Bridge pier body formwork free-dismantling pouring and maintenance intelligent integrated method, device, equipment and medium

Abstract

The present disclosure relates to a bridge pier formwork free-dismantling pouring and maintenance intelligent integrated method, device, equipment and medium, which belongs to the technical field of equipment control. The method is applied to a control system, which comprises a control unit, a positioning pin driving unit and a hydraulic lifting unit. The control unit is in communication connection with the positioning pin driving unit and the hydraulic lifting unit respectively. The method comprises the following steps: in response to an installation request of a target pier formwork for a target position of a target bridge pier, a control timing instruction is generated; according to the control timing instruction, the hydraulic lifting unit is controlled to place the target pier formwork to the target position; in the case that the driving signal of the hydraulic lifting unit meets the set signal characteristics, the positioning pin driving unit is controlled to embed the target positioning pin into the target pier formwork and the target bridge pier; in the case that the target positioning pin extends to the set position, a set joint marking timing is performed.

Description

Technical Field

[0001] This disclosure relates to the technical field of equipment control, and more specifically, to an intelligent integrated method, apparatus, equipment, and medium for bridge pier formwork formwork casting and maintenance without dismantling. Background Technology

[0002] With the improvement of bridge construction efficiency, bridge pier construction can adopt a prefabricated formwork segmented splicing process. The construction quality directly affects the overall load-bearing capacity and durability of the bridge. Currently, the installation of pier formwork relies heavily on manual command, manual alignment, and manual pin insertion. The lowering and alignment of the formwork depends on manual visual inspection, which results in significant deviations. Summary of the Invention

[0003] One objective of this disclosure is to provide a new technical solution for intelligent integrated construction and maintenance of bridge pier formwork without dismantling.

[0004] According to a first aspect of this disclosure, a smart integrated method for bridge pier formwork formwork casting and maintenance without dismantling is provided. The method is applied in a control system, which includes a control unit, a positioning pin drive unit, and a hydraulic lifting unit. The control unit is communicatively connected to both the positioning pin drive unit and the hydraulic lifting unit. The control unit is the executing entity of the method, and the method includes: In response to the request to construct the target pier formwork at the target location of the target bridge pier, control timing instructions are generated; According to the control timing command, the hydraulic lifting unit is controlled to place the target pier body template into the target position; When the drive signal of the hydraulic lifting unit meets the set signal characteristics, the positioning pin drive unit is controlled to embed the target positioning pin into the target pier template and the target bridge pier. When the target positioning pin extends to the set position, the set seam marking sequence is performed.

[0005] Optionally, the signal characteristic includes the value of the drive signal exceeding a set threshold within a set time range; wherein the lower limit of the set time range is determined based on the height of the target bridge pier, the height of the target pier template, and the descent speed of the hydraulic lifting unit in lowering the target pier template.

[0006] Optionally, the target positioning pin extends to a set position based on the movement rate set by the positioning pin drive unit.

[0007] Optionally, the joint marking sequence involves marking the relative position information of the target pier template relative to the target bridge pier and storing it in a preset bridge information storage space; the system further includes a spray driving unit, which is communicatively connected to the control unit; the method further includes: When maintenance markers are configured in the bridge information storage space, the spraying drive unit is controlled to spray the target bridge pier based on the relative position information.

[0008] Optionally, the system further includes a temperature sensor, which is communicatively connected to the control unit; the method further includes: Obtain the temperature parameters of the environment in which the target bridge pier is located, output by the temperature sensor; If the temperature parameter exceeds the set temperature threshold, a maintenance identifier is configured in the bridge information storage space.

[0009] Optionally, the maintenance markings include overcooling maintenance markings; the spray drive unit further includes a heating component; The step of configuring a maintenance identifier in the bridge information storage space when the temperature parameter exceeds a set temperature threshold includes: If the temperature parameter exceeds the lower limit of the set temperature threshold, an overcooling maintenance indicator is configured in the bridge information storage space. When an overcold maintenance indicator is configured in the bridge information storage space, the heating component is first controlled to heat the water temperature of the water storage component configured in the spray drive unit. When the water temperature of the water storage component is higher than the set water temperature, the spray driving unit is controlled to spray the target bridge pier according to the relative position information.

