Device and method for preventing over-pouring after trench wall collapse of underground continuous wall

Abstract

The application discloses a kind of underground continuous wall slot wall collapses after preventing overfilling detection device and method, it is related to underground continuous wall construction technical field, wherein, this underground continuous wall slot wall collapses after preventing overfilling detection device includes mobile base, support frame, floating mechanism and prevent overfilling detection mechanism, support frame is installed in mobile base;Floating mechanism is slidably installed in support frame along vertical direction;Prevent overfilling detection mechanism is used to when the concrete in slot section lifts floating mechanism from initial position to sensing position, sensing sensing piece, and sends sensing signal to control module;Control module is used to stop concrete pumping system according to sensing signal.The application realizes the accurate control to the liquid level of supplementary irrigation concrete after underground continuous wall slot wall collapses by the synergistic effect of mobile base, support frame, floating mechanism and prevent overfilling detection mechanism.Improves the operation precision and reliability of supplementary irrigation, reduces the risk of human misjudgment, ensures the quality and efficiency of supplementary irrigation.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of underground continuous wall construction, in particular to a device and method for preventing over-pouring after the collapse of the trench wall of an underground continuous wall. BACKGROUND

[0002] As an important construction technology for deep foundation pit engineering and underground structures, underground continuous walls are widely used in the fields of construction and civil engineering. Their advantages lie in effectively providing support and sealing for underground structures.

[0003] Currently, the over-pouring technology for underground continuous walls after the collapse of the trench wall is mostly operated by on-site personnel relying on observation and experience. The liquid level of the poured concrete is determined through naked-eye monitoring or simple measurement tools.

[0004] However, manual observation and operation are limited by human factors, and there is a risk of misjudgment and delayed reaction, making it difficult to control the liquid level of the poured concrete after the collapse of the underground continuous wall trench wall, and over-pouring often occurs. SUMMARY

[0005] The main purpose of the present application is to provide a device and method for preventing over-pouring after the collapse of the trench wall of an underground continuous wall, aiming to solve the technical problems of difficult control of the liquid level of the poured concrete and over-pouring after the collapse of the trench wall of an underground continuous wall in the prior art.

[0006] To achieve the above-mentioned purpose, the device for preventing over-pouring after the collapse of the trench wall of an underground continuous wall provided by the present application is arranged in a trench section, and comprises:

[0007] a moving base;

[0008] a support frame installed on the moving base;

[0009] a floating mechanism slidably installed on the support frame in the vertical direction, and capable of moving between an initial position extending into the trench section and a sensing position moving out of the trench section; the discharge port of a concrete pumping system is arranged below the floating mechanism;

[0010] an over-pouring prevention detection mechanism comprising a control module, a sensing module, and a sensing piece; the sensing module is installed on one side of the support frame facing the floating mechanism, and the sensing piece is installed on one side of the floating mechanism facing the sensing module corresponding to the position of the sensing module; the sensing module and the concrete pumping system are both electrically connected to the control module;

[0011] The sensing module is configured to sense the sensing element when the concrete in the groove section lifts the floating mechanism from the initial position to the sensing position, and send a sensing signal to the control module.

[0012] The control module is configured to stop the concrete pumping system according to the sensing signal.

[0013] In an embodiment, the floating mechanism comprises a floating plate and a plurality of guide rods, the guide rods are installed on the top of the floating plate in a circumferential direction, each of the guide rods extends in a vertical direction, each of the guide rods is slidably connected with the support frame, the floating plate is arranged below the support frame, the sensing element is installed on the side of the floating plate facing the sensing module, and the sensing element corresponds to the position of the sensing module; the discharge port of the concrete pumping system is arranged below the floating plate; the sensing module is configured to sense the sensing element when the concrete in the groove section lifts the floating plate from the initial position to the sensing position, and send a sensing signal to the control module.

[0014] In an embodiment, the support frame comprises a top plate and a plurality of hollow limiting columns, the hollow limiting columns are installed on the bottom of the top plate in a circumferential direction, the number of the hollow limiting columns corresponds to the number of the guide rods, and each of the guide rods is slidably arranged in the corresponding hollow limiting column in a vertical direction.

[0015] In an embodiment, the top end of each of the hollow limiting columns extends above the top of the top plate, and each of the guide rods is provided with a limiting plate on the top.

