Assembling type shield tunnel self-adaptive reinforcement and repair servo supporting system, construction method and computer system
By deploying servo intelligent monitoring units and adaptive servo support units in the tunnel, dynamically adjusting the support force of the hydraulic support rod, the problems of low efficiency and limited effect of traditional tunnel reinforcement methods are solved, and efficient and safe tunnel reinforcement and repair are achieved.
Patent Information
- Application Number
- CN202510079382.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-17
- Publication Date
- 2025-04-18
- Estimated Expiration
- 2045-01-17
AI Technical Summary
Traditional tunnel reinforcement methods have problems such as low construction efficiency, limited reinforcement effect, and large interference to operations, and cannot effectively repair the convergence of tunnel structures and other diseases such as malfunctions.
The assembled shield tunnel adaptive reinforcement and repair servo support system is adopted, including a servo intelligent monitoring unit, a central control unit and an adaptive servo support unit. By real-time monitoring and dynamically adjusting the support force of the hydraulic support rod, the adaptive reinforcement and repair of the tunnel structure is achieved.
It improves the efficiency and safety of tunnel reinforcement and repair, improves the quality of repair, can effectively offset the additional pressure generated during grouting, maintains the balance of internal and external stresses of the tunnel structure, and ensures the reinforcement effect and structural safety.
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Figure CN119844126A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of tunnel engineering, and in particular to an assembled shield tunnel adaptive reinforcement and repair servo support system, a construction method and a computer system. Background Art
[0002] During the operation of a tunnel, due to factors such as changes in geological conditions, structural aging, groundwater erosion, and heavy traffic, the structure may be damaged or deformed, affecting the safety and stability of the tunnel. In order to deal with these problems, the reinforcement methods during the operation of the tunnel include grouting reinforcement, anchor reinforcement, lining reinforcement and other technologies. These methods are aimed at improving the bearing capacity of the tunnel, extending the service life of the tunnel, and ensuring operational safety.
[0003] However, the above traditional method is a passive rigid bearing method, which cannot repair the existing tunnel convergence and misalignment defects, and has problems such as low construction efficiency, limited reinforcement effect, and great interference with operations. This is where this application needs to focus on improvement. Summary of the invention
[0004] The technical problem to be solved by the present invention is to provide an assembled shield tunnel adaptive reinforcement and repair servo support system, a construction method and a computer system, which improves the efficiency and safety of tunnel reinforcement and repair and enhances the repair quality.
[0005] In order to solve the above technical problems, the present invention provides an assembled shield tunnel adaptive reinforcement and repair servo support system, comprising: The servo intelligent monitoring unit is configured on the inner wall lining or pipe segment of the tunnel to monitor the tunnel structure uplift and the convergence status of the pipe segment in real time, and transmit the data to the central control module; The central control unit analyzes the real-time stress conditions of the tunnel through a built-in algorithm and adjusts the support strength of the hydraulic support rods based on the analysis results; The adaptive servo support unit is composed of a series of assembled and disassembled hydraulic support rods. Each hydraulic support rod has a built-in servo support head and a displacement sensor. The support force of the hydraulic support rod is adjusted according to the instructions of the central control unit. The integrated frame structure adopts modular design, which is convenient for quick assembly and disassembly during the grouting reinforcement process; During the grouting reinforcement and maintenance process during the tunnel operation period, the servo intelligent monitoring unit monitors the uplift and fall of the tunnel structure and the convergence status of the segments in real time, and transmits the data to the central control unit; the central control unit analyzes the real-time stress conditions of the tunnel through the built-in algorithm, and performs real-time support and force through the adaptive servo support unit, so as to achieve coordination of stress and deformation of the shield tunnel structure under the combined action of external loads.
[0006] The servo intelligent monitoring unit comprises: Displacement sensors are installed at key monitoring points on the inner wall of the tunnel to accurately measure small displacement changes in the tunnel structure, such as heave and convergence; Pressure sensors are placed at key locations in tunnels, such as the vault and sidewalls, to monitor stress distribution and changes inside the tunnel structure in order to assess the stability and safety of the structure.
