Structure optimization system of wind-load-resistant hydraulic creeping formwork system

Abstract

The invention discloses a structure optimization system of a wind-load-resistant hydraulic climbing formwork system. The structure optimization system comprises a data acquisition module used for acquiring state data of the hydraulic climbing formwork system in real time; the data processing module is electrically connected with the data acquisition module and is used for preprocessing the acquired data, generating an unbalance loading detection result, calculating the expansion amount of the hydraulic cylinder and generating primary logic of a control instruction; the control terminal module is used for coordinating the work of each module, executing a control algorithm and realizing man-machine interaction; the hydraulic control module is electrically connected with a hydraulic control system in the hydraulic creeping formwork system to adjust the expansion amount of a hydraulic cylinder; the dynamic unbalance loading response module is used for controlling intervention and quit of the hydraulic cylinder group; the hydraulic cylinders on the hydraulic climbing layer are the hydraulic cylinder sets and are divided into the first hydraulic cylinders and the second hydraulic cylinders, the first hydraulic cylinders are responsible for conventional climbing, the second hydraulic cylinders provide auxiliary supporting during unbalance loading, and the problems that the hydraulic climbing formwork system is prone to being affected by wind loads, the unbalance loading phenomenon occurs, and construction safety and quality are affected are solved.

Description

Technical Field

[0001] The present invention relates to the technical field of hydraulic climbing formwork, and particularly to a structural optimization system for a wind load-resistant hydraulic climbing formwork system. Background Art

[0002] The hydraulic climbing formwork system is a formwork system widely used in the construction of high-rise buildings, bridge piers, etc. It has the advantages of high automation and high construction efficiency. However, during the actual construction process, the hydraulic climbing formwork system is easily affected by wind loads, resulting in uneven loading phenomena, which affect construction safety and quality. Specifically, the action of strong winds may cause the formwork system to tilt, which not only affects construction accuracy but also may trigger serious safety accidents; long-term wind-induced vibration will accelerate the fatigue damage of key components such as hydraulic cylinders and support rods, shortening the service life of the equipment; the traditional hydraulic climbing formwork system lacks the ability of active wind resistance and relies on manual monitoring and adjustment frequently. This not only has low efficiency but also increases labor costs and safety risks. In the prior art, in order to enhance the wind resistance ability of the hydraulic climbing formwork system, methods such as increasing counterweights or rigid reinforcement are mostly adopted. However, although these methods improve the stability of the system to a certain extent, they also bring problems such as increased weight and insufficient flexibility, restricting the application range of the hydraulic climbing formwork system. Summary of the Invention

[0003] The embodiment of the present invention provides a structural optimization system for a wind load-resistant hydraulic climbing formwork system. By setting a data acquisition module on the hydraulic climbing layer to monitor the state data on the climbing formwork system in real time, and then calculating the uneven loading situation on the hydraulic climbing layer. At the same time, the single-cylinder structure climbing hydraulic cylinder is replaced with a double-cylinder structure of a hydraulic cylinder group to divide the uneven loading situation. When the local first hydraulic cylinder has an uneven loading situation, the second hydraulic cylinder is used to work together for pressure division, realizing the dynamic balance of the hydraulic climbing formwork system, and solving the problem that the hydraulic climbing formwork system is easily affected by wind loads, resulting in uneven loading phenomena, which affect construction safety and quality.

[0004] A structural optimization system for a wind load-resistant hydraulic climbing formwork system includes a guide rail, the guide rail is fixed to the wall through an attached wall seat, and a hydraulic climbing layer is slidably connected to the guide rail. This structural optimization system includes a data acquisition module, a data processing module, a control terminal module, a hydraulic control module, and a dynamic uneven loading response module;

[0005] The data acquisition module is used to collect the state data of the hydraulic climbing formwork system in real time, including pressure, displacement, and inclination information;

[0006] The data processing module is electrically connected to the data acquisition module and is used to preprocess the collected data, generate an uneven loading detection result and calculate the telescopic amount of the hydraulic cylinder, and generate the primary logic of the control instruction;

