Pre-grouting construction device for expressway

Abstract

The pre-grouting construction device comprises a base, a mounting frame, a storage bin, a slurrying machine and a slurry storage barrel, the top of the storage bin is provided with a first feeding structure and a second feeding structure, the bottom of the storage bin is provided with a discharging part, the slurrying machine is provided with a water inlet part and a feeding port, and the slurry storage barrel is provided with a slurry outlet. The feeding port is connected with the discharging piece through a feeding conveyor, a slurry outlet piece is arranged at the bottom of the slurry making machine, a moving assembly and a positioning supporting assembly are arranged at the bottom of the base, a slurry inlet and a slurry outlet are formed in the slurry storage barrel, the slurry inlet is connected with the slurry outlet piece, and a slurry injection pipe is arranged on the slurry outlet. According to the pre-grouting construction device for the expressway, the pre-grouting construction device can be conveniently moved through the moving assembly, so that the pre-grouting construction device can be conveniently moved to a proper position, and after the pre-grouting construction device is moved to a preset position, grouting operation is conducted through the grouting pipe and the grouting tool.

Description

Technical Field

[0001] This utility model relates to the field of highway construction technology, and in particular to a pre-grouting construction device for highways. Background Technology

[0002] Pre-grouting for highways is a technique that involves injecting grout into the strata before subgrade construction to reinforce the surrounding rock and block fissures for water flow. This technique is commonly used to prevent water inrush in tunnels, ensure construction safety, and improve stratum stability. The highway tunnel engineering construction guidelines state that the grouting section length is generally 15 to 30 meters, the grouting material is usually cement grout with a water-cement ratio of 0.5:1 to 1:1, and the grouting pressure should be determined through field tests based on the rock properties and construction conditions.

[0003] The pre-grouting process typically includes the following steps:

[0004] S1. Drilling: Drill holes at predetermined locations according to design requirements. The drilling depth and angle must conform to design specifications. Key parameters, such as the development of rock fractures, must be recorded during the drilling process.

[0005] S2. Install the orifice pipe: After drilling, install the orifice pipe, ensuring it is secure and the external insertion angle is correct.

[0006] S3. Grouting and Grouting: Grout is prepared according to the selected grout mix ratio, and then injected into the pores of the soil and rock through a grouting pump. There are two grouting methods: single-liquid grouting and double-liquid grouting. Double-liquid grouting is further divided into single-liquid grouting and double-liquid grouting.

[0007] S4. Control grouting pressure and flow rate: During the grouting process, the grouting pressure and flow rate need to be adjusted according to the formation conditions to ensure that the grout can effectively fill the cracks and achieve the expected results.

[0008] S5. Curing and Inspection: After grouting is completed, the grouting area needs to be cured to ensure that the grout fully solidifies.

[0009] Grouting must be a continuous operation; otherwise, the waterproof mortar will settle, clog the pipeline, and affect the grouting effect. In existing highways, grouting is often carried out through a grouting station. However, during the pre-grouting process, due to terrain or the fact that some roadbeds have not yet been formed, large grouting equipment cannot reach the construction locations that need grouting, causing inconvenience to the grouting construction. Utility Model Content

[0010] The purpose of this invention is to provide a pre-grouting construction device for highways to address the aforementioned shortcomings in the prior art.

[0011] To achieve the above objectives, this utility model provides the following technical solution:

[0012] A pre-grouting construction device for highways includes a base and a mounting frame disposed on the base, and further includes:

[0013] A storage bin is installed on the mounting frame. The top of the storage bin is provided with a first feeding structure and a second feeding structure. The bottom of the storage bin is provided with a discharge component, and the discharge component is provided with an automatic discharge valve.

[0014] A pulping machine is mounted on the mounting frame. The pulping machine is equipped with a water inlet and a feeding port. The feeding port is connected to the unloading component via a feeding conveyor. The pulping machine is equipped with a pulping assembly inside. The pulping machine is equipped with a pulp outlet at the bottom and a pulp control valve on the pulp outlet.

[0015] A slurry storage tank is mounted on a base, and a moving component and a positioning support component are provided at the bottom of the base. The slurry storage tank is provided with a slurry inlet and a slurry outlet, the slurry inlet being connected to the slurry outlet, and a grouting pipe being provided on the slurry outlet.

