Device for curing tunnel lining concrete

Abstract

The utility model relates to the technical field of tunnel construction, in particular to a device for curing tunnel lining concrete. The device comprises a door frame structure which is provided with a top frame and side frames, and the two side frames are arranged below the top frame in a spaced mode so as to form a channel facilitating passage; the working platform is arranged on the side, deviating from the channel, of the portal structure; the spraying mechanism is used for spraying water mist to tunnel lining concrete; wherein a guide mechanism is arranged at the top of the portal structure, and a spray head of the spraying mechanism is mounted on the guide mechanism; the guide mechanism extends in the passing direction of the channel and extends out of the door frame structure in a suspended mode, and the spray head can be driven to move to the outer side of the door frame structure. According to the maintenance device, the guide mechanism is arranged to enable the spray head to move relative to the portal structure, so that the operation coverage of the maintenance device is enlarged, the moving frequency of the maintenance device is reduced, and rapid and safe maintenance operation is ensured.

Description

Technical Field

[0001] This utility model relates to the field of tunnel construction technology, and in particular to a device for curing tunnel lining concrete. Background Technology

[0002] In tunnel construction, to ensure the stability of the tunnel structure after excavation, one or more supporting structures are installed on the surface of the surrounding rock. Typically, a secondary lining is formed by pouring concrete on top of the initial support (primary lining). During concrete construction, concrete curing measures are taken to promote cement hydration.

[0003] In existing technologies, curing operations are typically carried out by manual water spraying, mist cannon spraying, or using a curing trolley. However, manual water spraying requires manual control of the curing time and area, which is highly random and makes it difficult to control the curing quality; mist cannon spraying has a limited rotation angle, making it difficult to spray the tunnel comprehensively and consuming a large amount of water resources; traditional curing trolleys usually have several nozzles installed around their outer perimeter and move within the tunnel to complete the curing of the lining concrete, but the coverage area of ​​the nozzles is small, requiring frequent back-and-forth movement of the curing trolley, resulting in low construction efficiency. Utility Model Content

[0004] This utility model aims to solve at least one of the technical problems existing in the related art. To this end, this utility model proposes a device for curing tunnel lining concrete, so as to achieve the goals of enhancing the flexibility of the curing device, reducing the frequency of movement of the curing device, improving curing efficiency, and reducing curing costs.

[0005] This utility model provides a device for curing tunnel lining concrete, comprising:

[0006] A gantry structure having a top frame and side frames, with two side frames spaced apart below the top frame to form a passageway for easy passage.

[0007] The working platform is located on the side of the gantry structure opposite to the passage.

[0008] Spraying system for spraying water mist onto tunnel lining concrete;

[0009] The top of the gantry structure is provided with a guide mechanism, and the nozzles of the spraying mechanism are mounted on the guide mechanism.

[0010] The guiding mechanism extends along the passage direction of the channel and protrudes from the gantry structure, which can drive the nozzle to move to the outside of the gantry structure.

[0011] According to the present invention, a device for curing tunnel lining concrete is provided, wherein the guiding mechanism includes:

[0012] A track bracket, fixed to the top frame, extends in a straight line and its end protrudes from the gantry structure;

[0013] The bracket is movably mounted on the track support and can reciprocate along the extension direction of the track support;

[0014] The bracket is provided with an arched rod, and several nozzles are evenly distributed along the extension direction of the arched rod.

[0015] According to the present invention, a device for curing tunnel lining concrete is provided, wherein the guiding mechanism further includes a guide rail installed on the track support, the guide rail being arranged parallel to the track support, and the bracket being slidably connected to the guide rail.

[0016] According to the present invention, a device for curing tunnel lining concrete includes a spraying mechanism that further comprises:

[0017] Water tank, installed on the side frame;

[0018] The delivery pipe is laid along the gantry structure and extends from the water tank to the guide mechanism;

[0019] One end of the delivery pipe is connected to the water tank, and the other end of the delivery pipe is connected to the nozzle.

[0020] According to the present invention, a device for curing tunnel lining concrete is provided, wherein the working platform includes a stacked platform installed on the side frame, and two stacked platforms are symmetrically arranged on both sides of the gantry structure.

[0021] According to the present invention, a device for curing tunnel lining concrete is provided, wherein the stacked platform consists of a first platform, a second platform and a ladder;

[0022] The first platform is installed in the middle of the side frame, and the second platform is installed on the top of the side frame;

[0023] The ladders are installed at both ends of the first platform, extending towards the ground and the second platform respectively.

