Construction support for subway tunnel track area

Abstract

The utility model discloses a subway tunnel rail area construction support, including support body and chassis. The support body has the construction platform, and the support body is equipped with the support gyro wheel with the contact of tunnel pipe wall. The chassis includes the base articulated with the support body and the first gyro wheel and the second gyro wheel installed on the base, and the chassis still includes the telescopic part installed on the base and the third gyro wheel installed on the telescopic part. The first gyro wheel is used for contacting with the top surface of the track, and the second gyro wheel and the third gyro wheel are respectively used for contacting with the two side surfaces of the track, and the telescopic part is used for driving the third gyro wheel to abut or away from the side surface of the track. The above-mentioned subway tunnel rail area construction support, the first gyro wheel, the second gyro wheel and the third gyro wheel three-point occlusion are fixed on the track, can guarantee the stability of construction support, avoid the construction support to appear to shake or overturn, guarantee the personal safety of construction personnel.

Description

Technical Field

[0001] This utility model relates to the field of tunnel construction technology, specifically to a construction support for the track area of ​​a subway tunnel. Background Technology

[0002] The subway tunnel track area is the core area for train operation, mainly including the track lines, overhead contact system, communication and signaling equipment, and drainage ditches and other ancillary facilities, providing basic support and power guarantee for train operation. After the tunnel construction is completed and the tracks are laid, a large amount of construction work is required in the tunnel track area, including decoration, electromechanical installation, and sealing of manholes.

[0003] When carrying out construction or maintenance in the track area, scaffolding is often required. Traditional scaffolding consists of a support body, with rollers installed at the bottom of the support body to contact the track and move along it. The upper part of the support body is equipped with a construction platform for workers to stand and ensure safety. The support body is also equipped with support rollers that contact the tunnel wall to ensure stability of the support against the tunnel wall.

[0004] Existing scaffolding, although designed with rollers at the bottom and top to facilitate movement within the track area, suffers from several drawbacks. The bottom of the scaffolding only contacts the track via rollers, and the top also relies on rollers to contact the tunnel wall for stability. This makes the scaffolding prone to swaying or overturning, posing a threat to the safety of construction workers. Utility Model Content

[0005] Therefore, it is necessary to provide a construction support system for subway tunnel track areas to address the problem that existing scaffolding is prone to swaying or overturning, posing a threat to the personal safety of construction workers on it.

[0006] A construction support system for subway tunnel track areas includes: The support body includes a construction platform and is equipped with supporting rollers that contact the tunnel wall; and The chassis includes a base hinged to the support body and a first roller and a second roller mounted on the base. The chassis also includes a telescopic member mounted on the base and a third roller mounted on the telescopic member. The first roller is used to contact the top surface of the track, the second roller and the third roller are used to contact the two sides of the track respectively, and the telescopic member is used to drive the third roller to abut against or move away from the side of the track.

[0007] In one embodiment, the base is provided with a support, and the telescopic member is detachably installed within the support.

[0008] In one embodiment, the telescopic component is a jack.

[0009] In one embodiment, the base includes a top plate and a first side plate and a second side plate mounted on opposite sides of the top plate. The top plate is hinged to the bracket body. The first roller is mounted on the top plate, the second roller is mounted on the first side plate, and the telescopic member is mounted on the second side plate.

[0010] In one embodiment, the support body includes a deformable frame structure that deforms to maintain the level of the construction platform.

[0011] In one embodiment, the deformable frame structure includes a parallelogram frame and a deformation telescopic member that drives the parallelogram frame to deform, and the construction platform is located on the top edge of the parallelogram frame.

[0012] In one embodiment, the parallelogram frame includes a first vertical rod, a horizontal beam, a second vertical rod, and a support rod arranged sequentially along the circumferential direction. The first vertical rod, the horizontal beam, the second vertical rod, and the support rod are hinged sequentially. The two ends of the deformable telescopic member are respectively hinged to the first vertical rod and the horizontal beam. The first vertical rod is hinged to the base. The construction platform is disposed on the horizontal beam.

[0013] In one embodiment, the beam is equipped with a tilt sensor.