[0016] In an embodiment, the concrete pumping system comprises a concrete pump and a pump pipe, the concrete pump is electrically connected with the control module, the inlet of the pump pipe is in communication with the concrete pump, the floating plate is formed with a through hole for inserting the pump pipe, the through hole extends in a vertical direction, and the outlet of the pump pipe is in communication with the through hole.

[0017] In an embodiment, the top of the top plate is provided with an opening for the pump pipe to pass through, the top of the top plate is recessed to form a groove for placing the pump pipe around the periphery of the top, and the outlet of the pump pipe extends downward from the groove to the through hole through the opening.

[0018] In an embodiment, the number of the moving bases is two, and the moving bases are arranged on opposite sides of the top of the groove section; each of the moving bases comprises a trolley and a connecting frame, the bottom end of the connecting frame is installed on the trolley, the top end of the connecting frame is connected with the support frame, and the connecting frame is configured to suspend the support frame on the top of the groove section.

[0019] In an embodiment, a chute is formed on the top of the trolley, and the bottom end of the connecting frame is slidably installed in the chute in a horizontal direction, and the top end of the connecting frame is hinged to the supporting frame.

[0020] In an embodiment, the mobile base further comprises a driving member installed on the trolley, and an output end of the driving member is connected to the bottom end of the connecting frame and used to drive the bottom end of the connecting frame to slide in the chute in a horizontal direction.

[0021] The application further provides a method for preventing over-pouring after the collapse of a trench wall of a diaphragm wall, characterized in that the method uses the device for preventing over-pouring after the collapse of a trench wall of a diaphragm wall as described above, and the method comprises the following steps:

[0022] moving the mobile base to the trench section after the collapse of the trench wall of the diaphragm wall and fixing the mobile base;

[0023] adjusting the floating mechanism to the initial position so that the floating mechanism extends into the trench section;

[0024] controlling the concrete pumping system to deliver concrete into the trench section;

[0025] when the liquid level of the concrete in the trench section rises, the sensing member on the floating mechanism moves with the floating mechanism from the initial position to the sensing position, the sensing module senses the sensing member to generate the sensing signal, and sends the sensing signal to the control module;

[0026] after receiving the sensing signal, the control module controls the concrete pumping system to stop pumping concrete to prevent over-pouring.

[0027] The technical scheme of the application effectively solves the operation limitation that the liquid level of concrete is difficult to control when concrete is poured after the collapse of a trench wall of a diaphragm wall, through the synergistic effect of the mobile base, the supporting frame, the floating mechanism, and the over-pouring prevention detection mechanism. The mobile base and the supporting frame provide stability and maneuverability for the floating mechanism, while the floating mechanism can float with the rising of the liquid level of concrete to monitor the actual height of the liquid level of concrete in the trench section in real time. The sensing module and the sensing member in the over-pouring prevention detection mechanism convert the floating process of the floating mechanism into a sensing signal, and the control module controls the concrete pumping system to stop working according to the sensing signal. Not only does this significantly improve the operation accuracy and reliability of the pouring process after the collapse of a trench wall of a diaphragm wall, but it also reduces the risk of human error and reaction delay, thereby ensuring the quality and efficiency of the concrete pouring process after the collapse of a trench wall of a diaphragm wall. BRIEF DESCRIPTION OF DRAWINGS

[0028] In order to make the technical solutions in the embodiments of the present application or the prior art clearer, the accompanying drawings needed in the embodiments or prior art description will be briefly introduced. Obviously, the accompanying drawings in the following description only need to be some embodiments of the present application, and for ordinary skilled in the art, other drawings can be obtained without creative labor based on the drawings shown.

[0029] Figure 1 Structure schematic view of an embodiment of the underground continuous wall slot wall collapse post-preventive over-pouring detection device provided by the present application;

[0030] Figure 2 Structure schematic view of an embodiment of the floating mechanism provided by the present application;

[0031] Figure 3 Structure schematic view of an embodiment of the support frame provided by the present application;

[0032] Figure 4 Structure schematic view of an embodiment of the mobile base provided by the present application;

[0033] Figure 5 Structure schematic view of an embodiment of the over-pouring prevention detection mechanism provided by the present application;

[0034] Figure 6 Flowchart of an embodiment of the underground continuous wall slot wall collapse post-preventive over-pouring detection method provided by the present application.