[0007] The control terminal module is used to coordinate the work of each module, execute control algorithms, and achieve human-computer interaction;

[0008] The hydraulic control module is electrically connected to the hydraulic control system in the hydraulic climbing formwork system, and adjusts the telescopic amount of the hydraulic cylinder according to the instructions of the control terminal module to achieve the dynamic balance of the hydraulic climbing formwork system;

[0009] The dynamic partial load response module is used to control the intervention and withdrawal of the hydraulic cylinder group, and balance the response speed and energy consumption;

[0010] The hydraulic cylinders on the hydraulic climbing layer are a hydraulic cylinder group, which is divided into a first hydraulic cylinder and a second hydraulic cylinder. The first hydraulic cylinder is responsible for normal climbing, and the second hydraulic cylinder provides auxiliary support under partial load.

[0011] Further, an upper reversing box and a lower reversing box are arranged between the hydraulic climbing layer and the track. The upper reversing box and the lower reversing box are provided with side plates extending in the same direction on the opposite sides. The first hydraulic cylinder and its output shaft end are respectively hinged to the upper reversing box and the lower reversing box. The second hydraulic cylinder is arranged in parallel on one side of the first hydraulic cylinder. The first hydraulic cylinder and the second hydraulic cylinder are fixedly connected together by two pipe clamps. The lengths of the two hydraulic cylinders are the same, and the lengths of their telescopic rods after full extension are the same. The end of the second hydraulic cylinder away from the output shaft is hinged to the side plate of the upper reversing box, and a contact plate is arranged at the end of its output shaft.

[0012] Further, a solenoid valve is arranged in the hydraulic circuit of the second hydraulic cylinder, and the solenoid valve is electrically connected to the dynamic partial load response module.

[0013] Further, the data acquisition module includes a sensor network composed of a number of pressure sensors, inclination sensors and displacement sensors, where:

[0014] The pressure sensor is integrated at the connection between the first hydraulic cylinder / second hydraulic cylinder steel and the upper reversing box to real-time monitor the support point pressure value;

[0015] The inclination sensor is installed at the four corners of the platform of the hydraulic climbing layer to measure the X / Y axis inclination angle;

[0016] The displacement sensor is embedded on one side of the end of the output shafts of the first hydraulic cylinder and the second hydraulic cylinder to monitor the actual telescopic amount of the hydraulic cylinder.

[0017] Further, the data processing module includes a data preprocessing unit, a partial load detection unit and a telescopic amount calculation unit, where:

[0018] The data preprocessing unit is used to filter and normalize the sensor data;

[0019] The partial load detection unit is used to calculate the comprehensive partial load amount and determine whether it exceeds the threshold;

[0020] The telescopic amount calculation unit calculates the telescopic amounts of the first hydraulic cylinder and the second hydraulic cylinder according to the partial load detection result;

[0021] After the data processing is completed, the partial load status label and the initial value of the telescopic amount command are output.

[0022] Furthermore, the control terminal module includes an embedded controller, a mode switching decision tree, and a human-computer interaction unit, where:

[0023] The embedded controller is used to run the control algorithm;

[0024] The mode switching decision tree is used to define a three-level response mode, including normal, auxiliary, and emergency, and switches the mode according to the comprehensive partial load amount and the system status;

[0025] The human-computer interaction unit is used to provide real-time data display, parameter setting, and alarm prompt;

[0026] The control terminal module outputs the final control instructions, including the telescopic amount of the target hydraulic cylinder and the opening degree of the hydraulic valve.

[0027] Furthermore, the hydraulic control module includes a telescopic amount correction unit, and the telescopic amount correction unit receives the actual telescopic amount transmitted back by the displacement sensor for compensation and correction.