[0016] The aforementioned pre-grouting construction device for highways includes a first feeding structure comprising a tanker loading port located on the top of the storage silo, and a second feeding structure comprising a manual feeding port located on the top of the storage silo.

[0017] The aforementioned pre-grouting construction device for highways also includes a material level detection sensor, which is installed on the storage silo to monitor the raw materials in the storage silo.

[0018] The aforementioned pre-grouting construction device for highways includes a water inlet pipe, on which an electromagnetic flow meter is installed.

[0019] The aforementioned pre-grouting construction device for highways includes a weighing sensor installed on the grouting machine.

[0020] The aforementioned pre-grouting construction device for highways includes a moving component comprising rollers mounted on a base, and a traction connector on one side of the base.

[0021] The aforementioned pre-grouting construction device for highways includes a positioning support assembly comprising multiple positioning supports spaced apart at the bottom of the base, wherein the positioning supports have a supporting state and a moving state.

[0022] The aforementioned pre-grouting construction device for highways includes a positioning support body comprising a fixed support rod and a movable support seat. The fixed support rod has a hollow interior forming a moving cavity, and the top of the movable support seat is movably connected within the moving cavity.

[0023] The aforementioned pre-grouting construction device for highways also includes a telescopic drive unit, which is disposed within the motion cavity. A moving rod is provided on the movable support base, and a moving plate is provided on the top of the moving rod. The moving plate is movably connected within the motion cavity and can move up and down within the motion cavity under the drive of the telescopic drive unit.

[0024] In the above technical solution, the pre-grouting construction device for highways provided by this utility model includes a base, a mounting frame set on the base, a storage bin, a grouting machine, and a grout storage tank. The storage bin and the grouting machine are both fixedly mounted on the mounting frame. The storage bin can store the cement raw materials required for grouting. The cement raw materials can be transported to the grouting machine through a discharge component and a feeding conveyor. At the same time, a water inlet component is provided on the grouting machine to transport the water required for grouting into the grouting machine. The grouting component in the grouting machine mixes the cement and water to make the required grout and transports the grout to the grout storage tank. The bottom of the base is provided with a moving component and a positioning support component. The moving component facilitates the movement of the pre-grouting construction device, so that the pre-grouting construction device can be easily moved to a suitable position. Such construction positions that large grouting equipment cannot reach can be reached by this pre-grouting construction device. After the pre-grouting construction device is moved to the predetermined position, the positioning support component can fix the pre-grouting construction device, and then the grouting operation is carried out through the grouting pipe and grouting tools. Attached Figure Description

[0025] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in this utility model. For those skilled in the art, other drawings can be obtained based on these drawings.

[0026] Figure 1 One of the perspective views of the pre-grouting construction device for highways provided in the embodiments of this utility model;

[0027] Figure 2 A second perspective view of the pre-grouting construction device for highways provided in this embodiment of the present utility model;

[0028] Figure 3 This is a front view of a pre-grouting construction device for highways according to an embodiment of this utility model;

[0029] Figure 4 This is a schematic diagram of the positioning support provided in an embodiment of the present invention.

[0030] Explanation of reference numerals in the attached figures:

[0031] 1. Base; 11. Moving component; 111. Roller component; 12. Positioning support component; 13. Traction connector; 14. Positioning support body; 141. Fixed support rod; 142. Movable support seat; 143. Motion chamber; 144. Motion rod; 145. Telescopic drive unit; 146. Motion plate; 2. Mounting frame; 3. Storage bin; 31. First feeding structure; 311. Tanker loading port; 32. Second feeding structure; 321. Manual feeding port; 33. Unloading component; 34. Automatic unloading valve; 35. Material level detection sensor; 4. Pulping machine; 41. Water inlet component; 411. Electromagnetic flow meter; 42. Feeding port; 43. Feed conveyor; 44. Pulping component; 45. Slurry control valve; 46. Weighing sensor; 5. Slurry storage tank; 51. Slurry inlet; 52. Slurry outlet; 53. Grouting pipe. Detailed Implementation

[0032] To enable those skilled in the art to better understand the technical solution of this utility model, the present utility model will be further described in detail below with reference to the accompanying drawings.