[0024] According to the present invention, a device for curing tunnel lining concrete is provided, wherein the working platform further includes a stepped platform installed on the top frame, and the stepped platform is symmetrically distributed relative to the guiding mechanism.

[0025] The device for curing tunnel lining concrete according to the present invention further includes a temperature and humidity sensor for acquiring temperature and humidity data of the tunnel lining concrete.

[0026] Several of the temperature and humidity sensors are evenly distributed along the extension direction of the arched rod.

[0027] According to the present invention, a device for curing tunnel lining concrete is provided, wherein a heater is provided in the water tank for adjusting the water temperature.

[0028] According to the present invention, a device for curing tunnel lining concrete is provided, which further includes a wind belt protection ring installed on the top frame. The wind belt protection ring is provided with a plurality of rolling elements to reduce friction between the gantry structure and the wind belt.

[0029] The above-mentioned one or more technical solutions of this utility model have at least one of the following technical effects: by setting a guiding mechanism to move the nozzle relative to the gantry structure, the working coverage of the maintenance device can be increased, thereby reducing the frequency of movement of the maintenance device, improving maintenance efficiency, ensuring that the maintenance operation is carried out quickly and safely, and the work platform can carry multiple people, realizing multiple people working at the same time, and improving the flexibility of the maintenance device.

[0030] In addition to the technical problems solved by this utility model, the technical features of the technical solutions constituted by this utility model, and the advantages brought about by these technical features, as described above, other technical features of this utility model and the advantages brought about by these technical features will be further explained in conjunction with the accompanying drawings, or can be learned through the practice of this utility model. Attached Figure Description

[0031] To more clearly illustrate the technical solutions in the embodiments of this utility model or related technologies, the drawings used in the description of the embodiments or related technologies will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0032] Figure 1 A three-dimensional structural diagram of a device for curing tunnel lining concrete provided in an embodiment of this utility model.

[0033] Figure 2 A front view of an apparatus for curing tunnel lining concrete provided in an embodiment of this utility model.

[0034] Figure label:

[0035] 100. Gantry structure; 110. Top frame; 111. Air duct protection ring; 120. Side frame; 200. Working platform; 210. Stacking platform; 211. First platform; 212. Second platform; 213. Ladder; 220. Stepped platform; 300. Sprinkler mechanism; 310. Water tank; 320. Conveying pipe; 400. Guiding mechanism; 410. Track support; 420. Guide rail; 430. Bracket; 431. Arched rod. Detailed Implementation

[0036] To make the objectives, technical solutions, and advantages of this utility model clearer, the technical solutions of this utility model will be clearly described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.

[0037] like Figure 1 and Figure 2 As shown, this utility model provides a device for curing tunnel lining concrete. The curing device mainly includes a gantry structure 100, a working platform 200, a spraying mechanism 300, and a guiding mechanism 400.

[0038] Specifically, the gantry structure 100 has a top frame 110 and side frames 120. The two side frames 120 are spaced apart below the top frame 110 to form a passageway. A working platform 200 is located on the side of the gantry structure 100 opposite to the passageway. A spraying mechanism 300 is used to spray water mist onto the tunnel lining concrete.

[0039] A guide mechanism 400 is provided on the top of the gantry structure 100. The nozzles of the spraying mechanism 300 are mounted on the guide mechanism 400.

[0040] The guiding mechanism 400 extends along the passage direction of the channel. Furthermore, the guiding mechanism 400 extends out of the gantry structure 100 and can move the nozzle to the outside of the gantry structure 100.

[0041] Furthermore, wheels and a travel motor are provided on the lower part of the side frame 120. The output shaft of the travel motor is connected to the wheels via a chain and sprocket for transmission, enabling the maintenance device to travel.

[0042] The interval between walks and the distance walked can be set according to the maintenance cycle, thereby enabling the maintenance device to perform maintenance operations automatically.

[0043] Furthermore, the gantry structure 100 is made of welded I-beams.

[0044] In this embodiment, by setting a guiding mechanism 400 to move the nozzle relative to the gantry structure 100, the working coverage of the maintenance device can be increased, thereby reducing the frequency of movement of the maintenance device, improving maintenance efficiency, ensuring that the maintenance operation is carried out quickly and safely, and the working platform 200 can carry multiple people, enabling multiple people to work at the same time, thus improving the flexibility of the maintenance device.

