Pipeline jacking construction device for complex geology
By using a combination of limiting components and guide seats in the pipe top construction device and combined with the use of water spray components, the problem of position offset of the pipe top under complex geological conditions is solved, and the construction stability and efficiency are improved.
Patent Information
- Application Number
- CN202420840879.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-20
- Publication Date
- 2025-03-21
- Estimated Expiration
- 2034-04-20
AI Technical Summary
Under complex geological conditions, the pipe hoisting construction device is prone to position deviation due to vibration and extrusion of hard soil during the propulsion process, breaking away from the preset track, affecting the construction process.
A complex geological pipe top pipe construction device is designed, using a combination of limiting components and guide seats, and the limiting fixing is fixed by multiple curved plates, and the top pipe is guided and limited and guided to move through electric telescopic rods and guide plates, while using water spray components to wet the soil for breaking.
It effectively avoids the position deviation of the ejector during the ejection process, ensures that it moves along the preset track, improves the stability and efficiency of construction, and simplifies the treatment of hard soil through the coordination of crushing and water spray components.
Smart Images

Figure CN222650707U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of pipe jacking construction, and in particular to a pipe jacking construction device for complex geology. Background Art
[0002] Pipe jacking construction refers to a trenchless construction method, which is a pipeline burial construction technology with no excavation or minimal excavation. Pipe jacking construction is to use the jacking force generated by the jacking equipment in the working pit to overcome the friction between the pipeline and the surrounding strata, push the pipeline into the soil according to the designed slope, and transport the soil away.
[0003] A novel pipe jacking construction device mentioned in the existing Chinese public patent (authorization announcement number: CN220226880U) includes a cylinder base, a jack, a combined jacking iron and a pipe jacking machine arranged in sequence along the length direction, the cylinder base is used for fixed support on the side wall of the working well, the pipe jacking machine is used for cutting rock formations, the combined jacking iron includes an annular jacking iron, and a plurality of arc blocks assembled in sequence at one end of the annular jacking iron, the annular jacking iron is used for positioning support at the end of the pipeline, the jack is supported at the end of the arc block away from the annular jacking iron, and the arc opening of each arc block is arranged upward; each arc block and the arc block and the annular jacking iron can be detachably assembled and connected. The beneficial effect of the utility model is that by arranging a plurality of spliced arc blocks between the jack and the annular jacking iron, the distance between the jack and the pipeline can be increased, providing a sufficiently large operating space for the operator, so as to facilitate the upward transfer of the soil discharged from the end of the pipeline to the outside of the working well.
[0004] In the above patent, the distance between the jack and the pipe can be increased by setting an arc block, so as to facilitate the upward transfer of the soil at the end of the discharge pipe to the outside of the working well. However, when the device is used for jacking construction in some complex geological conditions, such as areas with hard soil, the soil at the front end will be excavated during the advancement process to ensure normal passage. During the excavation process, the jacking pipe is subjected to vibration and squeezing of the hard soil, which may cause the position of the jacking pipe to shift and deviate from the preset track, affecting the construction progress. For this reason, the present application provides a pipe jacking construction device for complex geological conditions. Utility Model Content
[0005] The purpose of this application is to solve the problem that during the excavation process, the jacking pipe is subjected to vibration and squeezing of hard soil, which may cause the jacking position of the jacking pipe to shift, deviate from the preset track, and affect the construction progress. This application provides a pipe jacking construction device for complex geology.
[0006] In order to achieve the above-mentioned purpose, this application specifically adopts the following technical solutions:
[0007] A pipe jacking construction device for complex geological conditions comprises a base, the top of the base is fixedly connected to a wall, one side of the wall is fixedly connected to a support plate, one side of the support plate is fixedly connected to a jack, the output end of the jack is fixedly connected to a push plate, one side of the push plate is evenly provided with a plurality of limit grooves, each of the limit grooves is installed with a limit assembly, the top of the base is fixedly connected to a guide seat, the top of the guide seat is provided with a groove, a guide assembly is installed inside the groove, a jacking pipe is arranged on the top of the guide seat, one end of the jacking pipe is rotatably connected to a turntable, the front end of the turntable is evenly fixedly connected to a plurality of drill bits, the wall is fixedly connected to a fixing plate, and one side of the fixing plate is installed with a water spray assembly.
