Rapid pouring method for fabricated end mold of tunnel lining trolley

By using the prefabricated end-molding method of tunnel lining trolley in tunnel construction, the problem of difficult formwork cleaning and end-molding installation is solved, efficient and high-quality tunnel lining construction is achieved, cost and energy consumption is reduced, and construction safety and seismic resistance are improved.

CN119616538APending Publication Date: 2025-03-14SINOHYDRO FOUND ENG
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202510117804.8
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-01-24
Publication Date
2025-03-14

AI Technical Summary

Technical Problem

During the construction of existing tunnels, the lining formwork is difficult to clean and the end mold is difficult to install, resulting in low construction efficiency and poor quality, and cracks and holes are prone to appear at the end of the lining.

Method used

The prefabricated end molding method of tunnel lining trolley is adopted, including guide rail installation, use of formwork annular cleaning device, prefabricated end mold assembly and precise control of hydraulic lifting and pouring devices to achieve rapid cleaning, simplified installation and improve the quality of concrete pouring.

Benefits of technology

By optimizing the design of the formwork system and prefabricated end molds, the construction speed and quality are significantly improved, the emergence of cracks and holes are reduced, labor costs and energy consumption are reduced, and seismic performance and construction safety are improved.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN119616538A_ABST
    Figure CN119616538A_ABST
Patent Text Reader

Abstract

The invention relates to a tunnel lining trolley assembly type end formwork rapid pouring method which comprises the following steps that S1, a guide rail is installed on a formwork system of a trolley frame, and a formwork annular cleaning device is used for cleaning the inner wall of a tunnel; s2, after the cleaning work of the formwork annular cleaning device is completed, the site worker recycles the formwork annular cleaning device; s3, transporting the prefabricated assembly type end mold to a construction site, and assembling according to design requirements; and S4, the pouring position and pressure of concrete of the vault formwork are accurately controlled through the vault hydraulic lifting pouring device, concrete pouring is conducted, smooth cleaning is conducted through the formwork annular cleaning device in the narrow working environment, the assembly type end formwork is easy and convenient to construct, the vault hydraulic lifting pouring device can improve the concrete pouring quality, and the construction efficiency is improved. According to the method, through the guide rails, the fabricated end molds and the hydraulic lifting pouring device, the efficiency and quality of tunnel lining construction are improved, the cost is reduced, and the structural stability is enhanced.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The present application relates to the technical field of building construction casting, and in particular to a method for rapid casting of an assembled end formwork on a tunnel lining trolley. Background Art

[0002] In the existing tunnel construction, the simple lining trolley is the most basic type, usually used for small or simple tunnel projects. Among them, the fully hydraulic automatic lining trolley is suitable for large tunnel projects and can provide a higher level of automation and construction efficiency.

[0003] In the traditional tunnel lining concrete construction process, the following problems are often encountered: 1. The lining formwork is difficult to clean, affecting construction efficiency; 2. The end formwork is difficult to install, resulting in slow construction progress; 3. The construction quality of the lining end is poor, and cracks and voids are prone to occur; 4. The top of the lining is easily emptied, affecting structural safety. These problems seriously affect the construction quality and progress of the tunnel lining.

[0004] In view of the above-mentioned related technologies, a solution is now proposed. Summary of the invention

[0005] The purpose of this application is to provide a method for quickly casting a tunnel lining trolley assembled end mold to solve the technical problems in the prior art that the lining mold is difficult to clean, the end mold is difficult to install, and the construction quality of the lining end is poor.

[0006] The present application provides a method for rapid casting of tunnel lining trolley assembled end formwork, which adopts the following technical solution: A method for quickly casting a tunnel lining trolley assembled end formwork comprises the following steps: S1. Install the guide rail on the template system of the trolley frame and use the template annular cleaning device to clean the inner wall of the tunnel; S2. After the cleaning work of the template annular cleaning device is completed, the on-site workers recycle the template annular cleaning device, and at the same time, the on-site workers dismantle and store the guide rails in the template system of the trolley frame; S3, transport the prefabricated assembled end formwork to the construction site and assemble it according to the design requirements; S4. Use the arch hydraulic lifting and pouring device to accurately control the pouring position and pressure of the concrete of the arch formwork, and use the jack to control the pouring position and pressure of the concrete of the side wall formwork to pour the concrete.

[0007] Preferably, in step S1, the template annular cleaning device cleans the inner wall to ensure that there is no obvious unevenness on the inner wall, and to ensure that the size and shape of the inner wall are consistent with the design drawing, and the error is controlled within the allowable range. After the cleaning is completed, on-site workers should be arranged to check whether the inner wall surface meets the construction requirements.

[0008] Preferably, in step S2, a label showing the installation position and orientation of the guide rail is provided on the guide rail, and before the guide rail is dismantled, the on-site workers need to take photos to record the original state and installation method of the guide rail, and keep records.

[0009] Preferably, in step S3, the transportation of the assembled end mold should select a suitable means of transportation according to the size and weight of the assembled end mold, and ensure that the transportation route is unobstructed. At the same time, during transportation, the assembled end mold should be wrapped with shock-proof materials such as foam plastics and bubble film, and the type, quantity, weight, size and other information of the module should be marked on the packaging.

[0010] Preferably, in step S4, before starting pouring, the position and angle of the arch hydraulic lifting and pouring device are adjusted through the control console according to the construction drawings and actual on-site conditions, the hydraulic pump station is started, and instructions are sent through the control console to make the lifting mechanism drive the formwork to slowly descend to the specified position. At the same time, during the descent of the formwork, the on-site staff should monitor its position and posture through the control console to ensure accurate docking with the inner wall of the tunnel.