[0014] In one embodiment, the deformable frame structure is provided with two sets at intervals, and the first vertical rods of the two sets of deformable frames are connected by multiple sets of connecting rods, and the multiple sets of connecting rods are used to form a ladder.

[0015] In one embodiment, the construction platform is surrounded by safety railings.

[0016] The aforementioned construction supports for subway tunnel track areas have at least the following advantages: When in use, the telescopic component retracts, causing the third roller to move and cover the base onto the track. Then, the first roller contacts the top surface of the track, and the second roller contacts the side surface of the track. Next, the telescopic component drives the third roller to move towards the track and contact the other side of the track. The first, second, and third rollers are engaged and fixed to the track at three points, ensuring the stability of the construction support and preventing it from shaking or overturning, thus guaranteeing the safety of construction personnel. Attached Figure Description

[0017] To more clearly illustrate the specific embodiments of this utility model, the accompanying drawings used in the specific embodiments will be briefly described below. In all the drawings, the elements or parts are not necessarily drawn to scale.

[0018] Figure 1 This is a schematic diagram of the construction support structure arranged inside a subway tunnel track area in one embodiment. Figure 2 for Figure 1 The diagram shows the structural schematic of the construction support for the subway tunnel track area. Figure 3 for Figure 2 Schematic diagram of the mid-chassis; Figure 4 This is a schematic diagram showing the first vertical members of two sets of deformable frames connected by multiple sets of connecting rods.

[0019] Figure label: 1-Track, 2-Tunnel wall, 10-Support body, 11-Construction platform, 12-Support roller, 13-Parallelogram frame, 131-First vertical rod, 132-Crossbeam, 133-Second vertical rod, 134-Support rod, 135-Connecting rod, 14-Deformation telescopic component, 15-Tilting sensor, 16-Safety railing, 20-Chassis, 21-Base, 211-Top plate, 212-First side plate, 213-Second side plate, 214-Support, 22-First roller, 23-Second roller, 24-Telescopic component, 25-Third roller. Detailed Implementation

[0020] To make the above-mentioned objectives, features, and advantages of this utility model more apparent and understandable, the specific embodiments of this utility model will be described in detail below with reference to the accompanying drawings. Many specific details are set forth in the following description to provide a full understanding of this utility model. However, this utility model can be implemented in many other ways different from those described herein, and those skilled in the art can make similar modifications without departing from the spirit of this utility model. Therefore, this utility model is not limited to the specific embodiments disclosed below.

[0021] It should be noted that when an element is referred to as being "fixed to" another element, it can be directly attached to the other element or there may be an intervening element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or there may be an intervening element. The terms "vertical," "horizontal," "left," "right," and similar expressions used herein are for illustrative purposes only and do not represent the only possible implementation.

[0022] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention pertains. The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention.

[0023] Please see Figure 1 One embodiment of the construction support for the subway tunnel track area includes a support body 10 and a chassis 20, wherein the chassis 20 is used to support the track 1, and the support body 10 is in contact with the tunnel wall 2 to achieve stable arrangement of the construction support.

[0024] Please refer to the following: Figure 2 The support body 10 has a construction platform 11, which is used to support construction personnel for construction operations. The support body 10 is equipped with support rollers 12 that contact the tunnel wall 2. The contact between the support rollers 12 and the tunnel wall 2 provides support for the entire construction support.

[0025] Please refer to the following: Figure 3 The chassis 20 includes a base 21 hinged to the support body 10, and a first roller 22 and a second roller 23 mounted on the base 21. The chassis 20 also includes a telescopic member 24 mounted on the base 21 and a third roller 25 mounted on the telescopic member 24. The first roller 22 is used to contact the top surface of the track 1, the second roller 23 and the third roller 25 are respectively used to contact the two sides of the track 1, and the telescopic member 24 is used to drive the third roller 25 to abut against or move away from the side of the track 1.