[0028] Furthermore, the dynamic partial load response module includes a real-time data fusion unit, an adaptive control strategy unit, and an energy-saving management unit, where:

[0029] The real-time data fusion unit is used to fuse the data of multiple sensors, generate a partial load trend prediction, and at the same time use Kalman filtering to eliminate noise and improve the detection reliability;

[0030] The adaptive control strategy includes an intervention stage and an exit stage. In the intervention stage, feedback compliance control is used to shorten the response delay. In the exit stage, an exponential decay algorithm is used to avoid hydraulic shock;

[0031] The energy-saving management unit is used to control the second hydraulic cylinder to switch to the low-pressure circulation mode when it is on standby, and the solenoid valve is automatically locked to prevent internal leakage.

[0032] The beneficial effects of the above technical solutions provided by the embodiments of the present invention at least include:

[0033] Through modular design and intelligent control algorithms, the hydraulic climbing formwork system achieves rapid response and efficient adjustment under dynamic eccentric loads. The system includes a data acquisition module, a data processing module, a control terminal module, a hydraulic control module, and a dynamic eccentric load response module. Each module works in coordination to ensure the stability and safety of the system under complex working conditions. Specifically, a design with double hydraulic cylinders is adopted. The first hydraulic cylinder bears the main load, and the second hydraulic cylinder serves as an auxiliary support cylinder, which is only activated under eccentric loads. The second hydraulic cylinder is controlled by a solenoid valve to ensure that it does not interfere with the operation of the first hydraulic cylinder when there is no eccentric load. Various sensors on the hydraulic climbing layer continuously monitor the status data of the climbing formwork system. Then, the data processing module calculates the eccentric load situation on the hydraulic climbing layer and obtains the final telescopic amount command. When there is an eccentric load on a local first hydraulic cylinder, the second hydraulic cylinder is used to work together for pressure sharing, achieving the dynamic balance of the hydraulic climbing formwork system and reducing the pressure on a single hydraulic cylinder under eccentric load conditions.

[0034] Other features and advantages of the present invention will be described in the following specification, and, in part, will be obvious from the specification, or will be understood by implementing the present invention. The objectives and other advantages of the present invention can be realized and obtained by the structures specifically pointed out in the written specification, claims, and drawings.

[0035] The following will further describe the technical solutions of the present invention in detail through the drawings and embodiments. Brief Description of the Drawings

[0036] The drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation to the present invention. In the drawings:

[0037] Figure 1 is a schematic structural diagram of the hydraulic climbing formwork system disclosed in the embodiment of the present invention;

[0038] Figure 2 is a schematic structural diagram of the hydraulic cylinder group disclosed in the embodiment of the present invention;

[0039] Figure 3 is a communication block diagram of the structure optimization system disclosed in the embodiment of the present invention.

[0040] Reference Signs:

[0041] 10. Wall; 11. Wall-mounted seat; 12. Guide rail; 13. Upper reversing box; 14. Lower reversing box; 15. Hydraulic cylinder group; 1501. First hydraulic cylinder; 1502. Second hydraulic cylinder; 1503. Contact plate; 15. Hydraulic climbing layer; 20. Data acquisition module; 21. Pressure sensor; 22. Inclination sensor; 23. Displacement sensor; 30. Data processing module; 31. Data preprocessing unit; 32. Offload detection unit; 33. Telescopic amount calculation unit; 40. Control terminal module; 41. Embedded controller; 42. Mode switching decision tree; 43. Human-machine interaction unit; 50. Hydraulic control module; 51. Telescopic amount correction unit; 60. Dynamic offload response module; 61. Real-time data fusion unit; 62. Adaptive control strategy unit; 63. Energy-saving management unit. Detailed implementation manners

[0042] The exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. Although the exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure can be implemented in various forms and should not be limited by the embodiments set forth herein. On the contrary, these embodiments are provided so that the present disclosure can be more thoroughly understood and the scope of the present disclosure can be fully conveyed to those skilled in the art.