[0011] By adopting the above technical solution, the guide rail is first installed on the formwork system of the trolley frame, and the inner wall of the tunnel is cleaned using the formwork annular cleaning device to ensure that the inner wall has no obvious unevenness and that the size and shape are consistent with the design drawings. After the cleaning work is completed, the formwork annular cleaning device is recovered, and the storage guide rail is removed, the original state and installation method of the guide rail are recorded, the prefabricated assembled end mold is transported to the construction site, and assembled according to the design requirements. During transportation, a suitable transportation tool should be selected, and the end mold should be wrapped with shock-proof materials, and relevant information should be marked. The arch hydraulic lifting casting device is used to accurately control the concrete pouring position and pressure of the arch formwork, and the jack is used to control the concrete pouring position and pressure of the side wall formwork to pour concrete. Before pouring, the position and angle of the casting device are adjusted through the control console to ensure accurate docking with the inner wall of the tunnel.

[0012] Preferably, the tunnel lining trolley used in the rapid casting method comprises a trolley frame, a formwork system, a circumferential formwork cleaning device, an assembled end form and a vault hydraulic lifting and casting device, the trolley frame comprises an upper longitudinal beam, a column and a diagonal brace, the top of the upper longitudinal beam is provided with a vault hydraulic lifting and casting device, columns are provided on both sides below the upper longitudinal beam, a jack is provided on one side of the column, a diagonal brace is provided on the other side of the column, and a walking support is provided below the column.

[0013] Preferably, the formwork system includes a vault formwork and a side wall formwork, the vault formwork is connected to the top of the vault hydraulic lifting and pouring device, and the vault formwork is connected to the trolley frame through the vault hydraulic lifting and pouring device, the side wall formwork is provided with a plurality of groups, and each group of the side wall formworks is symmetrically arranged along the horizontal direction of the trolley frame, one side of the side wall formwork is connected to the jack through bolts, and the side wall formwork is connected to the trolley frame through the jack.

[0014] Preferably, a guide rail is provided inside the template system, and a template annular cleaning device is provided on the outer wall of the guide rail, and the template annular cleaning device includes an outer shell, a servo motor, a rotating base, a brush head, a filter plate, a pulley and a dust suction fan. A servo motor is provided inside the outer shell, one side of the servo motor is connected to the rotating base through an electric wire, and the other side of the servo motor is provided with a pulley. The template annular cleaning device is provided in several groups through the pulley and the rotating base, and each group of the rotating bases is evenly arranged along the vertical direction of the outer shell, a brush head is provided on one side of the rotating base, a filter plate is provided on one side of the brush head, and a dust suction fan is provided on one side of the filter plate.

[0015] By adopting the above scheme, the trolley frame includes an upper longitudinal beam, columns and diagonal braces. The top of the upper longitudinal beam is provided with a vault hydraulic lifting and pouring device, and columns are provided on both sides below. A jack is provided on one side of the column, and a diagonal brace is provided on the other side. A walking support is provided under the column. This structural design can provide stable support to ensure safety and stability during construction. The formwork system includes an vault formwork and a side wall formwork. This formwork system design can achieve rapid installation and disassembly to improve construction efficiency. A guide rail is provided inside the formwork system, and a formwork annular cleaning device is provided on the outer wall of the guide rail. This design can effectively remove debris and old concrete residues on the surface of the formwork, thereby improving the efficiency and effect of formwork cleaning. This tunnel lining trolley has the advantage of cleaning the construction in a narrow working environment through the formwork annular cleaning device, and the vault hydraulic lifting and pouring device can improve the concrete pouring quality.

[0016] Preferably, an assembled end mold comprises an end mold, convex teeth, grooves, bolt holes and LED lamps, a convex tooth is arranged on one side of the end mold, the convex teeth are arranged in several groups, and each group of the convex teeth is evenly arranged along the horizontal direction of the end mold, a groove is arranged on the side of the end mold away from the convex teeth, the grooves are arranged in several groups, and each group of the grooves is evenly arranged along the horizontal direction of the end mold, bolt holes are arranged on both sides of the grooves, and LED lamps are arranged on the outer wall of the end mold, the LED lamps are arranged in several groups, and each group of the LED lamps is evenly arranged along the horizontal direction of the end mold.

[0017] Preferably, the protruding tooth is consistent with the shape of the groove, the end template is assembled by connecting the protruding tooth and the groove, and the protruding tooth is fixed inside the groove by bolts through the bolt holes.

[0018] By adopting the above scheme, the mutual cooperation between the convex teeth and the grooves provides a mechanical interlocking mechanism, which ensures that the various parts of the end mold can be tightly connected after assembly. The assembly of the end mold can be completed quickly through simple insertion and bolt fixing operations, reducing the time for on-site adjustment and processing. The LED lights provide sufficient light to ensure accurate alignment during the assembly process, especially in the dim tunnel environment, and the LED lights are evenly arranged along the horizontal direction of the end mold plate, ensuring uniform distribution of light and avoiding the problems of shadows and insufficient light.