[0008] By adopting the above technical scheme, according to the guiding fixation of the limit assembly and the guide seat, the jacking position of the jacking pipe will not be offset during the jacking process, so as to avoid the jacking pipe from deviating from the preset track and affecting the construction progress. At the same time, when the jacking pipe is pushed to move on the guide seat, according to the guidance of the guide assembly, the jacking pipe can move more smoothly and be better pushed into the geology. At the same time, the hard soil in front can be broken by multiple drill bits. During the drill bit breaking process, the water spray assembly can also be started to spray water on the soil in front, so that the soil is in a moist state, and the hard soil in front can be broken more conveniently and quickly, thereby improving the construction efficiency.
[0009] Further, it is characterized in that: the limit assembly includes a fixing frame fixedly connected to the inside of the limit groove, a threaded rod is rotatably connected to the inside of the fixing frame, a motor 2 is fixedly connected to the inside of the fixing frame, the output end of the motor 2 is fixedly connected to one end of the threaded rod, and an arc plate is threadedly connected to the threaded rod.
[0010] By adopting the above technical solution, when the threaded rod rotates, the arc plate will move on the threaded rod until the arc plate is tightly fitted with the inner wall of the top pipe.
[0011] Furthermore, a guide rod is fixedly connected inside the fixing frame, and one end of the arc-shaped plate is slidably connected to the guide rod.
[0012] By adopting the above technical solution, the arc-shaped plate can be prevented from deflecting according to the guidance of the guide rod.
[0013] Furthermore, a non-slip pad is fixedly connected to one side of the arc-shaped plate.
[0014] By adopting the above technical solution, the friction between the arc plate and the ejection pipe can be improved by the anti-skid pad at the bottom of the arc plate, thereby preventing the arc plate from sliding and falling off during the ejection process.
[0015] Furthermore, the guide assembly includes a plurality of electric telescopic rods evenly and fixedly connected inside the groove, a guide plate is fixedly connected to the top of the plurality of electric telescopic rods, a limiting groove is provided on the top of the guide plate, and a plurality of rotating rods are rotatably connected inside the limiting groove.
[0016] By adopting the above technical solution, the bottom of the jacking pipe can be guided and limited by the electric telescopic rod to prevent the jacking pipe from moving randomly during the jacking process.
[0017] Furthermore, a plurality of through holes are evenly formed on the drill bit.
[0018] By adopting the above technical solution, the broken soil layer can enter the top pipe through the through hole and wait for discharge.
[0019] Furthermore, one side of the fixed plate is fixedly connected to motor 1, the other side of the fixed plate is rotatably connected to a rotating column, the output end of motor 1 is fixedly connected to the rotating column, one side of the rotating column is fixedly connected to multiple fixed columns, and one end of the fixed column is fixedly connected to one side of the turntable.
[0020] By adopting the above technical solution, the fixed column drives the turntable to rotate together with the rotation of the rotating column, thereby driving multiple drill bits on one side of the turntable to rotate at high speed to break the hard soil in front.
[0021] Furthermore, the water spray assembly includes a water tank fixedly connected to one side of the fixed plate, a pump is fixedly connected to the top of the water tank, a pump is fixedly connected to the output end of the pump, a pumping pipe is fixedly connected to one end of the pumping pipe, a connecting frame is fixedly connected to one end of the pumping pipe, and a plurality of high-pressure nozzles are evenly fixedly connected to the connecting frame.
[0022] By adopting the above technical solution, water is sprayed through multiple high-pressure nozzles, so that the water can not only flush the through holes on the drill bit to avoid blockage, but also spray the water into the soil in front through the through holes, so that the soil is in a moist state, and the hard soil in front can be broken more conveniently and quickly, thereby improving construction efficiency.
[0023] In summary, the present application includes at least one of the following beneficial effects:
[0024] 1. In the present application, a limit assembly and a guide seat are provided, and a plurality of arc-shaped plates are attached to the inner wall of the jacking pipe, so that the jacking pipe can be limited and fixed, so that when the jacking pipe is pushed forward, the position of the jacking pipe will not be offset, thereby preventing the jacking pipe from deviating from the preset track and affecting the construction progress. At the same time, when the jacking pipe is pushed forward, the guide seat at the bottom can also limit and guide the jacking pipe, thereby preventing the jacking pipe from moving during the ejection process again.
[0025] 2. The present application is provided with a guide assembly. When the jacking pipe is pushed to move on the guide seat, the bottom of the jacking pipe can be guided and limited according to the electric telescopic rod to prevent the jacking pipe from moving randomly during the jacking process. The rotating rod inside the guide plate can make the jacking pipe move more smoothly and be better ejected forward. BRIEF DESCRIPTION OF THE DRAWINGS
[0026] Figure 1 It is a schematic diagram of the three-dimensional structure of the device body in this application.
[0027] Figure 2 It is a three-dimensional structural schematic diagram of the limiting component in this application.