[0043] An embodiment of the present invention provides a structural optimization system for a wind-load-resistant hydraulic climbing formwork system, including a data acquisition module 20, a data processing module 30, a control terminal module 40, a hydraulic control module 50, and a dynamic offload response module 60. The system obtains the state data of the hydraulic climbing layer 15 in real time through the data acquisition module 20, including the pressure values of each support point, the inclination angle of the formwork system, and the telescopic amount of the hydraulic cylinder. The data processing module 30 calculates the comprehensive offload amount based on these data and determines whether it exceeds the pressure threshold of the first hydraulic cylinder 1501. When the offload amount exceeds the threshold, the system starts the second hydraulic cylinder 1502 through the dynamic offload response module 60 to share the pressure of the first hydraulic cylinder 1501 and ensure the dynamic balance of the system. The system realizes the precise control of the hydraulic cylinder by docking with the hydraulic control system in the hydraulic climbing formwork system, effectively coping with the offload problems caused by wind loads and uneven concrete pouring.

[0044] As Figure 1 shown, the hydraulic climbing formwork system includes a guide rail 12, and the guide rail 12 is fixed to the wall 10 through a wall-mounted seat 11. The hydraulic climbing layer 15 is slidably arranged on the guide rail 12. At the same time, an upper reversing box 13 and a lower reversing box 14 are arranged between the hydraulic climbing layer 15 and the guide rail 12, and a hydraulic cylinder is arranged between the upper and lower reversing boxes 14. In this application, the hydraulic cylinder on the hydraulic climbing layer 15 is a hydraulic cylinder group 15.

[0045] Embodiment 1

[0046] AsFigure 2 As shown, the hydraulic cylinder group 15 is the first hydraulic cylinder 1501 and the second hydraulic cylinder 1502 arranged in parallel. The first hydraulic cylinder 1501 is the main support cylinder, bearing the main load, and the second hydraulic cylinder 1502 is the auxiliary support cylinder, which is only activated under eccentric load.

[0047] In this embodiment, an upper reversing box 13 and a lower reversing box 14 are arranged between the hydraulic climbing layer 15 and the track. On the opposite sides of the upper reversing box 13 and the lower reversing box 14, there are side plates extending in the same direction. The first hydraulic cylinder 1501 and its output shaft end are respectively hinged to the upper reversing box 13 and the lower reversing box 14. The second hydraulic cylinder 1502 is arranged in parallel on one side of the first hydraulic cylinder 1501. The first hydraulic cylinder 1501 and the second hydraulic cylinder 1502 are fixedly connected together by two pipe clamps. The two hydraulic cylinders have the same length, and the fully extended lengths of their telescopic rods are the same. The end of the second hydraulic cylinder 1502 away from the output shaft is hinged to the side plate of the upper reversing box 13, and a contact plate 1503 is arranged at its output shaft end. The loading of the second hydraulic cylinder 1502 is realized by using these contact plates 1503, and the second hydraulic cylinder 1502 is not directly connected to the lower reversing box 14, so as not to interfere with the operation of the first hydraulic cylinder 1501 when there is no eccentric load.

[0048] It should be noted that a solenoid valve is arranged in the hydraulic circuit of the second hydraulic cylinder 1502. The solenoid valve is electrically connected to the dynamic eccentric load response module 60. By controlling the opening and closing of the solenoid valve here, the second hydraulic cylinder 1502 is only opened under eccentric load.

[0049] Embodiment Two

[0050] As Figure 3 shown, the data acquisition module 20 is used to collect the state data of the hydraulic climbing formwork system in real time, including pressure, displacement and inclination information. Specifically, the data acquisition module 20 includes a sensor network composed of a number of pressure sensors 21, inclination sensors 22 and displacement sensors 23, where:

[0051] The pressure sensor 21 adopts a high-precision strain gauge type pressure sensor 21, which is integrated at the connection between the steel of the first hydraulic cylinder 1501 / second hydraulic cylinder 1502 and the upper reversing box 13 to monitor the pressure value of the support point in real time.

[0052] The inclination sensor 22 adopts a biaxial inclination sensor 22, which is installed at the four corners of the platform of the hydraulic climbing layer 15 and can measure the inclination angles of the platform in the X-axis and Y-axis directions simultaneously.