[0035] Explanation of the reference signs:

[0036] 100, mobile base; 200, support frame; 300, floating mechanism; 400, over-pouring prevention detection mechanism; 500, concrete pumping system; 110, trolley; 120, connecting frame; 130, driving piece; 111, sliding groove; 210, top plate; 220, hollow limiting column; 211, open mouth; 212, groove; 310, floating plate; 320, guide rod; 311, through hole; 321, limiting plate; 410, control module; 420, induction module; 430, induction piece.

[0037] The implementation, functional features and advantages of the present application will be further described with reference to the embodiments and the accompanying drawings. DETAILED DESCRIPTION

[0038] The technical solutions in the embodiments of the present application will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are only some embodiments of the present application, but not all the embodiments. Based on the embodiments in the present application, all the other embodiments obtained by those skilled in the art without creative labor fall within the protection scope of the present application.

[0039] It should be noted that if the embodiments of the present application involve directional indications (such as up, down, left, right, front, back, etc.), the directional indications are only used to explain the relative position relationship, motion condition, etc. between components in a certain posture, and if the certain posture changes, the directional indications also change accordingly.

[0040] In addition, if the embodiments of the present application involve descriptions such as "first", "second", etc., the descriptions of "first", "second", etc. are only for description purposes, and cannot be understood as indicating or implying the relative importance or implicitly indicating the number of technical features indicated. Therefore, the features limited by "first", "second" can explicitly or implicitly include at least one of the features. In addition, "and / or" or "and / or" appearing throughout the text means that the three parallel schemes include A scheme, or B scheme, or A and B are satisfied at the same time. In addition, the technical solutions of each embodiment can be combined with each other, but it must be based on the realization of ordinary skilled in the art, when the combination of technical solutions appears contradictory or cannot be realized, it should be considered that the combination of technical solutions does not exist, nor within the scope of protection claimed by the present application.

[0041] At present, the underground continuous wall slot wall collapse after irrigation technology in the industry is mostly for on-site personnel to rely on observation and experience for operation. Through naked eye monitoring or simple measurement tool auxiliary, the liquid level height of pouring concrete is determined.

[0042] However, the artificial observation and manual operation are limited by human factors, and there is a risk of judgment error and untimely reaction, which makes it difficult to control the liquid level of the underground continuous wall slot wall collapse after pouring concrete, and the overpouring situation often occurs.

[0043] In order to solve the technical problem, the present application provides a kind of underground continuous wall slot wall collapse after overpouring detection device and method.

[0044] Please refer to Figures 1 to 5In an embodiment of the present application, the underground continuous wall slot wall is arranged in the slot section, and the anti-over-pouring detection device after the underground continuous wall slot wall collapses comprises a moving base 100, a support frame 200, a floating mechanism 300 and an anti-over-pouring detection mechanism 400. The support frame 200 is installed on the moving base 100. The floating mechanism 300 is slidably installed on the support frame 200 in the vertical direction, and the floating mechanism 300 can move between an initial position extending into the slot section and a sensing position moving out of the slot section. The discharge port of a concrete pumping system 500 is arranged below the floating mechanism 300. The anti-over-pouring detection mechanism 400 comprises a control module 410, a sensing module 420 and a sensing piece 430. The sensing module 420 is installed on one side of the support frame 200 facing the floating mechanism 300. The sensing piece 430 is installed on one side of the floating mechanism 300 facing the sensing module 420 corresponding to the position of the sensing module 420. The sensing module 420 and the concrete pumping system 500 are electrically connected to the control module 410. The sensing module 420 is used to sense the sensing piece 430 when the concrete in the slot section lifts the floating mechanism 300 from the initial position to the sensing position, and sends a sensing signal to the control module 410. The control module 410 is used to stop the concrete pumping system 500 according to the sensing signal.

[0045] Specifically, the support frame 200 is installed on the moving base 100 to provide good mobility and stability for the entire floating mechanism 300. The floating mechanism 300 is slidably installed on the support frame 200 in the vertical direction, so that the floating mechanism 300 can move vertically in and out of the slot section, providing a basis for real-time monitoring of the liquid level of the concrete.

[0046] The floating mechanism 300 can move between an initial position extending into the slot section and a sensing position moving out of the slot section. This allows the floating mechanism 300 to float with the rising of the concrete liquid level in the slot section, thereby accurately reflecting the actual height of the concrete in the slot section. The discharge port of the concrete pumping system 500 is arranged below the floating mechanism 300, ensuring that the concrete can be accurately injected into the slot section without interfering with the floating process of the floating mechanism 300.

