Multi-scene adaptive prefabricated non-dismantling formwork system
By dividing the prefabricated template into several template units and designing according to the shape of the tunnel components, the efficiency and safety of tunnel reinforcement and repair are achieved, and the inefficiency and safety hazards of manual scaffolding and high-altitude installation in the existing technology are solved, and resources are saved and labor costs, and timely discover and deal with potential hazards through real-time monitoring systems.
Patent Information
- Application Number
- CN202411579619.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-07
- Publication Date
- 2025-02-14
AI Technical Summary
The existing tunnel reinforcement and maintenance methods rely on manual scaffolding and high-altitude installation, resulting in inefficiency and high-altitude hidden dangers. The conventional prefabricated formwork is heavy and difficult to install quickly, limiting the efficiency and scale of tunnel reinforcement and repair.
Design a multi-scene adaptive prefabricated disassembly-free formwork system. By dividing the prefabricated formwork into several formwork units and designing according to the shape of the tunnel members, the formwork unit is installed on the inner wall of the tunnel by bolts and sealed when pouring concrete. Structure and reinforcement fill layers are reinforced and monitored.
The system improves the efficiency and safety of tunnel reinforcement and repair, reduces the stress level of workers' construction, allows construction to be completed within multiple days, saves resources and labor costs, and promptly detects and deals with potential hazards through real-time monitoring systems.
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Figure CN119435040A_ABST
Abstract
Description
Technical Field
[0001] The present invention belongs to the technical field of prefabricated non-disassembly formwork systems, and in particular relates to a multi-scenario adaptable prefabricated non-disassembly formwork system. Background Art
[0002] In the field of tunnel engineering, tunnel reinforcement and maintenance operations have always been a key link in ensuring the safety of tunnel structures and extending their service life. However, traditional tunnel reinforcement and maintenance methods are highly dependent on manual operations, especially the installation of formwork, which is not only inefficient but also has significant safety hazards. Currently, tunnel reinforcement and maintenance is carried out by building scaffolding inside the tunnel, and then workers lift the heavy formwork to a height of several meters to carry out the work. This process not only tests the physical strength and endurance of the construction workers, but also poses a severe challenge to the safety of the operation.
[0003] Conventional prefabricated formwork, as an important component of tunnel reinforcement and maintenance, is often designed to be heavy based on structural strength and durability considerations. In a limited working space, construction workers need to work together to barely lift the prefabricated formwork and accurately install it in place. This high-intensity physical labor can easily lead to fatigue among construction workers, greatly increasing construction time, and in a high-altitude working environment, once an accident occurs, the consequences will be disastrous. In addition, tunnel reinforcement is generally carried out at night after the vehicle stops operating, and the reinforcement equipment needs to clear the site and complete the site cleanup before the vehicle operates the next day. Therefore, tunnel repair only takes 2 to 3 hours a day, and conventional tunnel reinforcement and repair technology is difficult to complete a large amount of tunnel reinforcement and repair work. Summary of the invention
[0004] The purpose of the present invention is to solve the problem that the existing tunnel reinforcement and maintenance requires manual construction of scaffolding and manual installation of prefabricated templates at a height, but the existing prefabricated templates are generally heavy, and it is very laborious to manually lift the entire template up several meters and install it, and there are safety hazards. Tunnel reinforcement is generally carried out after the vehicle stops at night, and the reinforcement equipment needs to clear the site and complete the on-site cleaning before the vehicle operates the next day. Therefore, the tunnel repair only takes 2 to 3 hours a day, and conventional tunnel reinforcement and repair technology is difficult to complete a large amount of tunnel reinforcement and repair work. Moreover, if a hole in the tunnel is damaged, it is necessary to repair the entire template, which wastes resources and labor costs. Therefore, a multi-scenario adaptive prefabricated non-disassembly template system is proposed.
[0005] In order to achieve the above-mentioned objectives, the present invention adopts the following technical solutions: a multi-scenario adaptive prefabricated non-disassembly formwork system, comprising a plurality of formwork units, wherein the plurality of formwork units are connected to form a reinforced formwork, wherein the shape of the reinforced formwork matches the shape of the inner wall of the tunnel component, adjacent formwork units are connected by a sealing structure, bolts pass through the formwork units and are connected to the tunnel component, and a reinforced filling layer is arranged between the reinforced formwork and the tunnel component.
[0006] As a further description of the above technical solution:
[0007] A mounting groove is provided on one side of the template unit, a sealing gasket is provided on the inner wall of the mounting groove, and a connecting piece is provided on the other side of the template unit. When adjacent template units are connected, the connecting piece is connected inside the sealing gasket.
[0008] As a further description of the above technical solution:
[0009] The connecting piece is in the shape of a cylinder with a large inner diameter and a small outer diameter, and the connecting piece passes through the sealing gasket and is connected to the adjacent template unit. As a further description of the above technical solution:
[0010] The reinforcement filling layer is a concrete layer, and carbon fibers are arranged in the concrete layer.