[0053] The displacement sensor 23 adopts a magnetostrictive displacement sensor 23, which has high precision and high reliability and is embedded on one side of the end of the output shafts of the first hydraulic cylinder 1501 and the second hydraulic cylinder 1502 to monitor the actual telescopic amount of the hydraulic cylinders.

[0054] Embodiment III

[0055] In this embodiment, the data processing module 30 is electrically connected to the data acquisition module 20 and is used for preprocessing the acquired data to generate an offload detection result and calculate the telescopic amount of the hydraulic cylinder, and generate the primary logic of the control instruction.

[0056] Specifically, the data processing module 30 includes a data preprocessing unit 31, an offload detection unit 32, and a telescopic amount calculation unit 33, where:

[0057] The data preprocessing unit 31 is used for filtering and normalizing the sensor data to normalize each data value to the same dimension for subsequent calculation.

[0058] It should be noted that the inclination angle should be made absolute, and the absolute value of the inclination angle is calculated to facilitate judging the inclination direction.

[0059] In this embodiment, the offload detection unit 32 is used for calculating the comprehensive offload amount and judging whether it exceeds the threshold. The implementation logic of the offload algorithm is as follows:

[0060] 1. Normalize the pressure value;

[0061] 2. Calculate the absolute value of the inclination angle;

[0062] 3. Calculate the deviation between the pressure value of each hydraulic cylinder and the average pressure;

[0063] 4. Calculate the weight coefficient according to the inclination angle;

[0064] 5. Calculate the Euclidean norm of the pressure deviation;

[0065] 6. Identify the offload direction.

[0066] In Algorithm Optimization Embodiment I, sliding window average filtering is performed on the sensor data to reduce noise interference.

[0067] In Algorithm Optimization Embodiment II, the offload threshold is dynamically adjusted according to the construction environment to improve the adaptability of the algorithm.

[0068] In Algorithm Optimization Embodiment III, a machine learning model (such as a support vector machine or a neural network) is introduced to classify and predict the offload pattern.

[0069] This offload detection algorithm can quickly and accurately judge whether the hydraulic climbing formwork system has an offload and identify the offload direction through the comprehensive calculation of pressure, inclination angle, and displacement data. This algorithm has the following advantages: it combines multi-sensor data to improve the detection accuracy; it responds quickly and calculates the offload amount in real time to ensure the rapid adjustment of the system; it has strong self-adaptability and can dynamically adjust parameters according to the construction environment to adapt to different working conditions.

[0070] Further, the telescopic amount calculation unit 33 calculates the telescopic amounts of the first hydraulic cylinder 1501 and the second hydraulic cylinder 1502 according to the partial load detection result.

[0071] If the calculated comprehensive partial load amount is less than or equal to the default threshold value, only the first hydraulic cylinder 1501 works, and its target telescopic amount is directly calculated by the climbing instruction. When the comprehensive partial load amount is greater than the default threshold value, the following steps are taken to adjust to achieve the coordinated telescoping of the two cylinders:

[0072] Calculation of the telescopic amount of the second hydraulic cylinder 1502: The intervention amount of the second hydraulic cylinder 1502 = gain coefficient * (comprehensive partial load amount - default threshold value).

[0073] Further, after the data processing is completed, the partial load status label and the initial value of the telescopic amount instruction are output.

[0074] Embodiment 4

[0075] The control terminal module 40 includes an embedded controller 41, a mode switching decision tree 42, and a human-machine interaction unit 43, where:

[0076] The embedded controller 41 is used to run the control algorithm, which is the fuzzy PID algorithm here:

[0077] Inputs: partial load amount, pressure difference between the first hydraulic cylinder 1501 / the second hydraulic cylinder 1502, inclination change rate;

[0078] Output: correction value of the telescopic amount of the hydraulic cylinder.