[0019] In summary, the present application includes at least one of the following beneficial technical effects: 1. Through the optimized design of prefabricated assembled end molds and formwork systems, on-site assembly is simple and fast, which reduces the time for on-site processing and adjustment and significantly improves the construction speed; 2. The quality of concrete lining is ensured and the occurrence of cracks and voids is reduced by precisely controlling the concrete pouring position and pressure, as well as the use of guide rail and formwork annular cleaning devices; 3. The use of prefabricated components reduces waste generated by on-site cutting and processing, reduces labor costs, and reduces energy consumption, which is in line with the concept of green buildings. The design of toothed connecting blocks enhances the stability of the overall structure, reduces safety hazards during construction, and improves seismic performance; 4. The rotating brush and powerful dust suction system of the template annular cleaning device can quickly remove debris and old concrete residues on the template surface, greatly improving the efficiency of template cleaning. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 This is a flow chart of a method for rapid casting of a tunnel lining trolley assembled end formwork according to the present invention; Figure 2 A schematic diagram of the structure of a tunnel lining trolley for a method of rapid casting of an assembled end mold of a tunnel lining trolley according to the present invention; Figure 3 It is a schematic diagram of the three-dimensional structure of a circumferential cleaning device of a tunnel lining trolley assembled end mold rapid casting method according to the present invention; Figure 4 It is a schematic cross-sectional structure diagram of a template annular cleaning device for a tunnel lining trolley assembled end template rapid casting method of the present invention; Figure 5 It is a schematic diagram of the three-dimensional structure of an assembled end formwork of a tunnel lining trolley assembled end formwork rapid casting method of the present invention; Figure 6 It is a top view of the three-dimensional structure of an assembled end formwork of a tunnel lining trolley assembled end formwork rapid casting method of the present invention; Figure 7 The present invention is a schematic diagram of the combination of an assembled end form and a template system in a method for rapid casting of an assembled end form on a tunnel lining trolley.

[0021] The accompanying drawings are marked as follows: 1. trolley frame; 101. upper longitudinal beam; 102. column; 103. diagonal brace; 2. formwork system; 201. arch formwork; 202. side wall formwork; 3. guide rail; 4. template circumferential cleaning device; 401. housing; 402. servo motor; 403. rotating base; 404. brush head; 405. filter plate; 406. pulley; 407. dust suction fan; 5. assembled end mold; 501. end mold; 502. convex teeth; 503. grooves; 504. bolt holes; 505. LED lights; 6. arch hydraulic lifting and pouring device; 7. jack; 8. walking support. DETAILED DESCRIPTION

[0022] The following is combined with Figure 1 -Attached Figure 7 , further details of this application are given.

[0023] The embodiment of the present application discloses a method for rapid casting of a tunnel lining trolley assembled end formwork.

[0024] Reference Figure 1 , Figure 2 and Figure 5 A method for quickly casting a tunnel lining trolley assembled end formwork comprises the following steps: S1, installing the guide rail 3 on the template system 2 of the trolley frame 1, and using the template annular cleaning device 4 to clean the inner wall of the tunnel; S2. After the template annular cleaning device 4 is cleaned, the on-site workers recycle the template annular cleaning device 4, and at the same time, the on-site workers dismantle and store the guide rails 3 in the template system 2 of the trolley frame 1; S3, transporting the prefabricated assembled end mold 5 to the construction site and assembling it according to the design requirements; S4. Use the arch hydraulic lifting pouring device 6 to accurately control the pouring position and pressure of the concrete of the arch formwork 201, and use the jack 7 to control the pouring position and pressure of the concrete of the side wall formwork 202 to pour the concrete;

[0025] Specifically, S1, install the guide rail 3 on the template system 2 of the trolley frame 1, determine the installation position of the guide rail 3 on the trolley frame 1 according to the design drawing, and mark it, use measuring tools to ensure the accuracy of the marked position, place the guide rail 3 at the marked position, use bolts or other fixing devices to firmly install it on the trolley frame 1, ensure that the horizontality and verticality of the guide rail 3 meet the requirements, adjust it when necessary, and then check whether the components of the template annular cleaning device 4 are intact to ensure that it can work normally, install the template annular cleaning device 4 on the guide rail 3, ensure that it can move smoothly along the guide rail 3, use the template annular cleaning device 4 to clean the inner wall of the tunnel, start the template annular cleaning device 4, make it move along the guide rail 3, and clean the inner wall of the tunnel; S2. After the cleaning work of the template annular cleaning device 4 is completed, ensure that the template annular cleaning device 4 has completely stopped running and disconnect all power connections to ensure safety. According to the design structure of the device, gradually disassemble the various components of the template annular cleaning device 4, and thoroughly clean the disassembled components to remove residues and dirt. At the same time, check whether each component is damaged or worn. If necessary, replace or repair it in time. The cleaned parts are stored according to classification and placed in the designated storage area. Special protection measures should be taken for vulnerable parts or key parts, such as using anti-rust oil. , wrapping protective materials, etc., the on-site workers recycle the template annular cleaning device 4, and at the same time, the on-site workers dismantle and store the guide rails 3 in the template system 2 of the trolley frame 1. Before dismantling, the guide rails 3 are fully inspected to assess their wear and tear and whether they need to be replaced. The fixing device on the guide rails 3 is loosened with a wrench or other tools, and the guide rails 3 are carefully removed from the trolley frame 1. The removed guide rails 3 are thoroughly cleaned to remove dust, oil and other impurities on the surface, and the cleaned guide rails 3 are classified and stored according to specifications and lengths, and placed in a dry and ventilated indoor environment; S3. According to the project requirements and usage functions, select the appropriate structure type, transport the prefabricated assembled end form 5 to the construction site, make each component according to the design requirements, and conduct strict quality control. Select the appropriate transportation method according to the transportation distance. For a shorter transportation distance, road transportation can be selected, while for a longer transportation distance, water or rail transportation can be selected. Assemble according to the design requirements, ensure that the construction site is flat and clean, and prepare the necessary lifting equipment and tools. Use the lifting equipment to lift the assembled end form 5 to the designated position and fix it with bolts. During the installation process, it is necessary to ensure that the horizontality and verticality of the assembled end form 5 meet the requirements and make necessary adjustments. For the joints and nodes between the assembled end form 5, it is necessary to seal and waterproof to ensure the integrity and durability of the building. S4. Ensure that the position of the arch hydraulic lifting and pouring device 6 is correct, and conduct a comprehensive inspection of the integrity and reliability of its components, adjust the position and angle of the arch hydraulic lifting and pouring device 6 to ensure that it fits tightly with the arch formwork 201, use the arch hydraulic lifting and pouring device 6 to accurately control the pouring position and pressure of the concrete of the arch formwork 201, connect the concrete delivery pump pipe to the lower end of the conduit of the arch hydraulic lifting and pouring device 6, ensure that the connection is firm and there is no leakage, and drive the pump pipe to rise or fall through the arch hydraulic lifting and pouring device 6 to achieve layered pouring, first pouring to the arch formwork 2011 / 2 lining thickness position After the concrete has initially set, it continues to rise to the position of the arch at a distance of 8-12cm from the arch template 2018 for pouring until the arch is completely filled with concrete. At the same time, the jack 7 is installed at the appropriate position of the side wall template 202, and debugged to ensure that it can be lifted and lowered smoothly and withstand the predetermined pressure. The jack 7 is used to control the pouring position and pressure of the concrete of the side wall template 202, and the concrete delivery pump pipe is connected to the pouring port of the side wall template 202 to ensure that the connection is firm and there is no leakage, and the concrete is poured. During the pouring process, the concrete is vibrated with a vibrating device to ensure that the concrete is dense.