[0007] The central control unit comprises: The computing module is used to process a large amount of data from the servo intelligent monitoring unit and perform complex calculations and analysis; Storage module, used to store historical monitoring data, analysis results and decision instructions for subsequent analysis and reference; The decision algorithm module is used to output the servo support force command, analyze the monitoring data through the generative algorithm, and predict the deformation trend of the tunnel structure; Communication interface, used for data exchange between the servo intelligent monitoring unit and the adaptive servo support unit to ensure accurate transmission and reception of instructions; The interactive interface provides operators with an intuitive interface for viewing monitoring data, analysis results and adjustment instructions for the tunnel maintenance process.
[0008] The adaptive servo support unit comprises: Servo support rods are placed in the areas where reinforcement is required on the inner wall of the tunnel to accurately adjust the support force and offset the deformation of the tunnel; The servo motor is configured in the hydraulic support rod to drive the extension and retraction of the support rod to adjust the supporting force; The servo driver receives instructions from the central control unit and controls the movement of the servo motor; The adaptive servo support unit is flexibly configured in the reinforcement required area of the tunnel inner wall according to the deformation and reinforcement requirements of the tunnel structure. By real-time monitoring of the stress state of the tunnel structure, the support force of the hydraulic support rod is dynamically adjusted to effectively offset the additional pressure generated during the grouting process, maintain the internal and external force balance of the tunnel structure, thereby ensuring the effect of grouting reinforcement and the safety of the tunnel structure.
[0009] The adaptive servo support unit adopts a multi-point support design. Each servo support rod independently adjusts the support force according to the specific stress conditions of the tunnel, ensuring uniform stress on all parts of the inner wall of the tunnel, effectively coping with the misalignment phenomenon that may be caused by local stress concentration problems, and improving the overall stability of the tunnel structure.
[0010] The adaptive servo support unit is connected to the pipe segment through steel bolts at the bolt holes of the pipe segment, which facilitates rapid installation and disassembly while ensuring the stability and safety of the support system.
[0011] The assembly and disassembly integrated frame structure comprises: Prefabricated steel structural components are placed on the inner wall or bottom of the tunnel to provide the main support force; Quick-connect components are configured between prefabricated steel structure components for rapid assembly and disassembly, thereby improving the construction efficiency of tunnel maintenance and reinforcement.
[0012] The prefabricated steel structure components include: The base is configured at the bottom of the support column and in contact with the tunnel floor to fix the support column and ensure the stability of the entire structure; Support columns are arranged at the bottom of the tunnel along the tunnel axis to provide vertical support. They are made of high-strength steel to withstand the pressure during the grouting process. The crossbeam is arranged between the supporting columns, used to connect multiple supporting columns and provide horizontal stability and load-bearing capacity; The telescopic rod is arranged at the connection between the servo support rod and the support column for telescoping and locking, and is used to adjust the servo support position to adapt to different construction requirements, ensuring the flexibility and adaptability of the structure.
[0013] The quick connection component comprises: The connecting plate is arranged between the cross beams and inserted into the connecting groove of the supporting column to realize the connection between the cross beam and the supporting column, thereby providing the rigidity and strength of the structure; The connecting groove is arranged at the connection of the supporting column and is used to receive the connecting plate to ensure the close fit between the crossbeam and the supporting column and the overall stability of the structure.
[0014] The assembly and disassembly integrated frame structure is assembled and disassembled at the arch, side wall and arch bottom of the tunnel according to the specific type and reinforcement requirements of the tunnel. The installation and disassembly of the beams are directly completed through the cooperation of the connecting plates and the supporting columns; the lifting device enables the beams to move up stably to adapt to different construction requirements.
[0015] The assembly and disassembly integrated frame structure is located outside the vehicle and equipment limits, allowing the tunnel to be reinforced and repaired while the railway is operating normally, thereby reducing interference with railway operations and improving construction flexibility and efficiency.