[0026] When using the aforementioned construction support for the subway tunnel track area, the telescopic component 24 retracts, causing the third roller 25 to move, ensuring the distance between the third roller 25 and the second roller 23 is greater than the width of the track 1. Then, the base 21 is placed over the track 1. The first roller 22 contacts the top surface of the track 1, and the second roller 23 contacts the side surface of the track 1. Next, the telescopic component 24 drives the third roller 25 to move towards the track 1, contacting the other side of the track 1. The first roller 22, the second roller 23, and the third roller 25 are fixed to the track 1 at three points, ensuring the stability of the construction support.

[0027] In one embodiment, the base 21 has a U-shaped structure and includes a top plate 211 and a first side plate 212 and a second side plate 213 mounted on opposite sides of the top plate 211. The top plate 211 is hinged to the support body 10. A first roller 22 is mounted on the top plate 211, a second roller 23 is mounted on the first side plate 212, and a telescopic member 24 is mounted on the second side plate 213. The base 21 has openings on both sides to allow operators to easily observe the telescopic member 24, the first roller 22, the second roller 23, and the third roller 25.

[0028] In one embodiment, a support 214 is provided on the base 21, and the support 214 has a mounting groove. The telescopic member 24 is detachably installed in the mounting groove of the support 214. Specifically, the support 214 is arranged on the second side plate 213 of the base 21, and the telescopic member 24 is engaged in the mounting groove of the support 214, which facilitates the maintenance and replacement of the telescopic member 24. In one embodiment, the telescopic member 24 is a jack. It is understood that in other embodiments, the telescopic member 24 may also be other components capable of telescopic movement, such as a hydraulic cylinder, a pneumatic cylinder, or an electric telescopic rod.

[0029] Please see Figure 2 In one embodiment, the support body 10 includes a deformable frame structure, which deforms to maintain the level of the construction platform 11. When the tunnel specifications differ, the support rollers 12 of the support body 10 need to contact the tunnel wall 2, causing the support body 10 to tilt to varying degrees. This may result in the construction platform 11 also being tilted, making it difficult for construction workers to maintain their footing. Additionally, tools on the construction platform 11 are prone to falling, posing a threat to the personal safety of the construction workers. Therefore, the deformation of the deformable frame structure is used to maintain the level of the construction platform 11, ensuring the safety of the construction workers.

[0030] In one embodiment, the deformable frame structure includes a parallelogram frame 13 and a deformable telescopic member 14 for driving the deformation of the parallelogram frame 13. The construction platform 11 is located on the top edge of the parallelogram frame 13. The deformation telescopic member 14 drives the deformation of the parallelogram frame 13 to ensure that the top edge of the parallelogram frame 13 is in a horizontal state, thereby ensuring that the construction platform 11 is also in a horizontal state.

[0031] Specifically, the parallelogram frame 13 includes a first vertical rod 131, a horizontal beam 132, a second vertical rod 133, and a support rod 134 arranged sequentially along the circumferential direction. The first vertical rod 131, the horizontal beam 132, the second vertical rod 133, and the support rod 134 are hinged sequentially to form a parallelogram structure. The two ends of the deformable telescopic member 14 are hinged to the first vertical rod 131 and the horizontal beam 132, respectively. The extension and retraction of the deformable telescopic member 14 can drive the relative rotation of the first vertical rod 131 and the horizontal beam 132, thereby realizing the deformation of the parallelogram frame 13. The first vertical rod 131 is hinged to the base 21, connecting the support body 10 to the base 21. The construction platform 11 is set on the horizontal beam 132.

[0032] Please refer to the following: Figure 4 In one embodiment, the deformable frame structure is provided in two sets at intervals. The first vertical bars 131 of the two sets of deformable frames are connected by multiple sets of connecting rods 135, thereby connecting the two sets of deformable frame structures into a whole. At the same time, the multiple sets of connecting rods 135 also constitute the ladder of the construction support for construction personnel to go up and down the construction platform 11.

[0033] In one embodiment, a tilt sensor 15 is provided on the crossbeam 132. The tilt sensor 15 is used to detect the angle of the crossbeam 132. When the crossbeam 132 is tilted, it indicates that the construction platform 11 is also tilted. At this time, the deformable telescopic member 14 extends and retracts, driving the parallelogram frame 13 to deform until the crossbeam 132 is in a horizontal state. Safety railings 16 are provided around the construction platform 11 to protect the construction personnel on the construction platform 11 and ensure their safety.