[0026] Reference Figure 1 In step S1, the template annular cleaning device 4 cleans the inner wall to ensure that there is no obvious unevenness on the inner wall, and to ensure that the size and shape of the inner wall are consistent with the design drawing, and the error is controlled within the allowable range. After the cleaning is completed, on-site workers should be arranged to check whether the inner wall surface meets the construction requirements.

[0027] Specifically, in step S1, the template annular cleaning device 4 cleans the inner wall to ensure that there is no obvious unevenness on the inner wall, and to ensure that the size and shape of the inner wall are consistent with the design drawing, and the error is controlled within the allowable range. Before using the template annular cleaning device 4, a comprehensive equipment inspection component must be carried out to ensure its integrity and reliability. After cleaning is completed, on-site workers should be arranged to check whether the inner wall surface meets the construction requirements. If the inner wall is not flat and clean enough to meet the construction requirements, a secondary cleaning should be arranged.

[0028] Reference Figure 1 In step S2, a label showing the installation position and orientation of the guide rail 3 is provided on the guide rail 3. Before the guide rail 3 is removed, the on-site workers need to take photos to record the original state and installation method of the guide rail 3, and record them.

[0029] Specifically, in step S2, a label showing the installation position and orientation of the guide rail 3 is provided on the guide rail 3. Before the guide rail 3 is removed, the on-site workers need to take photos to record the original state and installation method of the guide rail 3 and record them. By taking photos to record the original state and installation method of the guide rail 3, it is convenient for subsequent construction personnel to check and trace, and avoid construction problems caused by information loss or errors. Accurate records help ensure that the reinstallation of the guide rail 3 after removal can maintain the original accuracy and alignment, thereby improving the overall construction quality, and detailed records can reduce construction errors caused by human factors or poor communication, and improve construction efficiency and accuracy.

[0030] Reference Figure 1 In step S3, the transportation of the assembled end mold 5 should select appropriate transportation tools according to the size and weight of the assembled end mold 5, and ensure that the transportation route is unobstructed. At the same time, during transportation, the assembled end mold 5 should be wrapped with shock-proof materials such as foam plastics and bubble films, and the type, quantity, weight, size and other information of the module should be marked on the packaging.

[0031] Specifically, in step S3, the transportation of the assembled end mold 5 should select appropriate transportation tools according to the size and weight of the assembled end mold 5. According to the size and weight of the assembled end mold 5, select appropriate transportation tools, such as cranes, low-bed trucks, etc., and ensure that the transportation route is unobstructed. At the same time, during transportation, by selecting appropriate transportation tools and shock-proof materials, the risk of damage to the assembled end mold 5 during transportation can be effectively reduced. Shock-proof materials such as foam plastics and bubble films are required to wrap the assembled end mold 5, and the type, quantity, weight, size and other information of the module are marked on the packaging. Marking detailed information on the packaging will help on-site workers quickly identify and handle the assembled end mold 5 and improve on-site management efficiency. Clear identification and shock-proof measures will help maintain the quality of the assembled end mold 5 and reduce quality problems caused by improper transportation.

[0032] Reference Figure 1 In step S4, before pouring, according to the construction drawings and the actual situation on site, the position and angle of the arch hydraulic lifting pouring device 6 are adjusted through the console, the hydraulic pump station is started, and instructions are sent through the console to make the lifting mechanism drive the template to slowly descend to the specified position. At the same time, during the descent of the template, the on-site staff should monitor its position and posture through the console to ensure accurate docking with the inner wall of the tunnel.

[0033] Specifically, in step S4, before starting pouring, the position and angle of the arch hydraulic lifting and pouring device 6 are adjusted through the control console according to the construction drawings and actual on-site conditions. By accurately controlling the position and angle of the arch hydraulic lifting and pouring device 6, the pouring position of the concrete can be ensured to be more accurate, reducing quality problems caused by position deviations. The position and posture of the template can be monitored in real time to avoid collision or dislocation with the inner wall of the tunnel, thereby ensuring construction safety. The hydraulic pump station is started, and instructions are sent through the control console to enable the arch hydraulic lifting and pouring device 6 to drive the template to slowly descend to the specified position. At the same time, during the descent of the template, the on-site staff should monitor its position and posture through the control console to ensure accurate docking with the inner wall of the tunnel. Accurate docking and a stable pouring process help to ensure the uniformity and density of the concrete, thereby improving the overall project quality.