[0033] like Figure 1-4 As shown, this utility model provides a pre-grouting construction device for highways, including a base 1, a mounting frame 2 mounted on the base 1, a storage silo 3, a grout mixer 4, and a grout storage tank 5. The storage silo 3 is mounted on the mounting frame 2. The top of the storage silo 3 is provided with a first feeding structure 31 and a second feeding structure 32. The bottom of the storage silo 3 is provided with a discharge component 33, which is equipped with an automatic discharge valve 34. The grout mixer 4 is mounted on the mounting frame 2 and is equipped with a water inlet 41 and a... Feeding port 42 is connected to unloading component 33 via feeding conveyor 43. Pulping machine 4 is equipped with pulping component 44. Pulping component is provided at the bottom of pulping machine 4. Pulping component is provided with slurry control valve 45. Pulping tank 5 is installed on base 1. Moving component 11 and positioning support component 12 are provided at the bottom of base 1. Pulping tank 5 is equipped with slurry inlet 51 and slurry outlet 52. Slurry inlet 51 is connected to slurry outlet. Pulping outlet 52 is equipped with grouting pipe 53.

[0034] Specifically, the bottom of the base 1 is provided with a movable component 11 and a positioning support component 12. The movable component 11 can be rollers 111, and there are at least four rollers 111. The four rollers 111 are located at the bottom of each corner of the base 1. The movable component 11 facilitates the movement of the base 1, the mounting frame 2, and other equipment. The mounting frame 2 is provided on the base 1, and the mounting frames 2 are arranged sequentially at intervals along the circumference of the base 1. The storage bin 3, the pulping machine 4, the slurry storage tank 5, and the feeding conveyor 43 can be installed through the mounting frame 2 and the base 1. In this way, the base 1, the mounting frame 2, the storage bin 3, the pulping machine 4, the slurry storage tank 5, and the feeding conveyor 43 form a pre-grouting construction device that can be easily moved. The device is equipped with a traction connector 13 on the base 1 or mounting frame 2. The traction connector 13 can be a connecting rod and a hook at the end of the connecting rod. In use, the traction connector 13 can be suspended and connected to a vehicle for towing. The vehicle towing the traction connector 13 can be selected according to the location of the pre-grouting. At the same time, a push handle is also provided on the mounting frame 2, which can be pushed manually. In construction sections where it is not possible to tow the device by vehicle, it can be pushed manually. After the pre-grouting construction device is moved to the designated position, it can be supported by the positioning support component 12, thereby fixing the pre-grouting construction device in the designated position.

[0035] In this embodiment, the storage silo 3 is fixedly mounted on the mounting frame 2. The storage silo 3 can store the cement required for slurry making. A first feeding structure 31 and a second feeding structure 32 are provided on the top of the storage silo 3. The first feeding structure 31 is for feeding from a tanker truck, and the second feeding structure 32 is for manual feeding. A discharge component 33 is provided at the bottom of the storage silo 3. The discharge component 33 can be a discharge pipe. The cement in the storage silo 3 can be output through the discharge component 33. An automatic discharge valve 34 is provided on the discharge component 33. The automatic discharge valve 34 can control the opening or closing of the discharge component 33, thereby realizing the automatic discharge of cement.