[0028] Figure 3 It is a schematic diagram of the three-dimensional structure of the guide component in this application.
[0029] Figure 4 It is a schematic diagram of the internal three-dimensional structure of the top pipe in this application.
[0030] Figure 5 It is a three-dimensional structural schematic diagram of the water spray assembly in this application.
[0031] Description of reference numerals:
[0032] 1. Base; 2. Wall; 3. Support plate; 4. Jack; 5. Push plate; 6. Limit assembly; 7. Guide seat; 8. Guide assembly; 9. Jacking pipe; 10. Turntable; 11. Drill bit; 12. Through hole; 13. Fixed plate; 14. Motor 1; 15. Rotating column; 16. Fixed column; 17. Water spray assembly; 61. Fixed frame; 62. Threaded rod; 63. Motor 2; 64. Arc plate; 65. Guide rod; 66. Anti-slip pad; 81. Electric telescopic rod; 82. Guide plate; 83. Rotating rod; 171. Water tank; 172. Pump; 173. Pumping pipe; 174. Connecting frame; 175. High-pressure nozzle. DETAILED DESCRIPTION
[0033] The following is combined with Figure 1-5 This application is described in further detail.
[0034] The embodiment of the present application discloses a pipe jacking construction device for complex geology.
[0035] Reference Figure 1A pipe jacking construction device for complex geological conditions comprises a base 1, the top of the base 1 is fixedly connected to a wall 2, one side of the wall 2 is fixedly connected to a support plate 3, one side of the support plate 3 is fixedly connected to a jack 4, the output end of the jack 4 is fixedly connected to a push plate 5, one side of the push plate 5 is evenly provided with a plurality of limit grooves, and the limit grooves are all installed with limit components 6, the top of the base 1 is fixedly connected to a guide seat 7, the top of the guide seat 7 is provided with a groove, the groove is installed with a guide component 8, a jacking pipe 9 is arranged on the top of the guide seat 7, one end of the jacking pipe 9 is rotatably connected to a turntable 10, the front end of the turntable 10 is evenly fixedly connected to a plurality of drill bits 11, the wall 2 is fixedly connected to a fixed plate 13, and one side of the fixed plate 13 is installed with a water spray component 17.
[0036] When in use, first place the jacking pipe 9 on the guide seat 7 by a crane, then fit one end of the jacking pipe 9 tightly with one side of the push plate 5, and then start the limit assembly 6 to fix the inner wall of the jacking pipe 9 by the limit assembly 6. After the fixation is completed, start the jack 4 to push the push plate 5 forward, so that the jacking pipe 9 is pushed forward together with the movement of the push plate 5. According to the guiding fixation of the limit assembly 6 and the guide seat 7, the jacking position of the jacking pipe 9 will not be offset during the jacking process, so as to prevent the jacking pipe 9 from deviating from the preset track and affecting the construction progress. When 9 moves on the guide seat 7, according to the guidance of the guide assembly 8, the top pipe 9 can move more smoothly and be pushed out into the geology better. Secondly, since there are some hard soils in the complex geology, the turntable 10 and the drill bit 11 can be started to rotate at this time, and the hard soil in front can be broken by multiple drill bits 11. At the same time, during the crushing process of the drill bit 11, the water spray assembly 17 can also be started to operate, and the soil in front can be sprayed with water by the water spray assembly 17, so that the soil is in a moist state, and the hard soil in front can be broken more conveniently and quickly, thereby improving the construction efficiency.
[0037] Reference Figure 1 and Figure 2 The limiting assembly 6 includes a fixing frame 61 fixedly connected to the limiting groove, a threaded rod 62 is rotatably connected inside the fixing frame 61, a motor 2 63 is fixedly connected inside the fixing frame 61, an output end of the motor 2 63 is fixedly connected to one end of the threaded rod 62, an arc plate 64 is threadedly connected to the threaded rod 62, a guide rod 65 is fixedly connected inside the fixing frame 61, one end of the arc plate 64 is slidably connected to the guide rod 65, and an anti-slip pad 66 is fixedly connected to one side of the arc plate 64.
[0038] When in use, first start the motor 2 63 to drive the threaded rod 62 to rotate. When the threaded rod 62 rotates, the arc plate 64 will move on the threaded rod 62 according to the guidance of the guide rod 65 until the arc plate 64 is tightly fitted with the inner wall of the jacking pipe 9. When multiple arc plates 64 are fitted to the inner wall of the jacking pipe 9, the jacking pipe 9 can be limited and fixed, so that when the jacking pipe 9 is pushed forward to be ejected, the position of the jacking pipe 9 will not be offset, thereby preventing the jacking pipe 9 from deviating from the preset track and affecting the construction progress. Secondly, the anti-slip pad 66 on one side of the arc plate 64 can increase the friction between the arc plate 64 and the jacking pipe 9 to prevent the arc plate 64 from sliding and falling off during the ejection process.
