computer-readable storage medium is executed on a computer, the computer executes a monitoring method for high-stability pier construction described in any of the above embodiments.

[0090] In another embodiment provided in the present application, a computer program product including instructions is also provided. When the computer program product is executed on a computer, the computer executes a monitoring method for high-stability trestle construction described in any one of the above embodiments.

[0091] Those skilled in the art will appreciate that the embodiments in the present application may be provided as methods, systems, or computer program products. Therefore, the present application may adopt a complete hardware embodiment, a complete software embodiment, or a form of an embodiment combining software and hardware. Moreover, the present application may adopt a form of a computer program product implemented on one or more computer-usable storage media (including but not limited to disk storage, CD-ROM, optical storage, etc.) containing computer-usable program code.

[0092] The embodiments of the present application are described with reference to the flowcharts and / or block diagrams of the methods, devices (systems), and computer program products according to the embodiments of the present application. It should be understood that each process and / or box in the flowchart and / or block diagram, as well as the combination of the processes and / or boxes in the flowchart and / or block diagram, can be implemented by computer program instructions. These computer program instructions can be provided to a processor of a general-purpose computer, a special-purpose computer, an embedded processor, or other programmable data processing device to generate a machine, so that the instructions executed by the processor of the computer or other programmable data processing device generate instructions for implementing the processes in the flowchart. Figure 1 A process or multiple processes and / or boxes Figure 1 A device that provides the functions specified in a block or multiple blocks.

[0093] These computer program instructions may also be stored in a computer readable memory capable of directing a computer or other programmable data processing device to operate in a specific manner, so that the instructions stored in the computer readable memory produce an article of manufacture including an instruction device, which implements the process Figure 1 A process or multiple processes and / or boxes Figure 1 A function specified in one or more boxes.

[0094] These computer program instructions can also be loaded onto a computer or other programmable data processing device so that a series of operating steps are executed on the computer or other programmable device to produce a computer-implemented process, thereby providing instructions for implementing the process. Figure 1A process or multiple processes and / or boxes Figure 1 The steps for the functions specified in one or more boxes.

[0095] Although the preferred embodiments of the present application have been described, those skilled in the art may make additional changes and modifications to these embodiments once they are aware of the basic creative concepts. Therefore, the present application embodiments are intended to be interpreted as including the preferred embodiments and all changes and modifications that fall within the scope of the present application embodiments.

[0096] Obviously, those skilled in the art can make various changes and modifications to the embodiments in the present application without departing from the spirit and scope of the embodiments in the present application. Thus, if these modifications and variations of the embodiments in the present application are within the scope of the embodiments in the present application and their equivalents, the embodiments in the present application are also intended to include these modifications and variations.

Claims

1. A monitoring system for high stability trestle construction, characterized in that: The system comprises: a collection unit, a conveying unit, an analysis unit and an output unit; The collection unit is used to collect monitoring data of any fixed pile when each construction stage is completed, and send the monitoring data to the conveying unit; The transmission unit is used to receive the monitoring data sent by the collection unit and send the monitoring data to the analysis unit; The analysis unit is used to analyze the received monitoring data, determine the analysis data of the corresponding construction stage, and compare the analysis data with the corresponding first construction design data to determine a first comparison result; according to the first comparison result, correct the second construction design data to obtain the corrected target second construction design data, and send the target second construction design data to the output unit; The output unit is used to transmit the received target second construction design data to the processing terminal of the corresponding construction stage.

2. The system according to claim 1, characterized in that The monitoring data includes image data or point cloud data between the fixed pile and the ground in each construction stage; The analysis unit is specifically used for: For any fixed pile, analysis data is determined based on the image data or point cloud data of each construction stage, wherein the analysis data is the angle change between the fixed pile and the ground; The angle change is compared with a preset angle change in the first construction design data to determine a first comparison result; the first comparison result includes: the angle change is qualified, the angle change requires secondary determination, and the angle change is unqualified.

3. The system according to claim 2, characterized in that The monitoring data also includes image data or point cloud data of the ground piles fixed on the ground during each construction stage; The analysis unit is further configured to determine a secondary determination result according to a pile length ratio of an above-ground pile length to an underground pile length of the fixed pile when the first comparison result is an angle change amount requiring secondary determination, wherein the above-ground pile length is determined according to image data or point cloud data of the above-ground pile.

4. The system according to claim 3, characterized in that The analysis unit is further configured to determine a new fixed pile spacing according to the pile length ratio when the secondary determination result is that the pile length ratio is greater than a preset ratio in the first construction design data.

5. The system according to claim 4, characterized in that The analyzing unit determines a new fixed pile spacing according to the secondary determination result, including: Determining a spacing correction coefficient based on a difference between the pile length ratio and the preset ratio; The current fixed pile spacing is corrected by the spacing correction coefficient to obtain a new fixed pile spacing.

6. The system according to claim 2, characterized in that The preset angle variation includes a first preset angle variation and a second preset angle variation; wherein the first preset angle variation is smaller than the second preset angle variation; The analysis unit is further used to determine a second comparison result by comparing a target difference between the angle change and a second preset angle change with a preset difference in the first construction design data when the first comparison result is that the angle change is unqualified.

7. The system according to claim 6, characterized in that The analysis unit is further used to determine a depth adjustment coefficient based on a target ratio of the target difference to the preset difference if the second comparison result is that the target difference is less than the preset difference, and to adjust the underground design pile length in the second construction design data based on the depth adjustment coefficient to obtain the target underground design pile length.

8. A monitoring method for high stability trestle construction, characterized in that: The method comprises: Collect monitoring data of any fixed pile at the completion of each construction stage; Analyze the monitoring data to determine the analysis data of the corresponding construction stage, and compare the analysis data with the corresponding first construction design data to determine a first comparison result; according to the first comparison result, correct the second construction design data to obtain corrected target second construction design data; The target second construction design data is transmitted to the processing terminal of the corresponding construction stage.

9. An electronic device, characterized in that: The electronic device comprises a processor, a communication interface, a memory and a communication bus, wherein the processor, the communication interface and the memory communicate with each other via the communication bus; Memory, used to store computer programs; The processor is used to implement the method steps described in claim 8 when executing the program stored in the memory.

10. A computer-readable storage medium, characterized in that: The computer-readable storage medium stores a computer program, and when the computer program is executed by a processor, the method steps of claim 8 are implemented.

Images