[0079] The mode switching decision tree 42 is used to define a three-level response mode, including normal, auxiliary, and emergency, and switches the mode according to the comprehensive partial load amount and the system state;

[0080] The human-machine interaction unit 43 is used to provide real-time data display, parameter setting, and alarm prompt, and at the same time supports the description of manual adjustment, such as the default threshold value and response speed.

[0081] Embodiment 5

[0082] The hydraulic control module 50 is electrically connected to the hydraulic control system in the hydraulic climbing formwork system, and adjusts the telescopic amount of the hydraulic cylinder according to the instruction of the control terminal module 40 to achieve the dynamic balance of the hydraulic climbing formwork system;

[0083] The hydraulic control module 50 includes a telescopic amount correction unit 51. The telescopic amount correction unit 51 receives the actual telescopic amount transmitted back by the displacement sensor 23 for compensation correction. The specific steps are as follows:

[0084] Step 1, data acquisition and deviation calculation, receive the target telescopic amount from the control terminal module, monitor the actual telescopic amount of the hydraulic cylinder in real time through the displacement sensor, and calculate the deviation value between the two;

[0085] Step 2, deviation judgment: Set the allowable deviation range and conduct deviation judgment. When the deviation value is less than or equal to the deviation range, it is considered that the hydraulic cylinder has reached the target position and no correction is required. When the deviation value is greater than the deviation range, enter the compensation correction process;

[0086] Step 3, compensation correction process: Calculate the correction amount using proportional control, that is: correction amount = proportional coefficient * deviation value, where the default value of the proportional coefficient is 0.5. Further, output a correction instruction to the hydraulic control system to adjust the telescopic amount of the target hydraulic cylinder;

[0087] Step 4, feedback and iteration: Receive the actual telescopic amount in real time, and repeat Steps 1 to 3 until the deviation value is less than or equal to the deviation range;

[0088] Parameter description: The proportional coefficient can be adjusted according to the dynamic characteristics of the system. The larger the proportional coefficient, the faster the correction speed, but it may cause oscillation. The smaller the proportional coefficient, the slower the correction speed, but it is more stable.

[0089] Embodiment 6

[0090] The dynamic partial load response module 60 is used to control the rapid intervention and withdrawal of the hydraulic cylinder group 15, balance the response speed and energy consumption. The dynamic partial load response module 60 includes a real-time data fusion unit 61, an adaptive control strategy unit 62, and an energy-saving management unit 63, where:

[0091] The real-time data fusion unit 61 is used to fuse the data of multiple sensors, generate a prediction of the partial load trend, and at the same time use Kalman filtering to eliminate noise and improve the detection reliability;

[0092] The adaptive control strategy includes an intervention stage and an exit stage. In the intervention stage, feedback compliance control is used to shorten the response delay. In the exit stage, an exponential decay algorithm is used to avoid hydraulic shock;

[0093] The energy-saving management unit 63 is used to control the second hydraulic cylinder 1502 to switch to the low-pressure circulation mode when it is on standby, and the solenoid valve is automatically locked to prevent internal leakage.

[0094] It should be understood that the specific order or hierarchy of steps in the disclosed process is an example of an exemplary method. Based on design preferences, it should be understood that the specific order or hierarchy of steps in the process can be rearranged without departing from the protection scope of the present disclosure. The appended method claims present the elements of various steps in an exemplary order and are not intended to be limited to the specific order or hierarchy described.

[0095] In the foregoing detailed description, various features are combined in a single embodiment to simplify the present disclosure. This method of disclosure should not be interpreted as reflecting an intention that the embodiments of the claimed subject matter require more features than are expressly recited in each claim. On the contrary, as reflected in the appended claims, the invention lies in less than all of the features of a single disclosed embodiment. Accordingly, the appended claims are hereby expressly incorporated into the detailed description, with each claim standing on its own as a separate preferred embodiment of the invention.