[0010] According to a second aspect of this disclosure, a smart integrated device for bridge pier formwork casting and maintenance without dismantling is also provided, the device comprising: The response module is used to generate control timing instructions in response to the installation request for constructing the target pier template at the target location of the target bridge pier. The first control module is used to control the hydraulic lifting unit to place the target pier template to the target position according to the control timing instructions; The second control module is used to control the positioning pin drive unit to embed the target positioning pin into the target pier template and the target bridge pier when the drive signal of the hydraulic lifting unit meets the set signal characteristics. The seam module is used to perform a set seam marking sequence when the target positioning pin extends to a set position.

[0011] According to a third aspect of this disclosure, a computer system is also provided, the computer system including a processor, which, when executing program instructions or code, implements the intelligent integrated method for bridge pier formwork casting and maintenance without dismantling as described in the first aspect.

[0012] For example, the computer system also includes a memory for storing program instructions or code.

[0013] According to a fourth aspect of this disclosure, a computer-readable storage medium is also provided, wherein a computer program is stored in the computer program, which is configured to execute the above-described intelligent integrated method for the non-removal casting and maintenance of bridge pier formwork at runtime.

[0014] According to a fifth aspect of this disclosure, a computer program product is also provided, comprising a computer program that, when executed, causes a computer to perform the steps of the above-described intelligent integrated method for the non-removal casting and maintenance of bridge pier formwork.

[0015] According to a sixth aspect of this disclosure, an electronic device is also provided, including a memory and a processor, wherein the memory stores a computer program, and the processor is configured to execute the above-described intelligent integrated method for bridge pier formwork formwork casting and maintenance without dismantling through the computer program.

[0016] One beneficial effect of this disclosure is that the intelligent integrated method for bridge pier formwork casting and maintenance without dismantling provided by the present invention can achieve the following by setting up a control unit, a positioning pin drive unit and a hydraulic lifting unit. The control unit controls the hydraulic lifting unit to control the timing commands, so as to realize the lowering of the formwork after alignment. Then, when the drive signal of the hydraulic lifting unit meets the set signal characteristics, the target positioning pin is embedded into the target pier formwork and the target bridge pier. The target positioning pin is embedded under the premise that the target pier formwork and the target bridge pier are pressed together, which effectively improves the accuracy and efficiency of pier formwork installation.

[0017] Other features and advantages of the embodiments of this disclosure will become clear from the following detailed description of exemplary embodiments with reference to the accompanying drawings. Attached Figure Description

[0018] The accompanying drawings, which are incorporated in and form a part of this specification, illustrate embodiments of the present disclosure and, together with their description, serve to explain the principles of the embodiments of the present disclosure.

[0019] Figure 1 A schematic diagram of the composition structure of a control system that can be used to implement embodiments of the present disclosure is shown; Figure 2 Structural diagrams of bridge piers according to some embodiments; Figure 3 A flowchart illustrating an intelligent integrated method for bridge pier formwork casting and maintenance without dismantling, according to some embodiments, is shown. Figure 4 A structural schematic diagram of an intelligent integrated device for bridge pier formwork casting and maintenance without dismantling is shown according to some embodiments; Figure 5 A schematic diagram of the hardware structure of an electronic device according to some embodiments is shown. Detailed Implementation

[0020] Various exemplary embodiments of the present disclosure will now be described in detail with reference to the accompanying drawings. It should be noted that, unless otherwise specifically stated, the relative arrangement, numerical expressions, and values ​​of the components and steps set forth in these embodiments do not limit the scope of the invention.

[0021] The following description of at least one exemplary embodiment is merely illustrative and is in no way intended to limit the invention or its application or use.

[0022] Techniques, methods, and equipment known to those skilled in the art may not be discussed in detail, but where appropriate, such techniques, methods, and equipment should be considered part of the specification.

[0023] In all the examples shown and discussed herein, any specific values ​​should be interpreted as merely exemplary and not as limitations. Therefore, other examples of exemplary embodiments may have different values.