[0011] As a further description of the above technical solution:
[0012] The template unit is provided with a plurality of mounting holes, and the plurality of mounting holes are evenly arranged in the middle position of the template unit.
[0013] As a further description of the above technical solution:
[0014] Electrodes are arranged in the concrete layer.
[0015] As a further description of the above technical solution:
[0016] The electrodes are connected to a data acquisition unit of a monitoring system via a wire.
[0017] As a further description of the above technical solution:
[0018] The monitoring system is provided with an alarm device, and the alarm device is wirelessly connected to the mobile phone terminal.
[0019] In summary, due to the adoption of the above technical solution, the beneficial effects of the present invention are:
[0020] 1. In the present invention, the prefabricated template is designed into a plurality of template units, and is designed according to the shape of the tunnel component. When the tunnel needs to be reinforced and repaired, the template units are installed on the inner wall of the tunnel one by one by bolts. After the installation is completed, the gap between the tunnel and the template unit is filled. This structure designs the template structure into a plurality of units, which is not only convenient for workers to carry out individual installation and reduce the stress degree of workers during construction, but also if the installation is not completed on the same day, the construction can be continued the next day without starting from the beginning, which greatly increases the construction efficiency and reduces the construction difficulty.
[0021] 2. In the present invention, by pre-embedding connectors and sealing pads in the template units, the template units are connected through connectors passing through the sealing pads, and adjacent template units are squeezed against each other to achieve sealing, thereby avoiding water leakage during the pouring of concrete. This structure is not only easy to install, but also can improve the carbon fiber in the reinforced filling layer to more accurately monitor the entire repair structure. Once an abnormality occurs, the abnormal information will be sent to the construction worker's mobile phone terminal to remind him. At the same time, after it is designed into several units, there is no need to install the entire module for small damage, and specific template units can be installed according to the location of the damage, which not only saves resources but also saves labor costs.
[0022] 3. In the present invention, by setting electrodes in concrete, these electrodes can form a conductive connection with carbon fiber, so as to monitor the resistance change inside the concrete. The electrodes are connected to the data acquisition part of the monitoring system through wires to realize signal transmission and communication. When the carbon fiber concrete is subjected to external force, its internal resistance value will change. This change can be transmitted as an electrical signal through electrodes and wires. The monitoring system receives these electrical signals and converts them into corresponding stress values or strain values for real-time monitoring and analysis. When the monitored physical quantity exceeds the preset threshold, the monitoring system will trigger the early warning or alarm device and send information to the mobile phone of the relevant personnel to remind the relevant personnel to take necessary measures. This structure not only improves construction efficiency, saves labor costs and resources, but also monitors the state of reinforcement and repair. Once an abnormality occurs, it can be rescued in time to avoid causing unnecessary dangers in the tunnel. BRIEF DESCRIPTION OF THE DRAWINGS
[0023] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required for use in the embodiments are briefly introduced below. It should be understood that the following drawings only show certain embodiments of the present invention and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other related drawings can be obtained based on these drawings without creative work.
[0024] Figure 1 This is a three-dimensional diagram of a multi-scenario adaptable prefabricated non-disassembly formwork system.
[0025] Figure 2 This is a side view of a prefabricated, non-disassembly formwork system that is adaptable to multiple scenarios.
[0026] Figure 3 This is a cross-sectional view of a prefabricated, non-disassembly formwork system that is adaptable to multiple scenarios.
[0027] Figure 4 This is a structural schematic diagram of the template unit in a multi-scenario adaptive prefabricated non-disassembly template system.
[0028] Legend:
[0029] 1- template unit; 2- tunnel component; 3- reinforcement filling layer; 4- installation groove; 5- sealing gasket; 6- connecting piece; 7- installation hole. DETAILED DESCRIPTION
[0030] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0031] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Generally, the components of the embodiments of the present invention described and shown in the drawings here can be arranged and designed in various different configurations.
[0032] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the invention claimed for protection, but merely represents selected embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0033] It should be noted that similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, further definition and explanation thereof is not required in subsequent drawings.
[0034] In the description of the embodiments of the present invention, it should be noted that the terms "upper", "inner", etc. indicate directions or positional relationships based on the directions or positional relationships shown in the accompanying drawings, or are directions or positional relationships in which the inventive product is usually placed when in use. They are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore should not be understood as a limitation on the present invention.