[0034] Reference Figure 2 , Figure 3 and Figure 4 The tunnel lining trolley used in the rapid casting method includes a trolley frame 1, a template system 2, a template annular cleaning device 4, an assembled end mold 5 and a vault hydraulic lifting and casting device 6. The trolley frame 1 includes an upper longitudinal beam 101, a column 102 and a diagonal brace 103. The top of the upper longitudinal beam 101 is provided with a vault hydraulic lifting and casting device 6, and columns 102 are provided on both sides below the upper longitudinal beam 101. A jack 7 is provided on one side of the column 102, and a diagonal brace 103 is provided on the other side of the column 102. A walking support 8 is provided below the column 102.

[0035] Specifically, the main structural parts such as the upper longitudinal beam 101, the column 102 and the diagonal brace 103 are cut, welded and processed with steel. The top of the upper longitudinal beam 101 is provided with a vault hydraulic lifting and pouring device 6, and the lower sides of the upper longitudinal beam 101 are provided with columns 102. A jack 7 is provided on one side of the column 102, and a diagonal brace 103 is provided on the other side of the column 102. A walking support 8 is provided below the column 102. First, the main structural parts such as the upper longitudinal beam 101, the column 102 and the diagonal brace 103 are cut and welded according to the design requirements to form a trolley frame 1. Then, the vault hydraulic lifting and pouring device 6 is installed on the top of the upper longitudinal beam 101 to ensure that it can realize the lifting function. The design of the jack 7 and the walking support 8 allows the trolley to be adjusted and moved in height as needed to adapt to different construction environments and needs. The model of the arch hydraulic lifting and pouring device 6 used in the rapid pouring method is SC200 / 200TD. The arch hydraulic lifting and pouring device 6 generally includes a template assembly, a pouring pipe, a lifting drive, a rotation drive and a connecting mechanism. The pouring pipe is arranged on the arch template 201 and slides with the arch template 201 to achieve height adjustment and angle rotation of the pouring port. During operation, the arch hydraulic lifting and pouring device 6 sends a concrete gun into the bottom of the second lining end of the arch template 201 for longitudinal continuous pouring. This method can ensure that the concrete maintains continuity and stability during the pouring process, reduce the generation of bubbles and cavities in the tunnel arch pouring, and thus improve the pouring quality.

[0036] Reference Figure 2 The formwork system 2 includes an arch formwork 201 and a side wall formwork 202. The arch formwork 201 is connected to the top of the arch hydraulic lifting and pouring device 6, and the arch formwork 201 is connected to the trolley frame 1 through the arch hydraulic lifting and pouring device 6. The side wall formwork 202 is arranged in several groups, and each group of side wall formworks 202 is symmetrically arranged along the horizontal direction of the trolley frame 1. One side of the side wall formwork 202 is connected to the jack 7 by bolts, and the side wall formwork 202 is connected to the trolley frame 1 through the jack 7.

[0037] Specifically, the formwork system 2 includes an arch formwork 201 and a side wall formwork 202. The arch formwork 201 is usually made of high-strength steel to ensure that it can withstand greater pressure without deformation during the concrete pouring process. Its surface needs to be specially treated to ensure that the appearance of the concrete is flat and smooth. The arch formwork 201 is connected to the top of the arch hydraulic lifting and pouring device 6, and the arch formwork 201 is connected to the trolley frame 1 through the arch hydraulic lifting and pouring device 6. The side wall formwork 202 is also made of high-strength steel and is connected to the jack 7 by bolts. This design allows the formwork to be adjusted in height as needed to adapt to the construction needs of tunnels at different heights. The side wall formwork 202 is provided with several groups, and each group of side wall formworks 202 is symmetrically arranged along the horizontal direction of the trolley frame 1. One side of the side wall formwork 202 is connected to the jack 7 by bolts, and the side wall formwork 202 is connected to the trolley frame 1 by the jack 7. In actual operation, the arch formwork 201 is first installed in place, and then fixed to the trolley frame 1 by the arch hydraulic lifting and pouring device 6. Next, the side wall formworks 202 are grouped according to the design requirements and arranged symmetrically on both sides of the trolley frame 1. Finally, each group of side wall formworks 202 is connected to the jack 7 using bolts, and further connected to the trolley frame 1 through the jack 7. This not only ensures the stability of the formwork system 2, but also facilitates subsequent pouring operations. The use of integral large-scale steel formworks instead of traditional bracket formwork technology significantly improves construction efficiency and quality. At the same time, since the formwork system 2 can be quickly assembled and disassembled, the construction period is greatly shortened.

[0038] Reference Figure 2 , Figure 3 and Figure 4 A guide rail 3 is arranged inside the template system 2, and a template annular cleaning device 4 is arranged on the outer wall of the guide rail 3. The template annular cleaning device 4 includes a shell 401, a servo motor 402, a rotating base 403, a brush head 404, a filter plate 405, a pulley 406 and a dust suction fan 407. A servo motor 402 is arranged inside the shell 401, one side of the servo motor 402 is connected to the rotating base 403 through an electric wire, and a pulley 406 is arranged on the other side of the servo motor 402. The template annular cleaning device 4 is arranged in several groups with the rotating base 403 through the pulley 406, and each group of rotating bases 403 is evenly arranged along the vertical direction of the shell 401, a brush head 404 is arranged on one side of the rotating base 403, a filter plate 405 is arranged on one side of the brush head 404, and a dust suction fan 407 is arranged on one side of the filter plate 405.