[0016] The present invention also provides an assembled shield tunnel adaptive reinforcement and repair servo support system, and a construction method in the reinforcement process during the tunnel operation period, comprising the following steps: Step S1, deployment of an adaptive servo support unit; According to the reinforcement requirements during the tunnel operation period, the layout and quantity of the adaptive servo support units are determined, and the adaptive servo support units are quickly deployed on the inner wall of the tunnel using the assembly and disassembly integrated frame structure to form a temporary support frame; the servo intelligent monitoring unit is used to comprehensively monitor the tunnel structure status, including displacement and pressure data, and to monitor the accuracy and integrity of the data in real time; Step S2, grouting reinforcement of the inner wall of the tunnel; After the adaptive servo support unit is installed, grouting is performed in the grouting holes reserved in the support system according to the predetermined grouting reinforcement plan. During the grouting reinforcement process, the central control unit receives and analyzes the monitoring data, predicts the tunnel deformation trend through the decision algorithm module, and generates servo support force adjustment instructions based on this. The instructions are transmitted to the adaptive servo support unit through the communication interface, and the support force is automatically adjusted to achieve instant reinforcement of the tunnel structure. Step S3, dismantling the adaptive servo support unit; After the tunnel grouting reinforcement is completed, according to the tunnel reinforcement effect and the need for long-term safety and stability, the modular structure of the assembled and disassembled integrated frame structure is used to remove the temporary components that are no longer needed and retain the necessary permanent supports, ensuring that the tunnel can quickly return to normal operation after grouting reinforcement, while also providing long-term stability and safety guarantees for the tunnel; Step S4, continuous analysis and maintenance of monitoring data; After the tunnel grouting reinforcement is completed, the servo intelligent monitoring unit will continue to be used to monitor the tunnel structure status for a long time. The central control unit will regularly analyze the monitoring data, evaluate the stability of the tunnel structure, and adjust the adaptive servo support unit according to demand to achieve long-term health monitoring and maintenance of the tunnel.
[0017] The present invention further provides a computer system comprising a memory, a processor and a computer program stored in the memory, wherein the processor executes the computer program to implement the steps of a construction method of an assembled shield tunnel adaptive reinforcement and repair servo support system during the tunnel operation period.
[0018] The present invention adopts a combination of assembled steel structure segments and servo support systems, and cooperates with external grouting of shield tunnels to form an adaptive reinforcement and repair servo support system, construction method and computer system, wherein the adaptive servo support unit actively applies axial force and force deformation monitoring to adapt to the additional load and deformation generated by external loads and grouting reinforcement in operation, accelerate the repair process, improve the repair quality, and repair the misalignment and other repair processes that cannot be achieved by traditional technology. At the same time, the introduction of assembled segments provides reaction force for the servo support, and the assembly and disassembly are convenient to improve the construction efficiency.
[0019] The beneficial effects of the present invention are: 1) By real-time monitoring of the convergence and deformation of the tunnel segments, the support force of the hydraulic support rods is dynamically adjusted to effectively offset the additional pressure generated during the grouting process and maintain the internal and external force balance of the tunnel structure, thereby ensuring the effect of grouting reinforcement and the safety of the tunnel structure; 2) The switching between long-term servo support and temporary servo support provides flexibility in tunnel maintenance and construction. The support strategy can be quickly adjusted to adapt to different working conditions according to the specific conditions and reinforcement requirements of the tunnel; 3) The integrated assembly and disassembly frame structure of the present invention enables the support system to be quickly deployed and disassembled, greatly shortening the construction period and maintenance cost of tunnel reinforcement. The integrated assembly and disassembly process reduces manpower requirements and improves construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] The drawings constituting a part of the present application are used to provide a further understanding of the present invention. The exemplary embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation of the present invention. In the drawings: Figure 1 It is a schematic diagram of a flow chart of a specific embodiment of the present invention; Figure 2 It is a schematic diagram of an assembled tunnel reinforcement and repair adaptive servo intelligent support system according to a specific embodiment of the present invention; Description of the symbols in the figure 1—Tunnel inner wall lining or segments; 2—Adaptive servo support unit; 201—servo support rod; 202—servo motor; 203—Servo drive; 3—Assembly and disassembly integrated frame structure; 301—base; 302—support column; 303—crossbeam; 304—telescopic rod; 305—connecting plate; 306—connecting groove; 4—Reserve grouting holes. DETAILED DESCRIPTION
[0021] The embodiments of the present invention are described in detail below with reference to the accompanying drawings.