[0036] In this embodiment, the pulping machine 4 is fixedly mounted on the mounting frame 2, and the pulping machine 4 and the storage silo 3 are arranged side by side. The pulping machine 4 is equipped with a water inlet 41 and a feeding port 42. The water inlet 41 is used to supply water required for pulping into the pulping machine 4. The water inlet 41 can be a water inlet pipe, and an electromagnetic flow meter 411 is installed on the water inlet pipe to measure the amount of water supplied to the pulping machine 4. The feeding port 42 is used to supply cement required for pulping into the pulping machine 4. The feeding port 42 is connected to the unloading component 33 through a feeding conveyor 43. In this way, the cement in the storage silo 3 is transported from the unloading component 33 to the feeding conveyor 43, and then transported into the pulping machine 4 through the feeding conveyor 43. The feeding conveyor 43 can be a screw conveyor. A pulping assembly 44 is installed inside the pulping machine 4. The grouting component 44 mixes cement and water to produce the grout required for grouting. The grout storage tank 5 stores the grout required for grouting. The grout storage tank 5 is installed on the base 1 and located directly below the grouting machine 4. A grout outlet is provided at the bottom of the grouting machine 4. The grout storage tank 5 is provided with a grout inlet 51. The grout outlet is connected to the grout inlet 51. A grout control valve 45 is provided on the grout outlet. The grout control valve 45 can control the opening or closing of the grout outlet, so that the grout in the grouting machine 4 can be transported to the grout storage tank 5. A grout outlet 52 is provided on the grout storage tank 5. A grouting pipe 53 is connected to the grout outlet 52. When the pre-grouting construction device is moved to the designated position, grouting can be performed through the grouting pipe 53 and grouting tools. The grouting operation is existing technology and will not be described in detail.

[0037] This utility model provides a pre-grouting construction device for highways, including a base 1, a mounting frame 2 mounted on the base 1, a storage silo 3, a grouting machine 4, and a grout storage tank 5. The storage silo 3 and the grouting machine 4 are both fixedly mounted on the mounting frame 2. The storage silo 3 can store the cement raw materials required for grouting. The cement raw materials can be transported to the grouting machine 4 through a discharge component 33 and a feeding conveyor 43. Simultaneously, a water inlet 41 is provided on the grouting machine 4, through which water required for grouting can be transported to the grouting machine 4. The grouting component 44 inside the grouting machine 4 mixes the cement and water. The required grout is prepared and transported to the grout storage tank 5. The bottom of the base 1 is provided with a moving component 11 and a positioning support component 12. The moving component 11 facilitates the movement of the pre-grouting construction device, so that the pre-grouting construction device can be easily moved to a suitable position. Thus, the pre-grouting construction device can reach the construction position that large grouting equipment cannot reach. After the pre-grouting construction device is moved to the predetermined position, the positioning support component 12 can fix the pre-grouting construction device, and then the grouting operation is carried out through the grouting pipe 53 and the grouting tool.

[0038] In this embodiment, preferably, the first feeding structure 31 is a tanker truck feeding port 311 set on the top of the storage silo 3, and the second feeding structure 32 is a manual feeding port 321 set on the top of the storage silo 3. The tanker truck feeding port 311 and the manual feeding port 321 can be one or two. The tanker truck feeding port 311 can be connected to the tanker truck that transports cement, so that the cement in the tanker truck can be transported to the storage silo 3. The cement can be manually added to the storage silo 3 through the manual feeding port 321.

[0039] In this embodiment, preferably, a material level detection sensor 35 is also included, which is installed on the storage silo 3 for monitoring the raw materials inside the storage silo 3. There are two material level detection sensors 35, which are respectively installed at the top and bottom of the storage silo 3, and the cement raw materials inside the storage silo 3 can be detected by the two material level detection sensors 35.

[0040] In this embodiment, preferably, the water inlet 41 includes a water inlet pipe, on which an electromagnetic flow meter 411 is installed. The electromagnetic flow meter 411 can measure the water delivered to the pulping machine 4. The pulping machine 4 is equipped with a weighing sensor 46, which can weigh the weight of the pulp in the pulping machine 4. Thus, by the cooperation of the material level detection sensor 35, the electromagnetic flow meter 411 and the weighing sensor 46, the water-cement ratio can be controlled.

[0041] In this embodiment, preferably, the positioning support assembly 12 includes a plurality of positioning support bodies 14, which are spaced apart at the bottom of the base 1. The positioning support bodies 14 have a supporting state and a moving state. When the positioning support body 14 is in the moving state, the roller component 111 is in contact with the ground and the positioning support body 14 is at a certain distance from the ground. Thus, the pre-grouting construction device can be moved to the designated position by the roller component 111. When the positioning support body 14 is in the supporting state, the positioning support body 14 is in contact with the ground, thereby fixing the pre-grouting construction device in the designated position, and then the grouting operation can be performed.