[0039] Reference Figure 1 and Figure 3 The guide assembly 8 includes a plurality of electric telescopic rods 81 uniformly and fixedly connected inside the groove, the tops of the plurality of electric telescopic rods 81 are fixedly connected with guide plates 82, the tops of the guide plates 82 are provided with limiting grooves, and a plurality of rotating rods 83 are rotatably connected inside the limiting grooves.
[0040] When in use, first start the electric telescopic rod 81 to drive the guide plate 82 to rise until the top of the guide plate 82 is in contact with the outer wall of the jacking pipe 9. The electric telescopic rod 81 can be used to guide and limit the bottom of the jacking pipe 9 to prevent the jacking pipe 9 from moving randomly during the jacking process. The rotating rod 83 inside the guide plate 82 can make the jacking pipe 9 move more smoothly and be better pushed into the geology.
[0041] Reference Figure 1 and Figure 4 A plurality of through holes 12 are evenly arranged on the drill bit 11, a motor 14 is fixedly connected to one side of the fixing plate 13, a rotating column 15 is rotatably connected to the other side of the fixing plate 13, an output end of the motor 14 is fixedly connected to the rotating column 15, a plurality of fixed columns 16 are fixedly connected to one side of the rotating column 15, and one end of the fixed column 16 is fixedly connected to one side of the turntable 10.
[0042] When in use, first start the motor 14 to drive the rotating column 15 to rotate. Through the rotation of the rotating column 15, the fixed column 16 drives the turntable 10 to rotate together, thereby driving the multiple drill bits 11 on one side of the turntable 10 to rotate at high speed. Through the rotation of the multiple drill bits 11, the hard soil in front is broken, so that the jacking pipe 9 can be better pushed forward. At the same time, the broken soil layer can enter the inside of the jacking pipe 9 through the through hole 12 and wait for discharge.
[0043] Reference Figure 1 and Figure 5The water spray assembly 17 includes a water tank 171 fixedly connected to one side of the fixed plate 13, a pump 172 is fixedly connected to the top of the water tank 171, a pumping pipe 173 is fixedly connected to the output end of the pump 172, one end of the pumping pipe 173 is fixedly connected to a connecting frame 174, and a plurality of high-pressure nozzles 175 are evenly and fixedly connected to the connecting frame 174.
[0044] When in use, the pump 172 can be started to pump out the water inside the water tank 171, and the pumped water is collected into the connecting frame 174 through the pumping pipe 173, and then sprayed out through multiple high-pressure nozzles 175. The sprayed water can not only flush the through hole 12 on the drill bit 11 to avoid blockage, but also spray the water into the soil in front through the through hole 12, so that the soil is in a moist state, and the hard soil in front can be broken more conveniently and quickly, thereby improving construction efficiency.
[0045] The implementation principle of the pipe jacking construction device for complex geological conditions in this embodiment is as follows: when in use, firstly, the jacking pipe 9 is placed on the guide seat 7 by a crane, and then one end of the jacking pipe 9 is closely fitted with one side of the push plate 5, and then the motor 2 63 is started to drive the threaded rod 62 to rotate. When the threaded rod 62 rotates, the arc plate 64 moves on the threaded rod 62 according to the guidance of the guide rod 65 until the arc plate 64 is closely fitted with the inner wall of the jacking pipe 9;
[0046] When the plurality of arc plates 64 are attached to the inner wall of the jacking pipe 9, the jacking pipe 9 can be limited and fixed, so that when the jacking pipe 9 is pushed forward, the position of the jacking pipe 9 will not be offset, so as to prevent the jacking pipe 9 from deviating from the preset track and affecting the construction process. Secondly, the anti-skid pad 66 on one side of the arc plate 64 can increase the friction between the arc plate 64 and the jacking pipe 9, so as to prevent the arc plate 64 from sliding and falling off during the ejection process. When the fixing is completed, the jack 4 is started to push the push plate 5 forward to eject, so that the jacking pipe 9 is ejected forward together with the movement of the push plate 5.
[0047] At the same time, when pushing the top pipe 9 to move on the guide seat 7, the electric telescopic rod 81 can be started to drive the guide plate 82 to rise until the top of the guide plate 82 fits the outer wall of the top pipe 9. The bottom of the top pipe 9 can be guided and limited by the electric telescopic rod 81 to prevent the top pipe 9 from moving randomly during the jacking process. The rotating rod 83 inside the guide plate 82 can make the top pipe 9 move more smoothly and better push it into the geology.