[0022] like Figure 2 As shown, the present invention provides an assembled shield tunnel adaptive reinforcement and repair servo support system, comprising: The servo intelligent monitoring unit is configured on the inner wall lining or segment 1 of the tunnel to monitor the uplift and fall of the tunnel structure and the convergence status of the segment in real time, and transmit the data to the central control module; The central control unit analyzes the real-time stress conditions of the tunnel through a built-in algorithm and adjusts the support strength of the hydraulic support rods based on the analysis results; The adaptive servo support unit 2 is composed of a series of assembled and disassembled hydraulic support rods, each of which has a built-in servo support head and a displacement sensor, and the supporting force of the hydraulic support rod is adjusted according to the command of the central control unit; The integrated frame structure 3 adopts modular design, which is convenient for quick assembly and disassembly during the grouting reinforcement process; During the grouting reinforcement and maintenance process during the tunnel operation period, the servo intelligent monitoring unit monitors the uplift and fall of the tunnel structure and the convergence status of the segments in real time, and transmits the data to the central control unit; the central control unit analyzes the real-time stress conditions of the tunnel through the built-in algorithm, and performs real-time support and force application through the adaptive servo support unit 2, so as to achieve the coordination of stress and deformation of the shield tunnel structure under the combined action of external loads.
[0023] The servo intelligent monitoring unit comprises: Displacement sensors are installed at key monitoring points on the inner wall of the tunnel to accurately measure small displacement changes in the tunnel structure, such as heave and convergence; Pressure sensors are installed on the vault and side walls of the tunnel to monitor the stress distribution and changes inside the tunnel structure in order to evaluate the stability and safety of the structure.
[0024] The central control unit comprises: The computing module is used to process a large amount of data from the servo intelligent monitoring unit and perform complex calculations and analysis; Storage module, used to store historical monitoring data, analysis results and decision instructions for subsequent analysis and reference; The decision algorithm module is used to output the servo support force command, analyze the monitoring data through the generative algorithm, and predict the deformation trend of the tunnel structure; Communication interface, used for data exchange between the servo intelligent monitoring unit and the adaptive servo support unit to ensure accurate transmission and reception of instructions; The interactive interface provides operators with an intuitive interface for viewing monitoring data, analysis results and adjustment instructions for the tunnel maintenance process.
[0025] The adaptive servo support unit 2 comprises: The servo support rod 201 is arranged in the reinforcement-required area of the inner wall of the tunnel to provide support force and offset the deformation of the tunnel; The servo motor 202 is configured in the hydraulic support rod and is used to drive the extension and retraction of the support rod to adjust the supporting force; The servo driver 203 receives instructions from the central control unit and controls the movement of the servo motor; The adaptive servo support unit 2 is flexibly configured in the reinforcement required area of the inner wall of the tunnel according to the deformation and reinforcement requirements of the tunnel structure. By real-time monitoring of the stress state of the tunnel structure, the support force of the hydraulic support rod is dynamically adjusted to effectively offset the additional pressure generated during the grouting process, maintain the internal and external force balance of the tunnel structure, thereby ensuring the effect of grouting reinforcement and the safety of the tunnel structure.
[0026] The adaptive servo support unit 2 adopts a multi-point support design, and each servo support rod independently adjusts the support force according to the specific stress conditions of the tunnel, ensuring uniform stress on all parts of the inner wall of the tunnel, effectively coping with the misalignment phenomenon that may be caused by local stress concentration problems, and improving the overall stability of the tunnel structure.