[0045] Based on the above embodiments, another embodiment of the present invention introduces a device for curing tunnel lining concrete.

[0046] The guiding mechanism 400 mainly includes a track support 410 and a bracket 430. The track support 410 is fixed to the top frame 110. The track support 410 extends in a straight line, and its end protrudes from the gantry structure 100.

[0047] The bracket 430 is movably mounted on the track support 410 and can reciprocate along the extension direction of the track support 410.

[0048] The bracket 430 is provided with an arched rod 431. A plurality of nozzles are evenly distributed along the extending direction of the arched rod 431. The bracket 430 also includes a support rod perpendicular to the track support 410. The arched rod 431 is mounted on top of the support rod, such that the arched rod 431 extends above the top frame 110 to prevent it from colliding with the gantry structure 100 when it reciprocates on the track support 410.

[0049] In particular, the curved shape of the arch rod 431 corresponds to the curved shape of the tunnel roof, so that the spacing between all the nozzles on the arch rod 431 and the tunnel sidewall is equal, thereby ensuring that water is sprayed evenly onto the lining concrete and improving the quality of curing.

[0050] Furthermore, the guiding mechanism 400 also includes a guide rail 420 mounted on the track support 410. The guide rail 420 is arranged parallel to the track support 410. The bracket 430 is slidably connected to the guide rail 420.

[0051] The spraying mechanism 300 also includes a water tank 310 and a delivery pipe 320.

[0052] A water tank 310 is mounted on the side frame 120. A delivery pipe 320 is laid along the gantry structure 100. The delivery pipe 320 extends from the water tank 310 to the guide mechanism 400. One end of the delivery pipe 320 is connected to the water tank 310, and the other end is connected to the nozzle.

[0053] Furthermore, the guide mechanism 400 is also equipped with a motor. The motor is fixed to the bracket 430. In addition, the motor is connected to the track support 410 for driving the bracket 430 to move relative to the track support 410.

[0054] As the bracket 430 reciprocates along the track support 410, a tank chain is installed on the track support 410 to ensure that the wiring connecting the motor and the delivery pipe 320 connecting the nozzle move neatly along with the bracket 430. The wiring and delivery pipe 320 are both threaded through the tank chain.

[0055] Based on the above embodiments, another embodiment of the present invention introduces a device for curing tunnel lining concrete.

[0056] The working platform 200 includes a stacked platform 210 mounted on the side frame 120. Two stacked platforms 210 are symmetrically arranged on both sides of the gantry structure 100.

[0057] Furthermore, the stacked platform 210 consists of a first platform 211, a second platform 212, and a ladder 213.

[0058] The first platform 211 is mounted in the middle of the side frame 120. The second platform 212 is mounted on the top of the side frame 120.

[0059] The first platform 211 is provided with ladders 213 at both ends, extending towards the ground and the second platform 212 respectively.

[0060] Furthermore, the work platform 200 also includes a stepped platform 220 installed on the top frame 110. The stepped platform 220 is symmetrically distributed relative to the guide mechanism 400.

[0061] Furthermore, the maintenance device also includes a controller and temperature and humidity sensors.

[0062] Temperature and humidity sensors are used to acquire temperature and humidity data of the tunnel lining concrete. Several of these sensors are evenly distributed along the extension direction of the arched rod 431. During the curing process, the sensors collect temperature and humidity data at multiple points on the surface of the tunnel lining concrete and feed the collected data back to the controller.

[0063] Furthermore, a heater is installed inside the water tank 310 for adjusting the water temperature. The controller is electrically connected to the heater and is used to adjust the water temperature and heating time inside the water tank 310.

[0064] Furthermore, the maintenance device also includes a wind belt protection ring 111 installed on the top frame 110.

[0065] The wind belt protection ring 111 is equipped with several rolling elements to reduce friction between the gantry structure 100 and the wind belt.

[0066] In the description of the embodiments of this utility model, it should be noted that the terms "center," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," and "outer," etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing the embodiments of this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on the embodiments of this utility model. In addition, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0067] In the description of the embodiments of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "connected" and "linked" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium. Those skilled in the art can understand the specific meaning of the above terms in the embodiments of this utility model based on the specific circumstances.