[0048] In addition, since there are some hard soils in complex geology, the motor 14 can be started to drive the rotating column 15 to rotate. Through the rotation of the rotating column 15, the fixed column 16 drives the turntable 10 to rotate together, thereby driving the multiple drill bits 11 on one side of the turntable 10 to rotate at high speed. Through the rotation of the multiple drill bits 11, the hard soil in front is broken, so that the top pipe 9 can be better pushed forward. At the same time, the broken soil layer can enter the top pipe 9 through the through hole 12 and wait for discharge. At the same time, during the crushing process of the drill bit 11, the pump 172 can also be started to operate to extract the water source in the water tank 171. The extracted water source is merged into the connecting frame 174 through the suction pipe 173, and then sprayed through multiple high-pressure nozzles 175. The sprayed water source can not only flush the through hole 12 on the drill bit 11 to avoid blockage, but also spray the water source into the soil in front through the through hole 12, so that the soil is in a moist state, and the hard soil in front is more convenient and quick to crush, thereby improving construction efficiency.
Claims
1. A pipe jacking construction device for complex geological conditions, comprising a base (1), characterized in that: The top of the base (1) is fixedly connected to a wall (2), one side of the wall (2) is fixedly connected to a support plate (3), one side of the support plate (3) is fixedly connected to a jack (4), the output end of the jack (4) is fixedly connected to a push plate (5), one side of the push plate (5) is evenly provided with a plurality of limit grooves, and the limit grooves are all installed with limit assemblies (6), the top of the base (1) is fixedly connected to a guide seat (7), the top of the guide seat (7) is provided with a groove, the groove is installed with a guide assembly (8), the top of the guide seat (7) is provided with a jacking pipe (9), one end of the jacking pipe (9) is rotatably connected to a turntable (10), the front end of the turntable (10) is evenly fixedly connected to a plurality of drill bits (11), the wall (2) is fixedly connected to a fixing plate (13), and one side of the fixing plate (13) is installed with a water spray assembly (17).
2. A pipe jacking construction device for complex geology according to claim 1, characterized in that: The limiting assembly (6) comprises a fixing frame (61) fixedly connected to the inside of the limiting groove, a threaded rod (62) rotatably connected to the inside of the fixing frame (61), a second motor (63) fixedly connected to the inside of the fixing frame (61), an output end of the second motor (63) fixedly connected to one end of the threaded rod (62), and an arc plate (64) threadedly connected to the threaded rod (62).
3. A pipe jacking construction device for complex geology according to claim 2, characterized in that: A guide rod (65) is fixedly connected inside the fixing frame (61), and one end of the arc-shaped plate (64) is slidably connected to the guide rod (65).
4. A pipe jacking construction device for complex geology according to claim 2, characterized in that: An anti-slip pad (66) is fixedly connected to one side of the arc-shaped plate (64).
5. The pipe jacking construction device for complex geology according to claim 1, characterized in that: The guide assembly (8) comprises a plurality of electric telescopic rods (81) uniformly fixedly connected inside the groove, a guide plate (82) being fixedly connected to the top of the plurality of electric telescopic rods (81), a limiting groove being provided on the top of the guide plate (82), and a plurality of rotating rods (83) being rotatably connected inside the limiting groove.
6. The pipe jacking construction device for complex geology according to claim 1, characterized in that: The drill bit (11) is evenly provided with a plurality of through holes (12).
7. The pipe jacking construction device for complex geology according to claim 1, characterized in that: One side of the fixed plate (13) is fixedly connected to a motor 1 (14), and the other side of the fixed plate (13) is rotatably connected to a rotating column (15); an output end of the motor 1 (14) is fixedly connected to the rotating column (15); one side of the rotating column (15) is fixedly connected to a plurality of fixed columns (16); one end of the fixed column (16) is fixedly connected to one side of the turntable (10).
8. The pipe jacking construction device for complex geology according to claim 1, characterized in that: The water spray assembly (17) comprises a water storage tank (171) fixedly connected to one side of the fixed plate (13); a pump (172) is fixedly connected to the top of the water storage tank (171); a pump (173) is fixedly connected to the output end of the pump (172); one end of the pump (173) is fixedly connected to a connecting frame (174); and a plurality of high-pressure spray heads (175) are evenly and fixedly connected to the connecting frame (174).
Citation Information
Patent Citations
Novel pipe jacking construction device
CN220226880U
Cited By
Heating construction pipeline jacking device
CN121654802A