[0027] The adaptive servo support unit 2 is connected to the pipe segment through steel bolts at the bolt holes of the pipe segment, which facilitates rapid installation and disassembly while ensuring the stability and safety of the support system.
[0028] During construction of a specific embodiment of the present invention, the adaptive servo support unit 2 includes a permanent support structure and a temporary support structure. After the tunnel reinforcement is completed, part of the servo support structure is retained as a permanent structure to provide long-term stability support.
[0029] The assembly and disassembly integrated frame structure 3 comprises: Prefabricated steel structural components are placed on the inner wall or bottom of the tunnel to provide the main support force; Quick-connect components are configured between prefabricated steel structure components for rapid assembly and disassembly, thereby improving the construction efficiency of tunnel maintenance and reinforcement.
[0030] The prefabricated steel structure components include: The base 301 is arranged at the bottom of the support column and contacts the tunnel ground, and is used to fix the support column and ensure the stability of the whole structure; Support columns 302 are arranged at the bottom of the tunnel and along the tunnel axis to provide vertical support and are made of high-strength steel to withstand the pressure during the grouting process; The crossbeam 303 is disposed between the support columns, and is used to connect the multiple support columns and provide horizontal stability and load-bearing capacity; The telescopic rod 304 is arranged at the connection between the servo support rod and the support column, and is telescopic and locked to adjust the servo support position to adapt to different construction requirements, thereby ensuring the flexibility and adaptability of the structure.
[0031] The quick connection component comprises: The connecting plate 305 is arranged between the cross beams and inserted into the connecting groove of the supporting column to realize the connection between the cross beam and the supporting column, thereby providing the rigidity and strength of the structure; The connection groove 306 is arranged at the connection of the support column and is used to receive the connection plate to ensure the tight fit between the cross beam and the support column and the overall stability of the structure.
[0032] The assembly and disassembly integrated frame structure is assembled and disassembled at the arch, side wall and arch bottom of the tunnel according to the specific type and reinforcement requirements of the tunnel. The installation and disassembly of the beam 303 are directly completed through the cooperation of the connecting plate 305 and the support column 302; the lifting device enables the beam 303 to move up stably to adapt to different construction requirements.
[0033] During construction of the specific embodiment of the present invention, the connecting plate 305 and the connecting groove 306 are quickly disassembled and assembled through a locking mechanism, and locking bolts or pins are used to ensure that the support system is firmly fixed during the grouting reinforcement process to prevent structural loosening or displacement due to external forces, thereby enhancing the stability and safety of the overall support system.
[0034] The assembly and disassembly integrated frame structure is located outside the vehicle and equipment limits, allowing the tunnel to be reinforced and repaired while the railway is operating normally, thereby reducing interference with railway operations and improving construction flexibility and efficiency.
[0035] like Figure 1 As shown, the present invention also provides an assembled shield tunnel adaptive reinforcement and repair servo support system, and a construction method in the reinforcement process during the tunnel operation period, comprising the following steps: Step S1, deployment of an adaptive servo support unit; According to the reinforcement requirements during the tunnel operation period, the layout and quantity of the adaptive servo support units are determined, and the adaptive servo support units are quickly deployed on the inner wall of the tunnel using the assembly and disassembly integrated frame structure to form a temporary support frame; the servo intelligent monitoring unit is used to comprehensively monitor the tunnel structure status, including displacement and pressure data, to ensure the accuracy and integrity of real-time monitoring data; Step S2, grouting reinforcement of the inner wall of the tunnel; After the adaptive servo support unit is installed, grouting is performed in the grouting holes reserved in the support system according to the predetermined grouting reinforcement plan. During the grouting reinforcement process, the central control unit receives and analyzes the monitoring data, predicts the tunnel deformation trend through the decision algorithm module, and generates servo support force adjustment instructions based on this. The instructions are transmitted to the adaptive servo support unit through the communication interface, and the support force is automatically adjusted to achieve instant reinforcement of the tunnel structure. Step S3, dismantling the adaptive servo support unit; After the tunnel grouting reinforcement is completed, according to the tunnel reinforcement effect and the need for long-term safety and stability, the modular structure of the assembled and disassembled integrated frame structure is used to remove the temporary components that are no longer needed and retain the necessary permanent supports, ensuring that the tunnel can quickly return to normal operation after grouting reinforcement, while also providing long-term stability and safety guarantees for the tunnel; Step S4, continuous analysis and maintenance of monitoring data; After the tunnel grouting reinforcement is completed, the servo intelligent monitoring unit will continue to be used to monitor the tunnel structure status for a long time. The central control unit will regularly analyze the monitoring data, evaluate the stability of the tunnel structure, and adjust the adaptive servo support unit according to demand to achieve long-term health monitoring and maintenance of the tunnel.
