A tunnel lining construction support structure
Patent Information
- Application Number
- CN202522350405.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-11-05
- Publication Date
- 2026-09-29
- Estimated Expiration
- 2035-11-05
AI Technical Summary
[0003]隧道衬砌施工支撑柱是隧道施工中的关键临时结构,在衬砌混凝土浇筑前,支撑柱通过传递荷载至地基或既有结构,维持开挖面稳定性,防止围岩变形或坍塌,现有的隧道衬砌施工支撑结构升降不够灵活,且支撑力主要依靠升降驱动部件,不仅使升降部件过劳,同时也降低了支撑的稳定性
[0014]本实用新型中,通过设置的一种隧道衬砌施工支撑结构,支撑结构稳定,通过固定立杆、正反电机、转动螺杆等组成中心升降动力,又增加四组气缸伸缩杆形成侧边升降动力,整体可以共同分担荷载,且升降承台板和支撑顶板之间还设置有均匀分布的支撑主杆和支撑副杆,从而避免单侧受力,使支撑更加稳定牢固,减少对周边环境的干扰。
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Figure CN224813824U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of tunnel lining construction technology, specifically to a tunnel lining construction support structure. Background Technology
[0002] Tunnel lining trolleys are specialized equipment essential for secondary processes in tunnel construction. They are used for concrete lining of the tunnel's inner walls. Concrete lining trolleys are indispensable non-standard products in tunnel construction, mainly including simple lining trolleys, fully hydraulic automatic walking lining trolleys, and grid-type lining trolleys. Fully hydraulic lining trolleys can be further divided into side-top arch type, full-circular needle beam type, bottom-form needle beam type, and full-circular through type, etc. Lifting, jacking slipform, and other functions are also commonly used in hydraulic tunnel and bridge construction.
[0003] Tunnel lining support columns are critical temporary structures in tunnel construction. Before the lining concrete is poured, the support columns maintain the stability of the excavation face and prevent deformation or collapse of the surrounding rock by transferring loads to the foundation or existing structure. Existing tunnel lining support structures lack flexibility in lifting and lowering, and the support force mainly relies on the lifting drive components, which not only overworks the lifting components but also reduces the stability of the support.
[0004] Therefore, it is particularly important to design a tunnel lining construction support structure to overcome the above-mentioned technical defects and improve the overall practicality. Utility Model Content
[0005] The purpose of this utility model is to provide a support structure for tunnel lining construction to solve the problems mentioned in the background art.
[0006] To achieve the above objectives, this utility model provides the following technical solution:
[0007] A tunnel lining construction support structure includes a support base plate. Guide pillars are installed at the midpoint of the left and right sides of the top of the support base plate. Guide rails are installed along the height direction on both the front and rear sides of the guide pillars. Cylinder telescopic rods are installed at the four corners of the top of the support base plate. A lifting platform plate is fixed to the drive ends of multiple sets of cylinder telescopic rods. Support main rods are fixed to the left and right sides of the top of the lifting platform plate, located at the front and rear ends of the guide pillars. A fixing sleeve is fixedly sleeved to the bottom outer side of each support main rod. A pulley assembly that slides with the guide rail is installed on one side facing the guide column. Multiple sets of support rods are installed on the top of the lifting platform plate near the middle. The top of the main support column and the support rods are jointly installed with a support top plate. A fixed column is installed in the middle of the top of the support base plate. A forward and reverse motor is installed on the top of the fixed column. The output end of the forward and reverse motor passes through the interior of the fixed column and is connected to a rotating screw. A screw sleeve is threaded onto the outer side of the rotating screw. Lifting brackets are provided on both the left and right sides of the screw sleeve.
[0008] As a preferred embodiment of this utility model, a controller is provided on the support base plate, wherein the controller is connected to the cylinder extension rod and the forward and reverse motors by wires, and the connection method is electrical connection.
[0009] As a preferred embodiment of this utility model, the supporting base plate is provided with assembly brackets on both the left and right sides and at both the front and rear ends, wherein the assembly brackets are provided with assembly bolts inside.
[0010] As a preferred embodiment of this utility model, grooves for guide rods to pass through are provided on both the left and right sides inside the lifting platform plate, and a groove for fixing rods to pass through is provided at the center inside the lifting platform plate.
[0011] As a preferred embodiment of this utility model, both ends of the rotating screw are rotatably connected to the inside of the fixed column through bearing seats, and rectangular grooves for the screw sleeve to move up and down are provided on both the left and right sides of the fixed column.