[0024] It should be noted that similar labels and letters in the following figures indicate similar items; therefore, once an item is defined in one figure, it does not need to be discussed further in subsequent figures.

[0025] Figure 1 This is a schematic diagram of the composition of a control system applicable according to one embodiment. For example... Figure 1 As shown, the control system may include a control unit 100, a positioning pin drive unit 300, a hydraulic lifting unit 200, a spray drive unit 400, and a temperature sensor 500.

[0026] The drive motor of the positioning pin drive unit 300 can push the positioning pin horizontally under the control of the control unit 100, so as to embed the positioning pin between the two pier formworks. Figure 2As shown, the top of the two pier templates 10 is provided with a first stepped tongue and groove 11, and the bottom of the two pier templates is provided with a second stepped tongue and groove 12. The upper pier template 10 is the target pier template, and the lower pier template 10 represents the target bridge pier. The second stepped tongue and groove 12 of the target pier template can be fitted with the first stepped tongue and groove 11 of the target bridge pier and is laterally embedded by the positioning pin 2 to achieve the initial fixation of the target pier template and the target bridge pier.

[0027] The hydraulic lifting unit 200 can be operated by the control unit 100 after the target bridge template is raised to a set height and moved directly above the target bridge pier, so that the target bridge template moves toward the target bridge pier.

[0028] The spraying drive unit 400, under the control of the control unit 100, sprays water onto the mating area between the target bridge template and the target bridge pier to achieve the desired effect on the Yanghu target bridge pier. The spraying drive unit 400 also includes a heating component, which heats the water in the water storage component of the spraying drive unit 400 in low-temperature environments, ensuring that the water temperature sprayed by the spraying drive unit 400 meets the requirements.

[0029] The control unit 100 is communicatively connected to the positioning pin drive unit 300 and the hydraulic lifting unit 200, respectively. The temperature sensor 500 is communicatively connected to the control unit 100, and the spray drive unit 400 is communicatively connected to the control unit 100.

[0030] In the embodiments of this disclosure, the memory of the control unit 100 is used to store a computer program that controls the processor of the control unit 100 to operate according to the intelligent integrated method for bridge pier formwork casting and maintenance without dismantling, according to any embodiment. Those skilled in the art can design the computer program based on the scheme of the embodiments of this disclosure. How the computer program controls the processor to operate is well known in the art and will not be described in detail here.

[0031] Figure 1 This is a flowchart illustrating an intelligent integrated method for bridge pier formwork casting and maintenance without dismantling, based on one embodiment. The implementing entity is as follows: Figure 1 The control unit 100 shown.

[0032] like Figure 1 As shown, the intelligent integrated method for bridge pier formwork casting and maintenance without dismantling in this embodiment may include the following steps S110 to S140: Step S110: In response to the request to construct the target pier template at the target location of the target bridge pier, a control timing instruction is generated.

[0033] In this embodiment, before step S110, the current height and fixed horizontal position of the target pier template are obtained, and the current height and fixed horizontal position are used as the target position.

[0034] In this embodiment, the control timing instructions may include a first timing instruction that controls the lateral movement component configured in the hydraulic lifting unit to move the target pier template to the fixed horizontal position, and a second timing instruction that controls the hydraulic lifting unit to lower the target pier template to the current height upon termination of the first timing instruction.

[0035] Step S120: According to the control timing command, control the hydraulic lifting unit to place the target pier template at the target position.

[0036] Step S130: When the drive signal of the hydraulic lifting unit meets the set signal characteristics, control the positioning pin drive unit to embed the target positioning pin into the target pier template and the target bridge pier.

[0037] In some embodiments, the signal characteristic includes the value of the drive signal exceeding a set threshold within a set time range; wherein the lower limit of the set time range is determined based on the height of the target bridge pier, the height of the target pier template, and the descent speed of the hydraulic lifting unit in lowering the target pier template.