[0039] Specifically, the template system 2 is provided with a guide rail 3 inside, and a template annular cleaning device 4 is provided on the outer wall of the guide rail 3. The template annular cleaning device 4 includes a housing 401, a servo motor 402, a rotating base 403, a brush head 404, a filter plate 405, a pulley 406 and a dust suction fan 407. The housing 401 is usually made of a strong and durable material, such as metal or high-strength plastic, to ensure that it can withstand certain impacts and pressures in the construction environment. Its internal space is designed to accommodate other components and ensure that they can operate normally. The housing 401 is provided with a servo motor 402 inside. The servo motor 402 is the core power source of the template annular cleaning device 4, which is responsible for driving the rotating base 403 and the brush head 404 thereon to rotate. The servo motor 402 has high-precision control capabilities and can adjust the speed and direction as needed. One side of the servo motor 402 is connected to the rotating base 403 through wires. The rotating base 403 is connected to the servo motor 402 through wires and is fixed to the housing 401 through a pulley 406. Its function is to support the brush The servo motor 402 is provided with a pulley 406 on the other side of the servo motor 402, and the pulley 406 is used to fix the position of the template annular cleaning device 4 and allow it to move within a certain range so as to better adapt to different working environments. The template annular cleaning device 4 is provided with several groups through the pulley 406 and the rotating base 403, and each group of rotating bases 403 is evenly arranged along the vertical direction of the outer shell 401, and a brush head 404 is provided on one side of the rotating base 403, and the brush head 404 is installed on the rotating base 403 for removing dust and debris from the surface of the template. The brush head 404 is usually made of soft and wear-resistant material. A filter plate 405 is arranged on one side of the brush head 404. The filter plate 405 is located on one side of the brush head 404 and is used to filter dust particles in the inhaled air to prevent them from entering the dust suction fan 407 or other sensitive components. A dust suction fan 407 is arranged on one side of the filter plate 405. The dust suction fan 407 is responsible for sucking in the dust generated during the cleaning process and discharging it outside the system to keep the construction site clean. The template annular cleaning device 4 can quickly and effectively clean the template surface, reducing the time and labor intensity of manual cleaning, thereby improving the overall construction efficiency. By timely cleaning the dust and debris on the template surface, these impurities can be prevented from mixing into the concrete, thereby ensuring the quality of concrete pouring.

[0040] Reference Figure 5 , Figure 6 and Figure 7The assembled end mold 5 includes an end mold plate 501, a convex tooth 502, a groove 503, a bolt hole 504 and an LED lamp 505. A convex tooth 502 is arranged on one side of the end mold plate 501. The convex tooth 502 is arranged in several groups, and each group of convex teeth 502 is evenly arranged along the horizontal direction of the end mold plate 501. A groove 503 is arranged on the side of the end mold plate 501 away from the convex tooth 502. The groove 503 is arranged in several groups, and each group of grooves 503 is evenly arranged along the horizontal direction of the end mold plate 501. Bolt holes 504 are arranged on both sides of the groove 503. LED lamps 505 are arranged on the outer wall of the end mold plate 501. The LED lamps 505 are arranged in several groups, and each group of LED lamps 505 is evenly arranged along the horizontal direction of the end mold plate 501.

[0041] Specifically, the end template 501 is made of high-strength steel and is formed by cutting, welding and other processes. The surface of the end template 501 needs to be treated with rust prevention, such as spraying anti-rust paint or galvanizing, to improve durability and corrosion resistance. A convex tooth 502 is provided on one side of the end template 501. The convex tooth 502 is made of wear-resistant material and is machined to ensure dimensional accuracy and surface finish. The design of the convex tooth 502 needs to consider the matching with the groove 503 to ensure the tightness and stability of the connection. The convex tooth 502 is provided in several groups, and each group of convex teeth 502 is evenly arranged along the horizontal direction of the end template 501. A groove 503 is provided on the side of the end template 501 away from the convex tooth 502. The groove 503 is a reserved position on the end template 501 and is formed through precision machining to ensure a perfect fit with the convex tooth 502. A lubricant can be applied inside the groove 503 to reduce friction resistance during installation. The groove 503 is provided in several groups, and each group of grooves 503 is evenly arranged along the horizontal direction of the end template 501. Bolt holes 504 are provided on both sides of the groove 503. The bolt holes 504 are According to the design requirements, holes are precisely drilled on the end template 501, and the hole diameter and position need to be strictly controlled to ensure the stability and strength of the bolt connection. An LED lamp 505 is arranged on the outer wall of the end template 501. The LED lamp 505 uses waterproof, dustproof, and high-brightness LED lamps, which are installed on the outer wall of the end template 501 and connected to the power supply through wires. The LED lamp 505 can be used for lighting or as an indicator mark during the construction process. There are several groups of LED lamps 505, and each group of LED lamps 505 is evenly arranged along the horizontal direction of the end template 501. Multiple end templates 501 are spliced ​​according to the requirements of the design drawings through the cooperation of convex teeth 502 and grooves 503. During the splicing process, it is necessary to ensure that the end templates 501 are tightly fitted without gaps. After the end template 501 is assembled, concrete is poured. During the pouring process, attention should be paid to controlling the fluidity and vibration effect of the concrete to ensure that the concrete is tightly combined with the template without voids and honeycomb phenomena.

[0042] Reference Figure 5 , Figure 6 and Figure 7The protruding teeth 502 and the grooves 503 have the same shape, and the end template 501 is assembled by connecting the protruding teeth 502 and the grooves 503 , and the protruding teeth 502 are fixed inside the grooves 503 by bolts through the bolt holes 504 .