[0034] The specific method for using the aforementioned construction scaffolding in the subway tunnel track area is as follows: The telescopic component 24 retracts, causing the third roller 25 to move away from the second roller 23, so that the distance between the third roller 25 and the second roller 23 is greater than the width of the track 1. Then, the base 21 is placed on the track 1, so that the first roller 22 contacts the top surface of the track 1 and the second roller 23 contacts the side surface of the track 1, supporting the main frame's support rollers 12 against the tunnel wall 2, thus achieving initial stability of the construction support.

[0035] Next, the telescopic component 24 drives the third roller 25 to move towards the track 1 and contact the other side of the track 1. The first roller 22, the second roller 23, and the third roller 25 are engaged at three points and fixed on the track 1, thus fixing the construction support. During the use of the construction support, when the tilt sensor 15 detects that the crossbeam 132 is tilted, the deformable telescopic component 14 extends and retracts, driving the parallelogram frame 13 to deform until the crossbeam 132 is in a horizontal state.

[0036] The aforementioned construction support system for the subway tunnel track area has its first roller 22, second roller 23, and third roller 25 engaged and fixed to the track 1 at three points, ensuring the stability of the support system and preventing it from swaying or overturning, thus guaranteeing the safety of construction personnel. The deformable frame structure also allows the construction platform 11 to remain level, further ensuring the safety of construction workers.

[0037] The above embodiments are only used to illustrate the technical solutions of this utility model, and are not intended to limit it. Although this utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some or all of the technical features therein. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of this utility model, and they should all be covered within the scope of the claims and specification of this utility model.

Claims

1. A construction support system for the track area of ​​a subway tunnel, characterized in that, include: The support body has a construction platform and is equipped with support rollers that contact the tunnel wall; and The chassis includes a base hinged to the support body and a first roller and a second roller mounted on the base. The chassis also includes a telescopic member mounted on the base and a third roller mounted on the telescopic member. The first roller is used to contact the top surface of the track, the second roller and the third roller are used to contact the two sides of the track respectively, and the telescopic member is used to drive the third roller to abut against or move away from the side of the track.

2. The construction support for the subway tunnel track area according to claim 1, characterized in that, The base is provided with a support, and the telescopic component is detachably installed in the support.

3. The construction support for the subway tunnel track area according to claim 1, characterized in that, The telescopic component is a jack.

4. The construction support for the subway tunnel track area according to claim 1, characterized in that, The base includes a top plate and a first side plate and a second side plate installed on opposite sides of the top plate. The top plate is hinged to the bracket body. The first roller is installed on the top plate, the second roller is installed on the first side plate, and the telescopic member is installed on the second side plate.

5. The construction support for the subway tunnel track area according to claim 1, characterized in that, The support body includes a deformable frame structure, which deforms to maintain the level of the construction platform.

6. The construction support for the subway tunnel track area according to claim 5, characterized in that, The deformable frame structure includes a parallelogram frame and a deformation telescopic component that drives the parallelogram frame to deform. The construction platform is located on the top edge of the parallelogram frame.

7. The construction support for the subway tunnel track area according to claim 6, characterized in that, The parallelogram frame includes a first vertical rod, a horizontal beam, a second vertical rod, and a support rod arranged sequentially along the circumferential direction. The first vertical rod, the horizontal beam, the second vertical rod, and the support rod are hinged sequentially. The two ends of the deformable expansion member are respectively hinged to the first vertical rod and the horizontal beam. The first vertical rod is hinged to the base. The construction platform is set on the horizontal beam.

8. The construction support for the subway tunnel track area according to claim 7, characterized in that, The crossbeam is equipped with a tilt sensor.

9. The construction support for the subway tunnel track area according to claim 7, characterized in that, The deformable frame structure is provided in two sets at intervals. The first vertical rods of the two sets of deformable frames are connected by multiple sets of connecting rods, and the multiple sets of connecting rods are used to form a ladder.

10. The construction support for the subway tunnel track area according to claim 1, characterized in that, The construction platform is equipped with safety railings around its perimeter.

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