[0068] In this embodiment of the utility model, unless otherwise explicitly specified and limited, "above" or "below" the second feature can mean that the first feature is in direct contact with the second feature, or that the first feature is in indirect contact with the second feature through an intermediate medium. Furthermore, "above," "on top of," and "over" the second feature can mean that the first feature is directly above or diagonally above the second feature, or simply indicates that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature can mean that the first feature is directly below or diagonally below the second feature, or simply indicates that the first feature is at a lower horizontal level than the second feature.

[0069] In the description of this specification, the references to terms such as "one embodiment," "some embodiments," "example," "specific example," or "some examples," etc., refer to specific features, structures, materials, or characteristics described in connection with that embodiment or example, which are included in at least one embodiment or example of the present invention. In this specification, the illustrative expressions of the above terms are not limited to the same embodiments or examples. Moreover, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples. Furthermore, without contradiction, those skilled in the art can combine and integrate the different embodiments or examples described in this specification, as well as the features of different embodiments or examples.

[0070] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of this utility model, and not 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 of the technical features. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of this utility model.

Claims

1. An apparatus for curing tunnel lining concrete, characterized in that, The utility model relates to a tunnel lining concrete spraying device, including: Portal structure (100) with top frame (110) and side frame (120), two side frame (120) interval setting below top frame (110) to form the passage that facilitates the passage; Work platform (200) setting in portal structure (100) one side away from the passage; Spraying mechanism (300) is used to spray water mist to tunnel lining concrete; Wherein, the top of portal structure (100) is provided with guide mechanism (400), the nozzle of spraying mechanism (300) is installed on guide mechanism (400); Guide mechanism (400) extends along the direction of passage and overhangs portal structure (100), can drive nozzle to move to the outside of portal structure (100).

2. Apparatus for curing tunnel lining concrete according to claim 1, characterised in that, The utility model relates to a tunnel lining concrete spraying device, including: Rail bracket (410) is fixed on top frame (110), rail bracket (410) is along linear extension setting and its end protrudes portal structure (100); Carriage (430) is movably arranged on rail bracket (410), and can reciprocate along the extension direction of rail bracket (410); Carriage (430) is provided with arcuate rod (431), and a plurality of nozzles are evenly distributed along the extension direction of arcuate rod (431).

3. Apparatus for curing tunnel lining concrete according to claim 2, characterised in that, Guide mechanism (400) further includes guide rail (420) installed on rail bracket (410), guide rail (420) is arranged in parallel with rail bracket (410), and carriage (430) is slidably connected with guide rail (420).

4. A device for curing tunnel lining concrete according to any one of claims 1 to 3, characterized in that, The utility model relates to a tunnel lining concrete spraying device, including: Water tank (310) is installed on side frame (120); Delivery pipe (320) is laid along portal structure (100) and extends from water tank (310) to guide mechanism (400); One end of delivery pipe (320) is communicated with water tank (310), and the other end of delivery pipe (320) is communicated with nozzle.

5. Apparatus for curing tunnel lining concrete according to claim 4, characterised in that, Work platform (200) includes stacked platform (210) installed on side frame (120), and two stacked platforms (210) are symmetrically arranged on both sides of portal structure (100).

6. Apparatus for curing tunnel lining concrete according to claim 5, characterised in that, Stacked platform (210) is composed of first platform (211), second platform (212) and ladder (213); First platform (211) is installed on the middle part of side frame (120), and second platform (212) is installed on the top of side frame (120); Both ends of first platform (211) are provided with ladder (213), which respectively extends to the ground and second platform (212).

7. A device for curing tunnel lining concrete according to claim 6, characterized in that Work platform (200) further includes ladder platform (220) installed on top frame (110), and ladder platform (220) is symmetrically distributed relative to guide mechanism (400).

8. A device for curing tunnel lining concrete according to claim 2 or 3, characterized in that Further including temperature and humidity sensor for obtaining temperature and humidity data of tunnel lining concrete. A plurality of the temperature and humidity sensors are evenly distributed along the extension direction of the arcuate rod (431).

9. The apparatus for curing tunnel lining concrete according to claim 4, wherein A heater is arranged in the water tank (310) to adjust the water temperature.

10. Apparatus for curing tunnel lining concrete according to claim 9, characterised in that, The wind zone protection ring (111) is arranged on the top frame (110), and the wind zone protection ring (111) is sleeved with a plurality of rolling elements to reduce the friction between the portal structure (100) and the wind zone.

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