[0043] Specifically, the shape of the protruding teeth 502 is consistent with that of the groove 503. The end template 501 is assembled by connecting the protruding teeth 502 and the groove 503. At the same time, the protruding teeth 502 are fixed to the inside of the groove 503 by bolts through the bolt holes 504. The matching connection of the protruding teeth 502 and the groove 503 provides an additional support point, thereby enhancing the overall stability of the template. This design can effectively prevent the template from displacement or deformation during the construction process. The protruding teeth 502 are fixed to the inside of the groove 503 through the bolt holes 504, further increasing the firmness of the connection, ensuring that the template remains stable when subjected to concrete pressure and other construction loads. The design of the protruding teeth 502 and the groove 503 makes the connection between the templates simpler and faster, reduces the installation time, and improves the construction efficiency. At the same time, due to the precise matching of the protruding teeth 502 and the groove 503, the close fit between the templates can be ensured, reducing the leakage of concrete during the concrete pouring process, thereby improving the construction quality of the concrete structure.

[0044] The implementation principle of the embodiment of the present application is as follows: the guide rail 3 is installed on the formwork system 2 of the trolley frame 1, and the inner wall of the tunnel is cleaned using the formwork annular cleaning device 4 to ensure that there is no obvious unevenness on the inner wall, and to ensure that the size and shape of the inner wall are consistent with the design drawings, and the error is controlled within the allowable range. After the cleaning is completed, on-site workers are arranged to check whether the surface of the inner wall meets the construction requirements. If necessary, secondary cleaning is performed. After the cleaning work of the formwork annular cleaning device 4 is completed, the on-site workers recycle the formwork annular cleaning device 4, and at the same time, the guide rail 3 in the formwork system 2 of the trolley frame 1 is dismantled and stored, the original state and installation method of the guide rail 3 are recorded, the prefabricated assembled end mold 5 is transported to the construction site, and the prefabricated assembled end mold 5 is transported according to the design requirements. Assemble the parts and select appropriate means of transport to ensure that the transport route is unobstructed. At the same time, use foam plastics, bubble film and other shock-proof materials to wrap the assembled end mold 5, and indicate the type, quantity, weight, size and other information of the module on the package. Use the arch hydraulic lifting and pouring device 6 to accurately control the concrete pouring position and pressure of the arch formwork 201. At the same time, use the jack 7 to control the concrete pouring position and pressure of the side wall formwork 202 to pour the concrete. Before pouring, adjust the position and angle of the arch hydraulic lifting and pouring device 6 through the console according to the construction drawings and actual conditions on site, start the hydraulic pump station, and send instructions through the console to make the lifting mechanism drive the formwork to slowly descend to the specified position to ensure accurate docking with the inner wall of the tunnel.

[0045] First, the trolley frame 1 is moved to the tunnel construction site, and the walking support 8 is fixed on the ground. Then, the arch hydraulic lifting and pouring device 6 is installed on the top of the upper longitudinal beam 101, and the arch template 201 is connected to the top of the arch hydraulic lifting and pouring device 6. Several groups of side wall templates 202 are symmetrically arranged along the horizontal direction of the trolley frame 1, and connected to the jack 7 by bolts. The jack 7 is used to adjust the position and angle of the side wall template 202. Before pouring concrete, the template needs to be cleaned to ensure that the concrete can flow into the template smoothly. At this time, the servo motor 402 is started, and the rotating base 403 is driven to rotate through the pulley 406, so that the brush head 404 cleans the surface of the template. At the same time, the dust suction fan 407 starts to work, and the dust generated during the cleaning process is sucked into the filter plate 405. When the template is cleaned, the concrete pouring starts. , the concrete is transported to the arch formwork 201 through the arch hydraulic lifting and pouring device 6, and the concrete is transported to the side walls on both sides of the tunnel through the side wall formwork 202. In this process, the position and angle of the side wall formwork 202 can be adjusted by the jack 7 to ensure that the concrete can be evenly distributed in the tunnel. After the concrete pouring is completed, the arch hydraulic lifting and pouring device 6 is stopped and the concrete is waited to solidify. During the concrete solidification period, the formwork annular cleaning device 4 can be used to clean and maintain the formwork. When the concrete is completely solidified, the arch formwork 201 and the side wall formwork 202 can be removed. At this time, the jack 7 can be used to remove the side wall formwork 202 from the tunnel side wall, and then the arch formwork 201 is removed from the arch hydraulic lifting and pouring device 6. Finally, the trolley frame 1 is moved out of the tunnel construction site to complete the entire construction process.

[0046] Align the end template 501 with the protruding teeth 502 with the other end template 501 with the grooves 503, ensure that each set of protruding teeth 502 is completely matched with the corresponding grooves 503, use bolts to fix the protruding teeth 502 inside the grooves 503 through the bolt holes 504, and ensure that all bolts are tightened in place to ensure the firmness and stability of the connection. A modular design is adopted, and the cooperation of the protruding teeth 502 and the grooves 503 can achieve fast and convenient assembly and disassembly. This design not only improves construction efficiency, but also facilitates maintenance and replacement.

[0047] The embodiments of this specific implementation are all preferred embodiments of the present application, and are not intended to limit the protection scope of the present application. The same components are represented by the same figure marks. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A method for rapid casting of tunnel lining trolley assembled end formwork, characterized in that: The following steps are involved: S1, installing the guide rail (3) onto the template system (2) of the trolley frame (1), and using the template annular cleaning device (4) to clean the inner wall of the tunnel; S2. After the cleaning work of the template annular cleaning device (4) is completed, the on-site workers recycle the template annular cleaning device (4), and at the same time, the on-site workers dismantle and store the guide rails (3) in the template system (2) of the trolley frame (1); S3, transporting the prefabricated assembled end mold (5) to the construction site and assembling it according to the design requirements; S4. Use the arch hydraulic lifting pouring device (6) to accurately control the pouring position and pressure of the concrete of the arch formwork (201), and use the jack (7) to control the pouring position and pressure of the concrete of the side wall formwork (202), so as to pour the concrete.