[0012] As a preferred embodiment of this utility model, the top of the lifting bracket is fixed to the bottom of the lifting platform plate by bolts.
[0013] Compared with the prior art, the beneficial effects of this utility model are:
[0014] In this utility model, a tunnel lining construction support structure is set up. The support structure is stable. The central lifting power is formed by fixed uprights, positive and negative motors, and rotating screws. Four sets of cylinder telescopic rods are added to form the side lifting power. The whole structure can share the load. Furthermore, evenly distributed main support rods and auxiliary support rods are set between the lifting platform plate and the support top plate, thereby avoiding unilateral force, making the support more stable and firm, and reducing interference with the surrounding environment. Attached Figure Description
[0015] Figure 1 This is a schematic diagram of the overall structure of this utility model;
[0016] Figure 2 This is an enlarged schematic diagram of structure A of this utility model;
[0017] Figure 3 This is an enlarged schematic diagram of structure B of this utility model.
[0018] In the diagram: 1. Support base plate; 2. Guide column; 201. Guide slide rail; 3. Cylinder telescopic rod; 4. Lifting platform plate; 5. Support main rod; 501. Fixed rod sleeve; 502. Pulley assembly; 6. Support auxiliary rod; 7. Support top plate; 8. Fixed column; 801. Forward and reverse motor; 802. Rotating screw; 803. Screw sleeve; 804. Lifting bracket. Detailed Implementation
[0019] The technical solutions of the present utility model will be clearly and completely described below with reference to the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of the present utility model without creative effort are within the protection scope of the present utility model.
[0020] To facilitate understanding of this utility model, a more comprehensive description of the utility model will be given below with reference to the accompanying drawings, and several embodiments of the utility model will be provided. However, the utility model can be implemented in many different forms and is not limited to the embodiments described herein. On the contrary, the purpose of providing these embodiments is to make the disclosure of the utility model more thorough and complete.
[0021] For examples, please refer to Figure 1-3 This utility model provides a technical solution:
[0022] A tunnel lining construction support structure includes a support base plate 1. Guide rods 2 are provided at the middle of the left and right sides of the top of the support base plate 1. Guide rails 201 are provided along the height direction on the front and rear sides of the guide rods 2. Cylinder telescopic rods 3 are installed at the four corners of the top of the support base plate 1. The driving ends of multiple sets of cylinder telescopic rods 3 are jointly fixed to a lifting platform plate 4. Support main rods 5 are fixed on the left and right sides of the top of the lifting platform plate 4 and at the front and rear ends of the guide rods 2. A fixing sleeve 501 is fixedly sleeved on the bottom of the outer side of the support main rod 5. A pulley assembly 502 that slides with the guide rails 201 is installed on the side of the fixing sleeve 501 facing the guide rod 2.
[0023] The support base plate 1 is provided with assembly brackets on both the left and right sides and at both the front and rear ends. The assembly brackets are provided with assembly bolts. The lifting platform plate 4 has grooves on both the left and right sides for the guide rods 2 to pass through, and a groove for the fixing rods 8 to pass through is provided in the center of the lifting platform plate 4.
[0024] In this embodiment, multiple sets of supporting auxiliary rods 6 are installed on the top of the lifting platform plate 4 near the middle. The top of the main supporting rod 5 and the supporting auxiliary rods 6 are jointly installed with a supporting top plate 7. A fixed upright rod 8 is installed in the middle of the top of the supporting bottom plate 1. A forward and reverse motor 801 is installed on the top of the fixed upright rod 8. The output end of the forward and reverse motor 801 passes through the interior of the fixed upright rod 8 and is connected to a rotating screw 802. A screw sleeve 803 is threaded onto the outer side of the rotating screw 802. Lifting brackets 804 are provided on both the left and right sides of the screw sleeve 803.
[0025] The base plate 1 is equipped with a controller, which is connected to the cylinder telescopic rod 3 and the forward and reverse motor 801 by wires and the connection is electrical. Both ends of the rotating screw 802 are rotatably connected to the inside of the fixed column 8 through bearing seats. The left and right sides of the fixed column 8 are provided with rectangular slots for the screw sleeve 803 to move up and down. The top of the lifting bracket 804 is fixed to the bottom of the lifting platform plate 4 by bolts.