[0038] In this embodiment, the lower limit of the set time range is (the height of the target bridge pier - half the height of the target pier template) × the descent speed of the target pier template, and the upper limit of the set time range is the lower limit of the set time range plus a fixed duration. The fixed duration can be set based on the materials of the target bridge pier and the target pier template, and the number of corresponding first-step and second-step tongue-and-groove joints; it is not limited here. For example, the more tongue-and-groove joints there are in the first and second steps, the longer the fixed duration.

[0039] In this embodiment, the driving signal can be voltage, and the set threshold can be the voltage value generated by the drive motor when it is subjected to a reaction force.

[0040] In this embodiment, by using both quantitative time windows and signal thresholds for determination, the specifications of the pier body and template are dynamically adapted, accurately identifying stable placement and ensuring tongue and groove interlocking, eliminating human error, and taking into account construction accuracy, safety and versatility.

[0041] Step S140: When the target positioning pin extends to the set position, the set seam marking sequence is performed.

[0042] In this embodiment, the seam marking sequence involves marking the relative position information of the target pier template relative to the target bridge pier and storing it in a preset bridge information storage space. This relative position information may include the current height of the target bridge pier, so that the bridge information storage space stores information about the target bridge pier that includes a fixed horizontal position and the corresponding current heights. For example, the information of the target bridge pier may be: (x1, y1), h1, h2, h3, h4.

[0043] In this embodiment, by setting up a control unit, a positioning pin drive unit, and a hydraulic lifting unit, the control unit controls the hydraulic lifting unit to control timing commands, so that the template is lowered after being aligned. Then, when the drive signal of the hydraulic lifting unit meets the set signal characteristics, the target positioning pin is embedded into the target pier template and the target bridge pier. This achieves the embedding of the target positioning pin under the premise that the target pier template and the target bridge pier are pressed together, which effectively improves the accuracy and efficiency of the pier template installation.

[0044] In some embodiments, the target positioning pin extends to a set position based on the widths corresponding to the target pier template and the target bridge pier, respectively.

[0045] In this embodiment, the insertion depth of the positioning pin is adaptively determined by the width of the pier body, so as to achieve precise adaptation of pier bodies of different specifications, take into account splicing stability, structural safety and construction versatility, eliminate human error and ensure construction consistency.

[0046] In some embodiments, the joint marking sequence involves marking the relative position information of the target pier template relative to the target bridge pier and storing it in a preset bridge information storage space; after step S140, the method further includes the following step S210: Step S210: When a maintenance identifier is configured in the bridge information storage space, the spray driving unit is controlled to spray the target bridge pier according to the relative position information.

[0047] In this embodiment, automatic and precise spray curing after splicing ensures the hydration environment of the concrete in a timely manner, reduces cracks and defects, lowers labor costs, realizes closed-loop management of construction and maintenance, and improves the quality and durability of the pier body.

[0048] In some embodiments, after step S140, the method further includes the following steps S310 and S320: Step S310: Obtain the temperature parameters of the environment in which the target bridge pier is located, output by the temperature sensor.

[0049] In this embodiment, the temperature sensor can be an independent temperature sensor installed on the target bridge pier, or it can be a temperature sensor shared by the target bridge pier and other target bridge piers.

[0050] Step S320: If the temperature parameter exceeds the set temperature threshold, configure a maintenance identifier in the bridge information storage space.

[0051] In this embodiment, by flexibly deploying temperature sensors, automatically determining temperature thresholds, and configuring maintenance labels, intelligent identification and refined management of maintenance needs are achieved, reducing hardware costs, minimizing manual intervention, and improving construction standardization.

[0052] In some embodiments, step S320 may include the following steps S3201 to S3203: Step S3201: If the temperature parameter exceeds the lower limit of the set temperature threshold, configure an overcooling maintenance indicator in the bridge information storage space.

[0053] In this embodiment, the lower limit of the temperature threshold can be set manually, and no limitation is made here.

[0054] In step S3202, if an overcooling maintenance indicator is configured in the bridge information storage space, the heating component is first controlled to heat the water temperature of the water storage component configured in the spray drive unit.