[0047] Furthermore, the sensing module 420 is installed on one side of the support frame 200 facing the floating mechanism 300, and the sensing piece 430 is installed on one side of the floating mechanism 300 facing the sensing module 420 corresponding to the position of the sensing module 420. This ensures that the sensing module 420 can accurately sense the position of the sensing piece 430 when the floating mechanism 300 rises to a predetermined height, thereby monitoring the liquid level of the concrete in the slot section. The sensing module 420 and the concrete pumping system 500 are electrically connected to the control module 410 to form a closed-loop control system.

[0048] More specifically, when the concrete in the slot section lifts the floating mechanism 300 from the initial position to the sensing position, the sensing module 420 senses the presence of the sensing piece 430 and sends a sensing signal to the control module 410. After receiving the sensing signal, the control module 410 immediately instructs the concrete pumping system 500 to stop working, thereby avoiding overfilling of concrete. The automated control process greatly improves the accuracy and reliability of the post-collapse concrete filling process of the underground continuous wall slot wall.

[0049] In the technical solution provided by the present application, through the cooperative action of the mobile base 100, the support frame 200, the floating mechanism 300, and the overfilling prevention detection mechanism 400, the operational limitations of the difficulty in controlling the concrete liquid level during the post-collapse concrete filling of the underground continuous wall slot wall are effectively solved. The mobile base 100 and the support frame 200 provide stability and maneuverability for the floating mechanism 300, while the floating mechanism 300 can float with the rising of the concrete liquid level and monitor the actual height of the concrete liquid level in the slot section in real time. The overfilling prevention detection mechanism 400 uses the sensing module 420 and the sensing piece 430 to convert the floating process of the floating mechanism 300 into a sensing signal, and the control module 410 controls the concrete pumping system 500 to stop working according to the sensing signal. Not only does this significantly improve the operation accuracy and reliability of the post-collapse concrete filling process of the underground continuous wall slot wall, but it also reduces the risk of human error and reaction delay, thereby ensuring the quality and efficiency of the post-collapse concrete filling of the underground continuous wall slot wall.

[0050] As an optional implementation of the present embodiment, the floating mechanism 300 can adopt a hollow structure to reduce weight and improve buoyancy. The sensing module 420 can use an optical sensor or a magnetic sensor in the prior art to improve the accuracy and response speed of sensing. The control module 410 can use a programmable logic controller (PLC) in the prior art to achieve more complex control logic and data recording functions.

[0051] In the embodiment of the present application, the floating mechanism 300 includes a floating plate 310 and a plurality of guide rods 320, the plurality of guide rods 320 are installed on the top of the floating plate 310 in a circumferential direction, each guide rod 320 extends in a vertical direction, each guide rod 320 is slidably connected with the support frame 200, the floating plate 310 is arranged below the support frame 200, and the sensing piece 430 is installed on the side of the floating plate 310 facing the sensing module 420 corresponding to the position of the sensing module 420; the discharge port of the concrete pumping system 500 is arranged below the floating plate 310; wherein the sensing module 420 is used to sense the sensing piece 430 when the concrete in the slot section lifts the floating plate 310 from the initial position to the sensing position, and send a sensing signal to the control module 410.

[0052] Please continue to refer to Figure 3 and Figure 4In the embodiment of the present application, the support frame 200 comprises a top plate 210 and a plurality of hollow limiting columns 220, which are installed at the bottom of the top plate 210 in a circumferential direction of the top plate 210, and the number of the hollow limiting columns 220 is consistent with the number of the guide rods 320 and is arranged one-to-one, and each guide rod 320 is slidably installed in the corresponding hollow limiting column 220 in a vertical direction.

[0053] Specifically, the top plate 210 serves as the main body of the support frame 200 and provides a solid installation basis for the plurality of hollow limiting columns 220. The plurality of hollow limiting columns 220 are installed in a circumferential direction of the top plate 210, which not only enhances the stability of the overall structure but also provides uniform distribution of guide channels for the guide rods 320.