[0035] In the description of the present invention, it is also necessary to explain that, unless otherwise clearly specified and limited, the terms "set", "install", "connect", and "connect" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a direct connection, or an indirect connection through an intermediate medium, or it can be the internal communication of two elements. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0036] See also Figure 1-4 The present invention provides a technical solution: a multi-scenario adaptive prefabricated non-disassembly formwork system, comprising a plurality of formwork units 1, wherein the plurality of formwork units 1 are connected to form a reinforced formwork, wherein the shape of the reinforced formwork matches the shape of the inner wall of a tunnel component 2, wherein adjacent formwork units 1 are connected via a sealing structure, wherein bolts pass through the formwork units 1 and are connected to the tunnel component 2, and a reinforced filling layer 3 is provided between the reinforced formwork and the tunnel component 2.
[0037] A mounting groove 4 is provided on one side of the template unit 1 , a sealing gasket 5 is provided on the inner wall of the mounting groove 4 , and a connecting piece 6 is provided on the other side of the template unit 1 . When adjacent template units 1 are connected, the connecting piece 6 is connected inside the sealing gasket 5 .
[0038] The connecting member 6 is in the shape of a cylinder with a large inner diameter and a small outer diameter. The connecting member 6 passes through the sealing gasket 5 and is connected to the adjacent template unit 1 .
[0039] The reinforcement filling layer 3 is a concrete layer, and carbon fibers are arranged in the concrete layer.
[0040] The template unit 1 is provided with a plurality of mounting holes 7 , and the plurality of mounting holes 7 are evenly arranged in the middle of the template unit 1 .
[0041] Electrodes are arranged in the concrete layer. The electrodes are arranged to receive and transmit signals. These electrodes can form a conductive connection with the carbon fibers to monitor the resistance change inside the concrete.
[0042] The electrodes are connected to a data acquisition unit of a monitoring system via a wire to achieve signal transmission and communication.
[0043] The monitoring system is provided with an alarm device, and the alarm device is wirelessly connected to the mobile phone terminal.
[0044] Working principle: The prefabricated template is designed into several template units, and it is designed according to the shape of the tunnel components. When the tunnel needs to be reinforced and repaired, the template units are installed on the inner wall of the tunnel one by one by bolts. When the installation is completed, the gap between the tunnel and the template unit is filled. This structure designs the template structure into several units, which is not only convenient for workers to carry out single installation and reduce the stress of workers during construction, but also if the installation is not completed on the same day, the construction can be continued the next day without starting from scratch, which greatly increases the construction efficiency and reduces the construction difficulty. At the same time, by pre-embedding connectors and sealing gaskets in the template unit, the template units pass through the connectors through the sealing gaskets, and the adjacent template units squeeze each other to avoid water leakage during the pouring of concrete. This structure is not only easy to install, but also can improve the carbon fiber in the reinforcement filling layer to monitor the entire repair structure more accurately. Once an abnormality occurs, the abnormal information will be sent to the mobile terminal of the constructor to remind him. At the same time, after it is designed into several units, there is no need to install the entire module for small damage. According to the location of the damage, specific template units can be installed, which not only saves resources but also saves labor costs.
[0045] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical scheme and inventive concept of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.
Claims
1. A multi-scenario adaptive prefabricated non-disassembly formwork system, characterized in that: It comprises a plurality of template units, which are connected to form a reinforcement template, the shape of the reinforcement template matches the shape of the inner wall of the tunnel component, adjacent template units are connected by a sealing structure, bolts pass through the template units and are connected to the tunnel component, and a reinforcement filling layer is arranged between the reinforcement template and the tunnel component.
2. According to the multi-scenario adaptive prefabricated non-disassembly formwork system of claim 1, it is characterized in that: A mounting groove is provided on one side of the template unit, a sealing gasket is provided on the inner wall of the mounting groove, and a connecting piece is provided on the other side of the template unit. When adjacent template units are connected, the connecting piece is connected inside the sealing gasket.
3. According to claim 2, a multi-scenario adaptive prefabricated non-disassembly formwork system is characterized in that: The connecting piece is in the shape of a cylinder with a large inner diameter and a small outer diameter, and the connecting piece passes through the sealing gasket and is connected to the adjacent template unit.
4. According to the multi-scenario adaptive prefabricated non-disassembly formwork system of claim 1, it is characterized in that: The reinforcement filling layer is a concrete layer, and carbon fibers are arranged in the concrete layer.
5. According to the multi-scenario adaptive prefabricated non-disassembly formwork system of claim 1, it is characterized in that: The template unit is provided with a plurality of mounting holes, and the plurality of mounting holes are evenly arranged in the middle position of the template unit.
6. The multi-scenario adaptive prefabricated non-disassembly formwork system according to claim 1 is characterized in that: Electrodes are arranged in the concrete layer.
7. The multi-scenario adaptive prefabricated non-disassembly formwork system according to claim 1 is characterized in that: The electrodes are connected to a data acquisition unit of a monitoring system via a wire.
8. The multi-scenario adaptive prefabricated non-disassembly formwork system according to claim 7 is characterized in that: The monitoring system is provided with an alarm device, and the alarm device is wirelessly connected to the mobile phone terminal.