[0096] Those skilled in the art should also understand that the various illustrative logical blocks, modules, circuits, and algorithm steps described in connection with the embodiments herein can be implemented as electronic hardware, computer software, or combinations thereof. To clearly illustrate the interchangeability of hardware and software, the various illustrative components, blocks, modules, circuits, and steps have been generally described in terms of their functionality. Whether such functionality is implemented as hardware or software depends upon the particular application and design constraints imposed on the overall system. Skilled artisans may implement the described functionality in a variety of ways for each particular application, but such implementation decisions should not be interpreted as departing from the scope of the present disclosure.

[0097] The steps of a method or algorithm described in connection with the embodiments herein may be embodied directly in hardware, in a software module executed by a processor, or in a combination thereof. The software modules may be located in RAM memory, flash memory, ROM memory, EPROM memory, EEPROM memory, registers, a hard disk, a removable disk, a CD-ROM, or any other form of storage medium well known in the art. An exemplary storage medium is coupled to the processor such that the processor can read information from, and write information to, the storage medium. Of course, the storage medium may also be integral to the processor. The processor and the storage medium may be located in an ASIC. The ASIC may be located in a user terminal. Of course, the processor and the storage medium may also exist as discrete components in a user terminal.

[0098] For a software implementation, the techniques described in this application can be implemented using modules (e.g., procedures, functions, etc.) that perform the functions described in this application. These software codes can be stored in a memory unit and executed by a processor. The memory unit may be implemented within the processor or outside the processor, and in the latter case, it is coupled to the processor in a communication manner by various means, which are well known in the art.

[0099] The foregoing description includes examples of one or more embodiments. Of course, it is not possible to describe all possible combinations of components or methods for the purpose of describing the above embodiments, but those of ordinary skill in the art should recognize that the various embodiments can be further combined and arranged. Accordingly, the embodiments described herein are intended to cover all such changes, modifications, and variations that fall within the scope of the appended claims. In addition, with respect to the term "comprising" as used in the specification or claims, that term is inclusive in a manner similar to the term "including," as that term is interpreted when used as a transitional word in a claim. Further, any use of the term "or" in the specification or claims is to be meant "non-exclusive or."

Claims

1. A structural optimization system for a wind-resistant hydraulic climbing formwork system, comprising a guide rail (12), the guide rail (12) is fixed to a wall body (10) through an attached wall base (11), and a hydraulic climbing layer (15) is slidably connected to the guide rail (12), characterized in that, Comprising: A data acquisition module (20), a data processing module (30), a control terminal module (40), a hydraulic control module (50), and a dynamic partial load response module (60); The data acquisition module (20) is used to collect the status data of the hydraulic climbing formwork system in real time, including pressure, displacement, and inclination information; The data processing module (30), electrically connected to the data acquisition module (20), is used to preprocess the collected data, generate a partial load detection result and calculate the telescopic amount of the hydraulic cylinder, and generate the primary logic of the control instruction; The control terminal module (40) is used to coordinate the work of each module, execute the control algorithm, and achieve human-computer interaction; The hydraulic control module (50), electrically connected to the hydraulic control system in the hydraulic climbing formwork system, adjusts the telescopic amount of the hydraulic cylinder according to the instruction of the control terminal module (40) to achieve the dynamic balance of the hydraulic climbing formwork system; The dynamic partial load response module (60) is used to control the intervention and withdrawal of the hydraulic cylinder group (15), and balance the response speed and energy consumption; The hydraulic cylinders on the hydraulic climbing layer (15) are the hydraulic cylinder group (15), which is divided into a first hydraulic cylinder (1501) and a second hydraulic cylinder (1502). The first hydraulic cylinder (1501) is responsible for normal climbing, and the second hydraulic cylinder (1502) provides auxiliary support under partial load.

2. The structural optimization system of a wind-resistant hydraulic climbing formwork system according to claim 1, characterized in that, An upper reversing box (13) and a lower reversing box (14) are arranged between the hydraulic climbing layer (15) and the track. The upper reversing box (13) and the lower reversing box (14) are provided with side plates extending in the same direction on the opposite sides. The first hydraulic cylinder (1501) and its output shaft end are respectively hinged to the upper reversing box (13) and the lower reversing box (14). The second hydraulic cylinder (1502) is arranged in parallel on one side of the first hydraulic cylinder (1501). The first hydraulic cylinder (1501) and the second hydraulic cylinder (1502) are fixedly connected together by two pipe clamps. The lengths of the two hydraulic cylinders are the same, and the lengths of their telescopic rods after full extension are the same. The end of the second hydraulic cylinder (1502) far from the output shaft is hinged to the side plate of the upper reversing box (13), and a contact plate (1503) is arranged at its output shaft end.