[0054] The one-to-one arrangement of the hollow limiting columns 220 and the guide rods 320 ensures that each guide rod 320 has a dedicated guide channel. This effectively prevents the guide rods 320 from deviating or interfering during movement, thereby ensuring smooth movement of the floating mechanism 300 and improving the accuracy and reliability of the floating mechanism 300 in monitoring the liquid level of the concrete in the groove section. The guide rods 320 can freely slide in the corresponding hollow limiting columns 220 in a vertical direction, allowing the floating mechanism 300 to accurately follow the changes in the liquid level of the concrete and float upwards. At the same time, this structure also facilitates maintenance and replacement, improving the practicality and service life of the device.

[0055] More specifically, the floating mechanism 300 is connected to the support frame 200 through the guide rods 320 and can move between the initial position in the groove section and the sensing position outside the groove section. This structure of the support frame 200 ensures that the floating mechanism 300 remains stable and accurate throughout the movement process. When the liquid level of the concrete rises, the floating mechanism 300 can smoothly float upwards until it reaches the sensing position and is sensed by the anti-overfilling detection mechanism 400.

[0056] As an optional implementation of the present embodiment, the hollow limiting columns 220 can be made of high-strength alloy materials to improve their wear resistance and service life. The surface of the guide rods 320 can be specially treated, such as chrome plating or coating with low-friction materials, to reduce friction between the hollow limiting columns 220 and improve the smoothness of movement.

[0057] In the embodiment of the present application, the top end of each hollow limiting column 220 extends beyond the top of the top plate 210, and the top of each guide rod 320 is installed with a limiting plate 321.

[0058] Specifically, the main role of the limiting plate 321 is to prevent the guide rod 320 from being completely pulled out of the hollow limiting column 220, ensuring that the floating mechanism 300 is always connected with the support frame 200. The disconnection or out-of-control condition that may occur during the lowering process of the floating mechanism 300 is effectively prevented, and the safety and reliability of the device are greatly improved.

[0059] In the embodiment of the present application, the concrete pumping system 500 comprises a concrete pump and a pump pipe, the concrete pump is electrically connected with the control module 410, the feeding port of the pump pipe is communicated with the concrete pump, the floating plate 310 is formed with a through opening 311 for inserting the pump pipe, the through opening 311 extends vertically, and the discharging port of the pump pipe is communicated with the through opening 311.

[0060] It should be noted that the concrete pumping system 500 is prior art.

[0061] Specifically, the through opening 311 formed on the floating plate 310 extends vertically, providing a movable channel for the pump pipe. The pump pipe can maintain a relatively fixed position when moving up and down on the floating mechanism 300, ensuring that concrete can be continuously delivered into the groove section, even if the delivery is not interrupted during the rising process of the floating mechanism 300. The problems such as pipe twisting or clogging during concrete delivery are greatly reduced.

[0062] Please continue to refer to Figures 1 to 4 In the embodiment of the present application, the top center of the top plate 210 is provided with an opening 211 for the pump pipe to pass through, and the top periphery of the top plate 210 is recessed to form a recess 212 for placing the pump pipe, and the discharging port of the pump pipe extends downward from the recess 212 into the through opening 311 through the opening 211.

[0063] Specifically, the opening 211 formed in the top center of the top plate 210 provides a channel for the pump pipe to pass through the top plate 210, so that the pump pipe can be directly connected to the through opening 311 of the floating mechanism 300 from above the support frame 200. It ensures that the path of the pump pipe is the shortest and most direct, reducing the resistance and bending encountered by the concrete during delivery.

[0064] The recess 212 formed by the recessing of the top periphery of the top plate 210 provides a stable placement position for the pump pipe, effectively preventing the pump pipe from moving laterally or vibrating excessively during operation. Moreover, the recess 212 can also help the operator to easily position and install the pump pipe, improving the operability of the device.

[0065] The outlet of the pump pipe extends downward from the groove 212 to the through hole 311 through the opening 211, forming a continuous concrete conveying channel. Not only does it ensure the continuity and stability of concrete conveying, but also allows the pump pipe to slide freely with the up and down movement of the floating mechanism 300, avoiding damage to the pump pipe caused by the movement of the floating mechanism 300.

[0066] More specifically, the floating mechanism 300 can move between the initial position in the groove segment and the sensing position outside the groove segment, and the continuous channel formed by the opening 211 of the top plate 210 and the through hole 311 of the floating plate 310 ensures that the concrete conveying is not disturbed throughout the process. Improve the accuracy and controllability of concrete pouring.