2. A method for rapid casting of tunnel lining trolley assembled end formwork according to claim 1, characterized in that: In step S1, the template annular cleaning device (4) cleans the inner wall to ensure that there is no obvious unevenness on the inner wall, and to ensure that the size and shape of the inner wall are consistent with the design drawing, and the error is controlled within the allowable range. After the cleaning is completed, on-site workers should be arranged to check whether the inner wall surface meets the construction requirements.

3. A method for rapid casting of tunnel lining trolley assembled end formwork according to claim 1, characterized in that: In step S2, a label indicating the installation position and orientation of the guide rail (3) is provided on the guide rail (3). Before the guide rail (3) is removed, the on-site workers need to take photos to record the original state and installation method of the guide rail (3), and record them.

4. A method for rapid casting of tunnel lining trolley assembled end formwork according to claim 1, characterized in that: In step S3, the transportation of the assembled end mold (5) should select a suitable means of transportation according to the size and weight of the assembled end mold (5), and ensure that the transportation route is unobstructed. At the same time, during the transportation process, the assembled end mold (5) should be wrapped with shock-proof materials such as foam plastics and bubble films, and the type, quantity, weight, size and other information of the module should be marked on the packaging.

5. A method for rapid casting of tunnel lining trolley assembled end formwork according to claim 1, characterized in that: In step S4, before pouring, the position and angle of the arch hydraulic lifting pouring device (6) are adjusted through the control console according to the construction drawings and the actual situation on site, the hydraulic pump station is started, and instructions are sent through the control console so that the lifting mechanism drives the template to slowly descend to the specified position. At the same time, during the process of the template descending, the on-site staff should monitor its position and posture through the control console to ensure accurate docking with the inner wall of the tunnel.

6. A method for rapid casting of tunnel lining trolley assembled end formwork according to claim 1, characterized in that: The tunnel lining trolley used in the rapid casting method comprises a trolley frame (1), a template system (2), a template annular cleaning device (4), an assembled end mold (5) and a vault hydraulic lifting casting device (6). The trolley frame (1) comprises an upper longitudinal beam (101), a column (102) and a diagonal brace (103). The top of the upper longitudinal beam (101) is provided with a vault hydraulic lifting casting device (6). Both sides below the upper longitudinal beam (101) are provided with columns (102). A jack (7) is provided on one side of the column (102), and a diagonal brace (103) is provided on the other side of the column (102). A walking support (8) is provided below the column (102).

7. A method for rapid casting of tunnel lining trolley assembled end formwork according to claim 6, characterized in that: The formwork system (2) comprises an arch formwork (201) and a side wall formwork (202); the arch formwork (201) is connected to the top of the arch hydraulic lifting and pouring device (6), and the arch formwork (201) is connected to the trolley frame (1) via the arch hydraulic lifting and pouring device (6); the side wall formwork (202) is provided in a plurality of groups, and each group of the side wall formwork (202) is symmetrically arranged along the horizontal direction of the trolley frame (1); one side of the side wall formwork (202) is connected to the jack (7) via bolts, and the side wall formwork (202) is connected to the trolley frame (1) via the jack (7).

8. A method for rapid casting of tunnel lining trolley assembled end formwork according to claim 6, characterized in that: A guide rail (3) is arranged inside the template system (2); a template annular cleaning device (4) is arranged on the outer wall of the guide rail (3); the template annular cleaning device (4) comprises a housing (401), a servo motor (402), a rotating base (403), a brush head (404), a filter plate (405), a pulley (406) and a dust suction fan (407); a servo motor (402) is arranged inside the housing (401); one side of the servo motor (402) is connected to the rotating base (403) via an electric wire. ), a pulley (406) is provided on the other side of the servo motor (402), the template annular cleaning device (4) is provided with a plurality of groups through the pulley (406) and the rotating base (403), and each group of the rotating bases (403) is evenly arranged along the vertical direction of the housing (401), a brush head (404) is provided on one side of the rotating base (403), a filter plate (405) is provided on one side of the brush head (404), and a dust suction fan (407) is provided on one side of the filter plate (405).

9. A method for rapid casting of tunnel lining trolley assembled end formwork according to claim 6, characterized in that: The assembled end mold (5) comprises an end mold plate (501), convex teeth (502), a groove (503), a bolt hole (504) and an LED lamp (505); a convex tooth (502) is arranged on one side of the end mold plate (501); the convex teeth (502) are arranged in a plurality of groups, and each group of the convex teeth (502) is evenly arranged along the horizontal direction of the end mold plate (501); a groove (503) is arranged on a side of the end mold plate (501) away from the convex teeth (502); the groove (503) is arranged in a plurality of groups, and each group of the grooves (503) is evenly arranged along the horizontal direction of the end mold plate (501); bolt holes (504) are arranged on both sides of the groove (503); and an LED lamp (505) is arranged on the outer wall of the end mold plate (501); the LED lamp (505) is arranged in a plurality of groups, and each group of the LED lamps (505) is evenly arranged along the horizontal direction of the end mold plate (501).

10. A method for rapid casting of tunnel lining trolley assembled end formwork according to claim 9, characterized in that: The protruding teeth (502) and the grooves (503) have the same shape, and the end template (501) is assembled by connecting the protruding teeth (502) and the grooves (503). The protruding teeth (502) are fixed inside the grooves (503) by bolts through the bolt holes (504).