[0055] In this embodiment, the water storage component is heated first when the temperature is low to raise the spray water to the set water temperature, so as to avoid the concrete temperature from dropping suddenly, the surface from frosting, and the inside from freezing damage caused by direct spraying of cold water, and to ensure that the hydration reaction proceeds normally.

[0056] Step S3203: When the water temperature of the water storage component is higher than the set water temperature, the spray drive unit is controlled to spray the target bridge pier according to the relative position information.

[0057] In this embodiment, when the ambient temperature is lower than the set lower limit, an overcooling curing indicator is automatically configured to accurately identify low-temperature construction scenarios, avoid concrete freezing and swelling, cracking, and strength damage caused by low temperatures, and ensure the safety of the pier structure.

[0058] In this embodiment, automatic low-temperature identification, preheating of spray water, and precise spraying are used to automate antifreeze curing in extremely cold environments, prevent concrete from freezing damage, and ensure construction quality and structural durability.

[0059] Figure 4 This is a schematic diagram of a smart integrated device for bridge pier formwork casting and maintenance without dismantling, based on one embodiment. Figure 4As shown, the intelligent integrated device 400 for bridge pier formwork formwork casting and maintenance without dismantling may include: The response module 410 is used to generate control timing instructions in response to the installation request for constructing the target pier template at the target location of the target bridge pier. The first control module 420 is used to control the hydraulic lifting unit to place the target pier template to the target position according to the control timing instructions; The second control module 430 is used to control the positioning pin drive unit to embed the target positioning pin into the target pier template and the target bridge pier when the drive signal of the hydraulic lifting unit meets the set signal characteristics. The seam module 440 is used to perform a set seam marking sequence when the target positioning pin extends to a set position.

[0060] Optionally, the device further includes a spraying module, which, when a maintenance marker is configured in the bridge information storage space, controls the spraying drive unit to spray the target bridge pier according to the relative position information.

[0061] Optionally, the device further includes a configuration module for acquiring temperature parameters of the environment in which the target bridge pier is located, output by the temperature sensor; configuring a maintenance flag in the bridge information storage space when the temperature parameters exceed a set temperature threshold; and configuring an overcooling maintenance flag in the bridge information storage space when the temperature parameters exceed the lower limit of the set temperature threshold. Optionally, the configuration module is also used to, when configuring an overcooling maintenance indicator in the bridge information storage space, first control the heating component to heat the water temperature of the water storage component configured in the spray drive unit; when the water temperature of the water storage component is higher than the set water temperature, control the spray drive unit to spray the target bridge pier according to the relative position information.

[0062] The 400-type intelligent integrated device for the non-removable casting and maintenance of bridge pier formwork can be as follows: Figure 1 Control unit 100.

[0063] Figure 5 This is a schematic diagram of the hardware structure of an electronic device according to another embodiment.

[0064] like Figure 5 As shown, the electronic device 500 includes a processor 510 and a memory 520, the memory 520 being used to store an executable computer program, and the processor 510 being used to execute methods as described in any of the above method embodiments under the control of the computer program.

[0065] Each module of the above-mentioned intelligent integrated device 400 for the formwork casting and maintenance of bridge piers without dismantling can be implemented by the processor 510 in this embodiment executing the computer program stored in the memory 520, or it can be implemented by other structures, which are not limited here. This invention can be a system, method, and / or computer program product. A computer program product may include a computer-readable storage medium having computer-readable program instructions loaded thereon for causing a processor to implement various aspects of the invention.

[0066] Computer-readable storage media can be tangible devices capable of holding and storing instructions for use by an instruction execution device. Computer-readable storage media can be, for example—but not limited to—electrical storage devices, magnetic storage devices, optical storage devices, electromagnetic storage devices, semiconductor storage devices, or any suitable combination thereof. More specific examples (a non-exhaustive list) of computer-readable storage media include: portable computer disks, hard disks, random access memory (RAM), read-only memory (ROM), erasable programmable read-only memory (EPROM or flash memory), static random access memory (SRAM), portable compact disc read-only memory (CD-ROM), digital multifunction disc (DVD), memory sticks, floppy disks, mechanical encoding devices, such as punch cards or recessed protrusions storing instructions thereon, and any suitable combination thereof. The computer-readable storage media used herein are not to be construed as transient signals themselves, such as radio waves or other freely propagating electromagnetic waves, electromagnetic waves propagating through waveguides or other transmission media (e.g., light pulses through fiber optic cables), or electrical signals transmitted through wires.