[0067] As an optional embodiment, the top plate 210 is made of wear-resistant material, such as high-density polyethylene, to prolong the service life of the groove 212 integrally formed with it. The bottom of the groove 212 is slightly inclined to facilitate the drainage of accumulated water or impurities during construction work in rainy weather.

[0068] Please continue to refer to Figure 1 and Figure 4 In the embodiment of the present application, the number of mobile bases 100 is two, and the two mobile bases 100 are arranged on opposite sides of the top of the groove segment; each mobile base 100 includes a trolley 110 and a connecting frame 120, the bottom end of the connecting frame 120 is installed on the trolley 110, and the top end of the connecting frame 120 is connected with the support frame 200 and is used to suspend the support frame 200 on the top of the groove segment.

[0069] It should be noted that the trolley 110 is a prior art.

[0070] Specifically, the number of mobile bases 100 is two, and the two mobile bases 100 are arranged on opposite sides of the top of the groove segment. Ensure that the entire device can move smoothly on the road surface outside the top of the groove segment. Not only does it enhance the support of the overall structure, but it also improves the adaptability of the device, which can adapt to groove segments of different widths.

[0071] The trolley 110, as the bottom structure of the mobile base 100, provides good mobility. The entire device can be easily moved along the extension direction of the groove segment, making it easy to adjust the position and perform detection work in different areas. And the bottom end of the connecting frame 120 is installed on the trolley 110, forming a stable foundation structure.

[0072] The top end of the connecting frame 120 is connected with the support frame 200 and is used to suspend the support frame 200 at the top of the groove section. The cantilevered installation of the support frame 200 is achieved, so that the entire detection device can be suspended above the groove section without interfering with the construction work or structure in the groove section. By suspending the support frame 200 at the top of the groove section through the connecting frame 120, not only the stability of the detection device is ensured, but also the flexibility is improved, so that the device can be easily adjusted in height and position as needed.

[0073] In the embodiment of the present application, the top of the trolley 110 is formed with a sliding groove 111, and the bottom end of the connecting frame 120 is slidably installed in the sliding groove 111 in the horizontal direction, and the top end of the connecting frame 120 is hinged with the support frame 200.

[0074] Specifically, the sliding groove 111 provides a horizontal movement channel for the bottom end of the connecting frame 120, and this horizontal direction is perpendicular to the extension direction of the groove section. The connecting frame 120 can freely slide in the sliding groove 111 in the horizontal direction, thereby realizing the position adjustment capability of the device in the horizontal direction. To adapt to groove sections of different sizes.

[0075] The bottom end of the connecting frame 120 is slidably installed in the sliding groove 111, which not only increases the flexibility of the entire structure, but also improves the stability of the device. This sliding connection allows the connecting frame 120 to be adjusted horizontally in a small range as needed while maintaining stable support. It is conducive to dealing with irregular shapes of the groove section or the need for precise positioning.

[0076] The top end of the connecting frame 120 is hinged with the support frame 200, so that the support frame 200 can rotate at a certain angle relative to the connecting frame 120. It is conducive to adapt to different construction environments and detection needs, for example, when the surface of the groove section is uneven or the detection angle needs to be adjusted, the operator can easily adjust the angle of the support frame 200 through this hinged structure without moving the entire device.

[0077] The embodiment not only improves the accuracy and adaptability of the device, but also enhances the operation convenience. The operator can realize the horizontal fine adjustment through the sliding groove 111 and the vertical angle adjustment through the hinge, so as to quickly and accurately position the detection device to the best position. This multi-dimensional adjustment capability improves the accuracy and efficiency of detection.

[0078] Please continue to refer to Figure 1 and Figure 4 In the embodiment of the present application, the mobile base 100 further comprises a driving member 130, the driving member 130 is installed on the trolley 110, the output end of the driving member 130 is connected with the bottom end of the connecting frame 120, and is used to drive the bottom end of the connecting frame 120 to slide in the sliding groove 111 in the horizontal direction.

[0079] Specifically, the driving member 130 automates the horizontal adjustment process that would otherwise require manual operation, improving the accuracy and efficiency of the device adjustment. The driving member 130 is mounted on the trolley 110, ensuring that the driving member 130 forms a stable whole with the trolley 110, reducing vibration and error during movement.