[0036] The present invention further provides a computer system comprising a memory, a processor and a computer program stored in the memory, wherein the processor executes the computer program to implement the steps of a construction method of an assembled shield tunnel adaptive reinforcement and repair servo support system during the tunnel operation period.
[0037] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.
Claims
1. A self-adaptive reinforcement and repair servo support system for assembled shield tunnels, comprising: The servo intelligent monitoring unit is configured on the tunnel lining or segments to monitor the tunnel structure uplift and segment convergence in real time, and transmit the data to the central control module; The central control unit uses a built-in algorithm to analyze the real-time stress conditions of the tunnel and adjusts the support strength of the hydraulic support rods based on the analysis results; The adaptive servo support unit is composed of a series of assembled and disassembled hydraulic support rods. Each hydraulic support rod has a built-in servo support head and displacement sensor, which adjusts the support force of the hydraulic support rod according to the instructions of the central control unit; The integrated frame structure adopts modular design, which is easy to assemble and disassemble during the grouting reinforcement process; During the grouting reinforcement and maintenance process during the tunnel operation period, the servo intelligent monitoring unit monitors the uplift and subsidence of the tunnel structure and the convergence status of the segments in real time, and transmits the data to the central control unit; the central control unit analyzes the real-time stress conditions of the tunnel through the built-in algorithm, and provides real-time support and force through the adaptive servo support unit, achieving coordination of stress and deformation of the shield tunnel structure under the combined action of external loads.
2. The self-adaptive reinforcement and repair servo support system for assembled shield tunnels according to claim 1 is characterized by: The servo intelligent monitoring unit includes: Displacement sensors are placed at key monitoring points on the tunnel wall to accurately measure tiny displacement changes in the tunnel structure; Pressure sensors are placed at key locations in the tunnel to monitor stress distribution and changes inside the tunnel structure.
3. The self-adaptive reinforcement and repair servo support system for assembled shield tunnels according to claim 1 is characterized by: The central control unit comprises: The computing module is used to process large amounts of data from the servo intelligent monitoring unit and perform complex calculations and analysis; Storage module, used to store historical monitoring data, analysis results and decision instructions; The decision algorithm module is used to output servo support force instructions, analyze monitoring data through generative algorithms, and predict the deformation trend of the tunnel structure; Communication interface, used for data exchange between the servo intelligent monitoring unit and the adaptive servo support unit; The interactive interface provides operators with an intuitive interface for viewing monitoring data, analysis results, and adjustment instructions for the tunnel maintenance process.
4. The self-adaptive reinforcement and repair servo support system for assembled shield tunnels according to claim 1 is characterized by: The adaptive servo support unit comprises: Servo support rods are placed in areas of the tunnel wall where reinforcement is required to provide support force adjustment and offset tunnel deformation; A servo motor is configured in the hydraulic support rod to drive the extension and retraction of the support rod; The servo driver receives instructions from the central control unit and controls the movement of the servo motor; The adaptive servo support unit is connected to the pipe segment through steel bolts at the bolt holes of the pipe segment. According to the deformation and reinforcement requirements of the tunnel structure, it is flexibly configured in the reinforcement requirement area of the tunnel inner wall to dynamically adjust the supporting force of the hydraulic support rod.