[0067] The computer-readable program instructions described herein can be downloaded from computer-readable storage media to various computing / processing devices, or downloaded via a network, such as the Internet, local area network, wide area network, and / or wireless network, to an external computer or external storage device. The network may include copper transmission cables, fiber optic transmission, wireless transmission, routers, firewalls, switches, gateway computers, and / or edge servers. A network adapter card or network interface in each computing / processing device receives the computer-readable program instructions from the network and forwards them to the computer-readable storage media in the respective computing / processing device.

[0068] The computer program instructions used to perform the operations of this invention may be assembly instructions, instruction set architecture (ISA) instructions, machine instructions, machine-dependent instructions, microcode, firmware instructions, state setting data, or source code or object code written in any combination of one or more programming languages, including object-oriented programming languages ​​such as Smalltalk, C++, etc., and conventional procedural programming languages ​​such as the "C" language or similar programming languages. The computer-readable program instructions may be executed entirely on the user's computer, partially on the user's computer, as a standalone software package, partially on the user's computer and partially on a remote computer, or entirely on a remote computer or server. In cases involving a remote computer, the remote computer may be connected to the user's computer via any type of network—including a local area network (LAN) or a wide area network (WAN)—or may be connected to an external computer (e.g., via the Internet using an Internet service provider). In some embodiments, electronic circuitry, such as programmable logic circuitry, field-programmable gate arrays (FPGAs), or programmable logic arrays (PLAs), is personalized by utilizing state information from the computer-readable program instructions. This electronic circuitry can execute the computer-readable program instructions to implement various aspects of the invention.

[0069] Various aspects of the present invention are described herein with reference to flowchart illustrations and / or block diagrams of methods, apparatus (systems), and computer program products according to embodiments of the invention. It should be understood that each block of the flowchart illustrations and / or block diagrams, and combinations of blocks in the flowchart illustrations and / or block diagrams, can be implemented by computer-readable program instructions.

[0070] These computer-readable program instructions can be provided to a processor of a general-purpose computer, a special-purpose computer, or other programmable data processing apparatus to produce a machine such that, when executed by the processor of the computer or other programmable data processing apparatus, they create means for implementing the functions / actions specified in one or more blocks of the flowchart and / or block diagram. These computer-readable program instructions can also be stored in a computer-readable storage medium that causes a computer, programmable data processing apparatus, and / or other device to operate in a particular manner; thus, the computer-readable medium storing the instructions comprises an article of manufacture that includes instructions for implementing aspects of the functions / actions specified in one or more blocks of the flowchart and / or block diagram.

[0071] Computer-readable program instructions may also be loaded onto a computer, other programmable data processing apparatus, or other device to cause a series of operational steps to be performed on the computer, other programmable data processing apparatus, or other device to produce a computer-implemented process, thereby causing the instructions executed on the computer, other programmable data processing apparatus, or other device to perform the functions / actions specified in one or more boxes of a flowchart and / or block diagram.

[0072] The flowcharts and block diagrams in the accompanying drawings illustrate the architecture, functionality, and operation of possible implementations of systems, methods, and computer program products according to various embodiments of the present invention. In this regard, each block in a flowchart or block diagram may represent a module, segment, or portion of an instruction containing one or more executable instructions for implementing a specified logical function. In some alternative implementations, the functions marked in the blocks may occur in a different order than those marked in the drawings. For example, two consecutive blocks may actually be executed substantially in parallel, and they may sometimes be executed in reverse order, depending on the functions involved. It should also be noted that each block in the block diagrams and / or flowcharts, and combinations of blocks in the block diagrams and / or flowcharts, can be implemented using a dedicated hardware-based system that performs the specified function or action, or using a combination of dedicated hardware and computer instructions. It will be known to those skilled in the art that implementation in hardware, implementation in software, and implementation using a combination of software and hardware are equivalent.