[0080] The output end of the driving member 130 is connected to the bottom end of the connecting frame 120, enabling the driving member 130 to directly control the horizontal movement of the connecting frame 120 within the chute 111. By precisely controlling the output of the driving member 130, the operator can achieve fine adjustment of the position of the connecting frame 120, improving the precise positioning capability of the device.

[0081] As an optional implementation, the driving member 130 can use a stepper motor in existing technology to achieve higher precision position control. The driving member 130 can be equipped with an encoder for precise monitoring of the position of the connecting frame 120. In addition, a position feedback mechanism can be added to the control system of the driving member 130, so that the entire adjustment process forms a closed-loop control system, further improving the positioning accuracy.

[0082] Please continue to refer to Figures 1 to 5 , and refer to Figure 6 , the present application also proposes a kind of underground continuous wall slot wall collapses after the method for preventing over-pumping detection, apply the underground continuous wall slot wall collapses after the device for preventing over-pumping detection as described above, the underground continuous wall slot wall collapses after the method for preventing over-pumping detection of the described slot section and fixed by the mobile base 100 moves to;

[0083] Step S10, the mobile base 100 is moved to the slot section after the underground continuous wall slot wall collapses and is fixed;

[0084] Step S20, adjust the floating mechanism 300 at the initial position, so that the floating mechanism 300 extends into the slot section;

[0085] Step S30, control the concrete pumping system 500 to transport concrete into the slot section;

[0086] Step S40, when the liquid level of the concrete in the slot section rises, the inductor 430 on the floating mechanism 300 moves with the floating mechanism 300 from the initial position to the sensing position, so that the sensing module 420 senses the inductor 430 to generate the sensing signal, and sends the sensing signal to the control module 410;

[0087] Step S50, after the control module 410 receives the sensing signal, controls the concrete pumping system 500 to stop pumping concrete to prevent over-pumping phenomenon.

[0088] Specifically, step S10 ensures that the detection device can be accurately positioned at the location of the section of the trench that needs to be refilled. By fixing the mobile base 100, a stable foundation is provided for the entire detection process, which helps to improve the accuracy of subsequent operations.

[0089] Step S20 adjusts the floating mechanism 300 to the initial position, so that it extends into the section of the trench. In preparation for the detection process, it is ensured that the floating mechanism 300 can track the rise of the concrete liquid level from the lowest point. By accurately positioning the initial position of the floating mechanism 300, the changes in the concrete liquid level during the entire refilling process can be accurately captured.

[0090] Step S30 controls the concrete pumping system 500 to deliver concrete into the section of the trench. The actual refilling process begins. By controlling the concrete pumping system 500, it can be ensured that the concrete is delivered into the section of the trench at an appropriate rate and quantity.

[0091] In step S40, when the concrete liquid level in the section of the trench rises, the inductor 430 on the floating mechanism 300 moves with the floating mechanism 300 from the initial position to the sensing position. As the concrete liquid level rises, the floating mechanism 300 is gradually raised until the inductor 430 reaches the sensing range of the sensing module 420, causing the sensing module 420 to generate a sensing signal and send it to the control module 410.

[0092] In step S50, after receiving the sensing signal, the control module 410 controls the concrete pumping system 500 to stop pumping concrete, so as to prevent overfilling. Automation control is achieved, ensuring that refilling is stopped in time when the concrete reaches the predetermined height, effectively preventing overfilling.

[0093] It should be understood that the specific structure of the overfilling prevention detection device after the collapse of the underground continuous wall trench wall refers to the above-mentioned embodiments. Since the underground continuous wall trench wall collapse overfilling prevention detection method adopts all the technical solutions of the above-mentioned embodiments, it at least has all the beneficial effects brought by the technical solutions of the above-mentioned embodiments, which will not be repeated here. Among them, the underground continuous wall trench wall collapse overfilling prevention detection method not only improves the construction efficiency and quality, but also reduces the construction risk, provides strong support for the underground continuous wall construction technology, and effectively solves the problems of insufficient precision and unstable operation in the traditional method.

[0094] The above only describes exemplary embodiments of the present application, and does not limit the patent scope of the present application. Any equivalent structural transformation made by using the content of the present application specification and drawings, or direct / indirect application in other related technical fields is included in the patent protection scope of the present application.