3. The structural optimization system of a wind-resistant hydraulic climbing formwork system according to claim 2, characterized in that, A solenoid valve is arranged in the hydraulic circuit of the second hydraulic cylinder (1502), and the solenoid valve is electrically connected to the dynamic partial load response module (60).

4. The structural optimization system of a wind-resistant hydraulic climbing formwork system according to claim 2, characterized in that The data acquisition module (20) includes a sensor network composed of a plurality of pressure sensors (21), inclination sensors (22), and displacement sensors (23), where: The pressure sensor (21) is integrated at the connection between the first hydraulic cylinder (1501) / second hydraulic cylinder (1502) steel and the upper reversing box (13) to monitor the support point pressure value in real time; The inclination sensor (22) is installed at the four corners of the platform of the hydraulic climbing layer (15) to measure the X / Y axis inclination angle; The displacement sensor (23) is embedded on one side of the end of the output shafts of the first hydraulic cylinder (1501) and the second hydraulic cylinder (1502) to monitor the actual telescopic amount of the hydraulic cylinder.

5. The structural optimization system of an anti-wind-load hydraulic climbing formwork system according to claim 1, characterized in that, The data processing module (30) includes a data pre-processing unit (31), an eccentric load detection unit (32) and an expansion / contraction amount calculation unit (33), wherein: The data pre-processing unit (31) is used to filter and normalize the sensor data; The eccentric load detection unit (32) is used to calculate the comprehensive eccentric load amount and determine whether it exceeds a threshold value; The telescopic amount calculation unit (33) calculates the telescopic amounts of the first hydraulic cylinder (1501) and the second hydraulic cylinder (1502) according to the eccentric load detection result; After data processing is completed, the eccentric load status label and the initial value of the telescopic amount instruction are output.

6. The structural optimization system of a wind-resistant hydraulic climbing formwork system according to claim 5, characterized in that The control terminal module (40) includes an embedded controller (41), a mode switching decision tree (42) and a human-computer interaction unit (43), wherein: The embedded controller (41) is used to run the control algorithm; The mode switching decision tree (42) is used to define three levels of response modes, including conventional, auxiliary and emergency, and the mode is switched according to the comprehensive load deviation and system status; The human-computer interaction unit (43) is used to provide real-time data display, parameter setting and alarm prompts; The control terminal module (40) outputs a final control instruction including a target hydraulic cylinder extension and contraction amount and a hydraulic valve opening.

7. The structural optimization system of an anti-wind-load hydraulic climbing formwork system according to claim 1, wherein The hydraulic control module (50) includes an expansion and contraction correction unit (51), which receives the actual expansion and contraction amount fed back by the displacement sensor (23) and performs compensation correction.

8. The structural optimization system of a wind-resistant hydraulic climbing formwork system according to claim 3, characterized in that, The dynamic eccentric load response module (60) includes a real-time data fusion unit (61), an adaptive control strategy unit (62), and an energy-saving management unit (63), wherein: The real-time data fusion unit (61) is used to fuse multiple sensor data to generate a load eccentricity trend prediction, and at the same time use Kalman filtering to eliminate noise and improve detection reliability; The adaptive control strategy includes an intervention phase and an exit phase. In the intervention phase, feedback conforms to control to shorten response delay, and in the exit phase, an exponential decay algorithm is used to avoid hydraulic shock. The energy-saving management unit (63) is used to control the second hydraulic cylinder (1502) to switch to a low-pressure circulation mode when in standby mode, and the solenoid valve is automatically locked to prevent internal leakage.

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