5. The self-adaptive reinforcement and repair servo support system for assembled shield tunnels according to claim 1 is characterized by: The assembly and disassembly integrated frame structure includes: Prefabricated steel structural components are placed on the tunnel walls or bottom to provide primary support; Quick-connect components are configured between prefabricated steel structure components for rapid assembly and disassembly.
6. The self-adaptive reinforcement and repair servo support system for assembled shield tunnels according to claim 5 is characterized by: The prefabricated steel structure components include: The base is located at the bottom of the support column and contacts the tunnel floor, used to fix the support column and ensure the stability of the entire structure; Support columns are located at the bottom of the tunnel and arranged along the tunnel axis to provide vertical support. They are made of high-strength steel to withstand the pressure during the grouting process. The crossbeam is arranged between the supporting columns to connect multiple supporting columns and provide horizontal stability and load-bearing capacity; The telescopic rod is configured at the connection between the servo support rod and the support column for telescoping and locking, and is used to adjust the servo support position to adapt to different construction requirements.
7. The self-adaptive reinforcement and repair servo support system for assembled shield tunnels according to claim 5 is characterized by: The quick connection component comprises: The connecting plate is arranged between the crossbeams and inserted into the connecting groove of the support column to realize the connection between the crossbeam and the support column; The connecting groove is arranged at the connection of the supporting column and is used to receive the connecting plate to ensure a tight fit between the crossbeam and the supporting column.
8. The self-adaptive reinforcement and repair servo support system for assembled shield tunnels according to claim 5 is characterized by: The integrated assembly and disassembly frame structure is assembled and disassembled at the arch, side wall and arch bottom of the tunnel according to the specific type of the tunnel and reinforcement requirements. The installation and disassembly of the beams are directly completed through the cooperation of the connecting plates and support columns; the lifting device enables the beams to move upward stably to adapt to different construction requirements.
9. A construction method of the self-adaptive reinforcement and repair servo support system for assembled shield tunnels according to claim 1, wherein the method comprises the following steps during the reinforcement process during the tunnel operation period: Step S1, deployment of the adaptive servo support unit; The layout and number of adaptive servo support units are determined based on the reinforcement requirements during the tunnel operation period. Using an integrated assembly and disassembly frame structure, the adaptive servo support units are quickly deployed on the tunnel inner wall to form a temporary support frame. Utilize servo intelligent monitoring units to comprehensively monitor tunnel structural status, including displacement and pressure data, to ensure the accuracy and integrity of real-time monitoring data; Step S2, grouting reinforcement of the tunnel inner wall; After the adaptive servo support unit is installed, grouting operations are carried out in the grouting holes reserved in the support system according to the predetermined grouting reinforcement plan. During the grouting reinforcement process, the central control unit receives and analyzes monitoring data, predicts the tunnel deformation trend through the decision-making algorithm module, and generates servo support force adjustment instructions accordingly. The instructions are transmitted to the adaptive servo support unit through the communication interface, and the support force is automatically adjusted to achieve instant reinforcement of the tunnel structure. Step S3, dismantling the adaptive servo support unit; After the tunnel grouting reinforcement is completed, based on the tunnel reinforcement effect and the need for long-term safety and stability, the modular structure of the assembled and disassembled integrated frame structure is used to remove no longer needed temporary components and retain the necessary permanent supports. This ensures that the tunnel can quickly return to normal operation after grouting reinforcement, while also providing long-term stability and safety for the tunnel; Step S4, continuous analysis and maintenance of monitoring data; After the tunnel grouting reinforcement is completed, the servo intelligent monitoring unit will continue to be used to monitor the tunnel structure status over the long term. The central control unit will regularly analyze the monitoring data, evaluate the stability of the tunnel structure, and adjust the adaptive servo support unit according to demand to achieve long-term health monitoring and maintenance of the tunnel.
10. A computer system comprising a memory, a processor, and a computer program stored in the memory, wherein: The processor executes the computer program to implement the steps of the construction method according to claim 9.
Citation Information
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