Claims

1. A device for detecting over-pouring after a collapse of a trench wall of a diaphragm wall, the diaphragm wall trench wall being provided in a trench section, characterized in that, The underground continuous wall slot wall collapse post-prevention over-pouring detection device comprises: a mobile base; a support frame installed on the mobile base; a floating mechanism slidably installed on the support frame in the vertical direction, and capable of moving between an initial position extending into the slot section and a sensing position moving out of the slot section; the discharge port of a concrete pumping system is arranged below the floating mechanism; an over-pouring prevention detection mechanism comprising a control module, a sensing module and a sensing element, the sensing module is installed on one side of the support frame facing the floating mechanism, the sensing element is installed on one side of the floating mechanism facing the sensing module corresponding to the position of the sensing module, and the sensing module and the concrete pumping system are electrically connected with the control module; wherein the sensing module is used to sense the sensing element when the concrete in the slot section lifts the floating mechanism from the initial position to the sensing position, and send a sensing signal to the control module; the control module is used to stop the concrete pumping system according to the sensing signal; wherein the floating mechanism comprises a floating plate and a plurality of guide rods, a plurality of guide rods are installed on the top of the floating plate in the circumferential direction, each guide rod extends in the vertical direction, each guide rod is slidably connected with the support frame, the floating plate is arranged below the support frame, and the sensing element is installed on one side of the floating plate facing the sensing module corresponding to the position of the sensing module; the discharge port of the concrete pumping system is arranged below the floating plate; wherein the sensing module is used to sense the sensing element when the concrete in the slot section lifts the floating plate from the initial position to the sensing position, and send a sensing signal to the control module; the support frame comprises a top plate and a plurality of hollow limiting columns, a plurality of hollow limiting columns are installed on the bottom of the top plate in the circumferential direction, the number of hollow limiting columns is consistent with and one-to-one corresponding to the number of guide rods, and each guide rod is slidably installed in the corresponding hollow limiting column in the vertical direction; the number of mobile bases is two, and the two mobile bases are arranged on the opposite sides of the top of the slot section; each mobile base comprises a trolley and a connecting frame, the bottom end of the connecting frame is installed on the trolley, the top end of the connecting frame is connected with the support frame, and is used to suspend the support frame on the top of the slot section; the top of the trolley is formed with a sliding groove, the bottom end of the connecting frame is slidably installed in the sliding groove in the horizontal direction, and the top end of the connecting frame is hingedly connected with the support frame.

2. The device for detecting overfilling after the collapse of a diaphragm wall trench according to claim 1, wherein The top end of each hollow limiting column protrudes from the top of the top plate, and the top of each guide rod is installed with a limiting plate.

3. The device for detecting overfilling after the collapse of a diaphragm wall trench according to claim 2, wherein The concrete pumping system comprises a concrete pump and a pump pipe, the concrete pump is electrically connected with the control module, the inlet of the pump pipe is in communication with the concrete pump, the floating plate is formed with a through hole for inserting the pump pipe, the through hole extends in the vertical direction, and the discharge port of the pump pipe is in communication with the through hole.

4. The device for detecting overfilling after the collapse of a diaphragm wall trench according to claim 3, wherein The top center of the top plate is provided with an opening for the pump pipe to pass through, and the top periphery of the top plate is recessed to form a groove for placing the pump pipe, and the discharge port of the pump pipe extends downward from the groove to the through opening through the opening.

5. The apparatus according to claim 1, wherein The moving base further comprises a driving member installed on the trolley, an output end of the driving member being connected with the bottom end of the connecting frame and used for driving the bottom end of the connecting frame to slide in the horizontal direction in the sliding groove.

6. A method for detecting over-pouring after a trench wall collapse of a diaphragm wall, characterized in that, The underground continuous wall slot wall collapse post-prevention over-pouring detection device and method of any one of claims 1 to 5, the underground continuous wall slot wall collapse post-prevention over-pouring detection method comprising: moving the moving base to the slot section after the underground continuous wall slot wall collapse and fixing; adjusting the floating mechanism to the initial position, so that the floating mechanism extends into the slot section; controlling the concrete pumping system to transport concrete into the slot section; when the liquid level of the concrete in the slot section rises, the sensing member on the floating mechanism moves from the initial position to the sensing position along with the floating mechanism, so that the sensing module senses the sensing member to generate the sensing signal and sends the sensing signal to the control module; after receiving the sensing signal, the control module controls the concrete pumping system to stop pumping concrete to prevent over-pouring phenomenon.

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