[0026] The working process of this utility model is as follows: Using the tunnel lining construction support structure designed in this scheme, during operation or work, multiple sets of support bottoms 1 of this support structure are installed at different sections of the tunnel lining, ensuring that each section has at least two sets of symmetrical support to avoid unilateral stress and make the support more stable and secure. The forward and reverse motors 801 start and drive the rotating screw 802 to rotate, thereby driving the screw sleeve 803 to move up and down, causing the lifting support rod 804 to lift the top lifting platform plate 4. Simultaneously, multiple sets of cylinder telescopic rods 3 synchronously lift the lifting platform plate 4. Guides are symmetrically arranged on the support bottom plate 1. The guide rail 201 on the outer side of the upright 2 can slide and guide with the pulley assembly 502 of the main support rod 5 on the lifting platform plate 4, making the up and down movement more stable. Finally, the supporting top plate 7 supports the top of the tunnel lining. The support structure is stable. The central lifting power is formed by the fixed upright 8, the forward and reverse motor 801, and the rotating screw 802. Four sets of cylinder telescopic rods 3 are added to form the side lifting power. The whole can share the load. In addition, the main support rod 5 and the secondary support rod 6 are evenly distributed between the lifting platform plate 4 and the supporting top plate 7, so as to avoid unilateral force, make the support more stable and firm, and reduce the interference to the surrounding environment.
[0027] The controller, cylinder telescopic rod, and forward / reverse motor used in this utility model are all existing known electrical devices, and all can be purchased and used directly on the market. Their structure, circuit, and control principle are all existing known technologies. Therefore, the structure, circuit, and control principle of the controller, cylinder telescopic rod, and forward / reverse motor will not be described in detail here.
[0028] All standard parts used in this application can be purchased from the market. The specific connection methods of each part adopt conventional methods such as bolts, rivets, and welding that are mature in the prior art. The machinery, parts and equipment adopt conventional models in the prior art and are also general components, which are common knowledge in this field.
[0029] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A tunnel lining construction support structure, comprising a support base plate (1), characterized in that: Guide rods (2) are provided at the middle of the left and right sides of the top of the support base plate (1). Guide rails (201) are provided along the height direction on the front and back sides of the guide rods (2). Cylinder telescopic rods (3) are installed at the four corners of the top of the support base plate (1). The driving ends of multiple sets of cylinder telescopic rods (3) are fixed to the lifting platform plate (4). Support main rods (5) are fixed on the left and right sides of the top of the lifting platform plate (4) and at the front and back ends of the guide rods (2). A fixing rod sleeve (501) is fixedly sleeved on the bottom of the outer side of the support main rod (5). The fixing rod sleeve (501) is installed with the guide rail (201) on the side of the fixing rod sleeve (501) facing the guide rod (2). 1) A sliding pulley assembly (502) is provided. Multiple sets of supporting auxiliary rods (6) are installed on the top of the lifting platform plate (4) and near the middle. The top of the supporting main rod (5) and the supporting auxiliary rods (6) are jointly provided with a supporting top plate (7). A fixed upright rod (8) is installed in the middle of the top of the supporting base plate (1). A forward and reverse motor (801) is installed on the top of the fixed upright rod (8). The output end of the forward and reverse motor (801) passes through the interior of the fixed upright rod (8) and is connected to a rotating screw (802). A screw sleeve (803) is threaded on the outer side of the rotating screw (802). Lifting brackets (804) are provided on both the left and right sides of the screw sleeve (803).
2. The tunnel lining construction support structure according to claim 1, characterized in that: A controller is provided on the support base plate (1), wherein the controller is connected to the cylinder extension rod (3) and the forward and reverse motor (801) by wires, and the connection is electrical.
3. The tunnel lining construction support structure according to claim 2, characterized in that: The supporting base plate (1) is provided with assembly brackets on both the left and right sides and at both the front and rear ends, wherein the assembly brackets are provided with assembly bolts inside.
4. The tunnel lining construction support structure according to claim 2, characterized in that: The lifting platform plate (4) has grooves on both the left and right sides for the guide rod (2) to pass through, and a groove in the center of the lifting platform plate (4) for the fixing rod (8) to pass through.
5. A tunnel lining construction support structure according to claim 2, characterized in that: Both ends of the rotating screw (802) are rotatably connected to the inside of the fixed column (8) through bearing seats. The left and right sides of the fixed column (8) are provided with rectangular grooves for the screw sleeve (803) to move up and down.
6. The tunnel lining construction support structure according to claim 2, characterized in that: The top of the lifting bracket (804) is fixed to the bottom of the lifting platform plate (4) by bolts.