[0042] In this embodiment, preferably, the positioning support 14 includes a fixed support rod 141 and a movable support base 142. The fixed support rod 141 is hollow to form a motion cavity 143. A motion rod 144 is provided on the top of the movable support base 142 and is movably connected to the motion cavity 143. A telescopic drive unit 145 is provided in the motion cavity 143. A motion plate 146 is provided on the top of the motion rod 144 and is movably connected to the motion cavity 143. The motion plate 146 can move up and down within the motion cavity 143 under the drive of the telescopic drive unit 145. The telescopic drive unit 145 can be a cylinder and a piston rod connected to the cylinder. The telescopic drive unit 145 can also be other structures that can drive the motion plate 146 to move up and down. Thus, during use, the motion plate 146 can be moved up and down by the telescopic drive unit 145. The telescopic drive unit 145 drives the moving plate 146 and the moving rod 144 within the moving cavity 143, thereby switching the movable support seat 142 between a supporting state and a moving state. When the pre-grouting construction device needs to be moved, the telescopic drive unit 145 drives the moving plate 146 and the moving rod 144, causing the moving plate 146, the moving rod 144 and the movable support seat 142 to move upward, so that the movable support seat 142 leaves the ground and the roller 111 contacts the ground. Conversely, when the pre-grouting construction device moves to a suitable position, the telescopic drive unit 145 drives the moving plate 146 and the moving rod 144, causing the moving plate 146, the moving rod 144 and the movable support seat 142 to move downward until the movable support seat 142 contacts the ground, thereby fixing the pre-grouting construction device in the designated position.

[0043] The foregoing description only illustrates certain exemplary embodiments of the present invention. Undoubtedly, those skilled in the art can modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and descriptions are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.

Claims

1. A pre-grouting construction device for highways, comprising a base and a mounting frame disposed on the base, characterized in that, Also includes: A storage bin is installed on the mounting frame. The top of the storage bin is provided with a first feeding structure and a second feeding structure. The bottom of the storage bin is provided with a discharge component, and the discharge component is provided with an automatic discharge valve. A pulping machine is mounted on the mounting frame. The pulping machine is equipped with a water inlet and a feeding port. The feeding port is connected to the unloading component via a feeding conveyor. The pulping machine is equipped with a pulping assembly inside. The pulping machine is equipped with a pulp outlet at the bottom and a pulp control valve on the pulp outlet. A slurry storage tank is mounted on a base, and a moving component and a positioning support component are provided at the bottom of the base. The slurry storage tank is provided with a slurry inlet and a slurry outlet, the slurry inlet being connected to the slurry outlet, and a grouting pipe being provided on the slurry outlet.

2. The pre-grouting construction device for highways according to claim 1, characterized in that, The first feeding structure includes a tanker loading port located on the top of the storage silo, and the second feeding structure includes a manual loading port located on the top of the storage silo.

3. The pre-grouting construction device for highways according to claim 1, characterized in that, It also includes a material level detection sensor, which is installed on the storage silo to monitor the raw materials in the storage silo.

4. The pre-grouting construction device for highways according to claim 1, characterized in that, The water inlet component includes a water inlet pipe, and an electromagnetic flow meter is installed on the water inlet pipe.

5. The pre-grouting construction device for highways according to claim 1, characterized in that, The pulping machine is equipped with a weighing sensor.

6. The pre-grouting construction device for highways according to claim 1, characterized in that, The moving component includes rollers mounted on the base, and a traction connector is provided on one side of the base.

7. The pre-grouting construction device for highways according to claim 1, characterized in that, The positioning support assembly includes multiple positioning supports, which are spaced apart at the bottom of the base. The positioning supports have a supporting state and a moving state.

8. The pre-grouting construction device for highways according to claim 7, characterized in that, The positioning support includes a fixed support rod and a movable support base. The fixed support rod has a hollow interior forming a motion cavity, and the top of the movable support base is movably connected to the motion cavity.

9. The pre-grouting construction device for highways according to claim 8, characterized in that, It also includes a telescopic drive unit, which is disposed in the motion cavity. A motion rod is disposed on the movable support base, and a motion plate is disposed on the top of the motion rod. The motion plate is movably connected to the motion cavity and can move up and down in the motion cavity by being driven by the telescopic drive unit.

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