[0073] The various embodiments of the present invention have been described above. These descriptions are exemplary and not exhaustive, and are not limited to the disclosed embodiments. Many modifications and variations will be apparent to those skilled in the art without departing from the scope and spirit of the described embodiments. The terminology used herein is chosen to best explain the principles, practical application, or technical improvements to the embodiments in the market, or to enable others skilled in the art to understand the embodiments disclosed herein. The scope of the invention is defined by the appended claims.

Claims

1. A smart integrated method for bridge pier formwork casting and curing without dismantling, characterized in that, The method is applied in a control system, which includes a control unit, a positioning pin drive unit, and a hydraulic lifting unit. The control unit is communicatively connected to the positioning pin drive unit and the hydraulic lifting unit, respectively. The method is executed by the control unit, and the method includes: In response to the request to construct the target pier formwork at the target location of the target bridge pier, control timing instructions are generated; According to the control timing command, the hydraulic lifting unit is controlled to place the target pier body template into the target position; When the drive signal of the hydraulic lifting unit meets the set signal characteristics, the positioning pin drive unit is controlled to embed the target positioning pin into the target pier template and the target bridge pier. When the target positioning pin extends to the set position, the set seam marking sequence is performed.

2. The method according to claim 1, characterized in that, The signal characteristics include the value of the drive signal exceeding a set threshold within a set time range; wherein the lower limit of the set time range is determined based on the height of the target bridge pier, the height of the target pier template, and the descent speed of the hydraulic lifting unit in lowering the target pier template.

3. The method according to claim 1, characterized in that, The target positioning pin extends to a set position based on the width of the target pier template and the target bridge pier, respectively.

4. The method according to claim 1, characterized in that, The joint marking sequence is to mark the relative position information of the target pier template relative to the target bridge pier and store it in a preset bridge information storage space; The system also includes a spray driving unit, which is communicatively connected to the control unit; The method further includes: When maintenance markers are configured in the bridge information storage space, the spraying drive unit is controlled to spray the target bridge pier based on the relative position information.

5. The method according to claim 4, characterized in that, The system further includes a temperature sensor, which is communicatively connected to the control unit; the method further includes: Obtain the temperature parameters of the environment in which the target bridge pier is located, output by the temperature sensor; If the temperature parameter exceeds the set temperature threshold, a maintenance identifier is configured in the bridge information storage space.

6. The method according to claim 1, characterized in that, The maintenance markings include cold maintenance markings; the spray drive unit also includes a heating component; The step of configuring a maintenance identifier in the bridge information storage space when the temperature parameter exceeds a set temperature threshold includes: If the temperature parameter exceeds the lower limit of the set temperature threshold, an overcooling maintenance indicator is configured in the bridge information storage space. When an overcold maintenance indicator is configured in the bridge information storage space, the heating component is first controlled to heat the water temperature of the water storage component configured in the spray drive unit. When the water temperature of the water storage component is higher than the set water temperature, the spray driving unit is controlled to spray the target bridge pier according to the relative position information.

7. A smart integrated device for bridge pier formwork casting and curing without dismantling, characterized in that, The device includes: The response module is used to generate control timing instructions in response to the installation request for constructing the target pier template at the target location of the target bridge pier. The first control module is used to control the hydraulic lifting unit to place the target pier template to the target position according to the control timing instructions; The second control module is used to control the positioning pin drive unit to embed the target positioning pin into the target pier template and the target bridge pier when the drive signal of the hydraulic lifting unit meets the set signal characteristics. The seam module is used to perform a set seam marking sequence when the target positioning pin extends to a set position.

8. An electronic device, characterized in that, The system includes a memory and a processor, the memory being used to store a computer program; the processor being used to execute the computer program to implement the method according to any one of claims 1 to 6.

9. A computer-readable storage medium, characterized in that, A computer program is stored on the computer-readable storage medium, which, when executed by a processor, implements the method according to any one of claims 1 to 6.

10. A computer program product, characterized in that, Includes a computer program that, when executed by a processor, implements the method of any one of claims 1 to 6.

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