An anti-settling pipe jacking machine for pipe jacking and river crossing engineering
By adopting a combination structure of the crushing chamber, a rotating ring and a crushing knife set in the anti-settlement pipe header in the pipe header in the pipe header project, the problem of difficult to effectively break the silt and sand in the prior art is solved, and a more efficient crushing effect is achieved, and the stability and construction efficiency of the pipe header are improved.
Patent Information
- Application Number
- CN202421428504.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-21
- Publication Date
- 2025-04-11
- Estimated Expiration
- 2034-06-21
AI Technical Summary
The anti-segregation pipe hoisting machine in the existing pipe-pipe-through project is difficult to effectively break larger particles when dealing with silt and sand, causing silt and sand to re-caking, which may cause the pipe-pipe to settle or sink.
An anti-segmentation pipe hoisting machine for pipe-pipe-through river project is designed, and a combination structure of the crushing chamber, a rotating ring and a crushing knife group is adopted. Through the assistance of water flow, the secondary dispersion of soil and stones is achieved, and the soil and sand and gravel are broken into smaller particles through the action of the rotating ring and a crushing knife group.
It effectively improves the crushing efficiency of soil and sand and gravel, reduces formation resistance, improves the stability of the top pipe, reduces soil accumulation and blockage, extends the service life of the equipment, and improves construction efficiency.
Smart Images
Figure CN222746080U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of pipe jacking engineering, in particular to an anti-settling pipe jacking machine used in pipe jacking engineering for crossing a river. Background Art
[0002] In the pipe jacking project, the anti-settling pipe jacking machine is a mechanical device specially used for pushing and installing the pipe jacking. It is mainly used to overcome the problems of soft riverbed soil and liquefaction, and ensures that the pipe jacking will not settle or sink when crossing the riverbed by providing stable support, dispersing loads, controlling the propulsion speed, monitoring soil changes and improving work efficiency, and ensures the safety and quality of the construction.
[0003] However, when workers usually use it, the cutter disc only squeezes or breaks up the silt. The silt is usually composed of particles of different sizes, such as fine particles and larger particles. Some of the fine particles will gather together to form larger particles due to surface tension and other reasons. It may not be possible to effectively break up these larger particles by just using the cutter disc to break up the silt, and thus it is impossible to fully destroy the structure of the silt. In the process of the cutter disc breaking up the silt, some fine particles may be squeezed between larger particles, causing the silt to re-agglomerate. In this case, even if the pipe jacking machine continues to advance, settling or sinking may occur. Utility Model Content
[0004] The utility model aims to solve the shortcomings in the prior art and provide an anti-settling pipe jacking machine for pipe jacking through river engineering.
[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: an anti-sinking pipe jacking machine for pipe jacking and river crossing engineering, comprising: a pipe jacking machine body, the pipe jacking machine body comprises an outer shell, an auxiliary mechanism is arranged on the outer surface of the outer shell, a cutter disc is arranged on one side of the inner wall of the outer shell, a bulldozer block is arranged on one side of the cutter disc, a detection channel is arranged on one side of the inner wall of the bulldozer block, a shift sensor is arranged on one side of the detection channel, a crushing bin is arranged on one side of the inner wall of the outer shell, two rotating rings are arranged on one side of the inner wall of the crushing bin, a plurality of crushing knife groups are arranged on one side of the inner wall of the two rotating rings, a storage shell is arranged on one side of the outer shell, a plurality of diverter plates are arranged on one side of the inner wall of the storage shell, and a plurality of slots opened on the outer surface of the storage shell are arranged on the inner wall of the mud discharge pipe.
[0006] As a preferred implementation, the auxiliary mechanism comprises a mounting ring, one side of the inner wall of the mounting ring is fixedly connected to the outer surface of the housing, and a plurality of guide blocks are fixedly connected to the outer surface of the mounting ring.
[0007] As a preferred implementation, one side of the inner wall of the shell is fixedly connected to one side of the cutter disc, and one side of the cutter disc is fixedly connected to one side of the bulldozer block.
[0008] As a preferred implementation, a detection channel is opened on one side of the inner wall of the bulldozer block, and the outer surface of the displacement sensor is fixedly connected to one side of the detection channel.
[0009] As a preferred implementation, the outer surface of the crushing bin is fixedly connected to one side of the inner wall of the outer shell.
[0010] As a preferred embodiment, the two chute openings on the inner wall of the crushing bin are both rotatably connected to a rotating ring, and one side of the inner wall of the two rotating rings is fixedly connected to a plurality of crushing knife groups.
[0011] As a preferred embodiment, one side of the storage shell is fixedly connected to one side of the mounting shell.
[0012] As a preferred embodiment, a plurality of diverter plates are fixedly connected to one side of the inner wall of the storage shell, and the inner walls of a plurality of slots opened on the outer surface of the storage shell are fixedly connected to mud discharge pipes.
[0013] Compared with the prior art, the advantages and positive effects of the utility model are:
[0014] The utility model can quickly and effectively break up the soil and stones for a second time through the installed crushing chamber, rotating ring and crushing knife group. With the assistance of water flow, the crushing effect can be enhanced and the crushing efficiency can be improved. In the pipe jacking and river crossing project, the stability of the stratum is very important.
[0015] It can not only break the soil and gravel into smaller particles, reduce the resistance of the formation during the process of pushing the jacking pipe, and improve the stability of the jacking pipe; the rotating ring and the crushing knife group can also break the soil and gravel into smaller particles, making the soil easier to remove, and can also reduce the accumulation and blockage of soil during the jacking pipe crossing process, ensure the smooth advancement of the jacking pipe, reduce the load of the propulsion machinery, reduce the risk of equipment damage, and extend the service life of the equipment. At the same time, it can also improve the construction efficiency. Breaking the soil makes it easier to transmit the propulsion force, reduces the resistance of the jacking machine, and makes the propulsion speed faster, thereby shortening the construction period;
[0016] In the pipe jacking and river crossing project, the pipeline is long and the equipment will generate greater friction on the pipeline when it is pushed, which will lead to increased pipeline loss. By installing multiple guide blocks on the outer surface of the ring, the friction between the pipe jacking machine and the pipeline can be effectively reduced, the resistance when the pipeline is pushed can be reduced, and the friction loss of the pipeline can be reduced. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 The utility model provides a structural schematic diagram of an anti-sinking pipe jacking machine for pipe jacking and river crossing engineering.
[0018] Figure 2 The utility model provides a main body dissection diagram of an anti-sinking pipe jacking machine for pipe jacking and river crossing engineering, and a schematic structural diagram of the disassembled side.
[0019] Figure 3 The utility model provides a partial dissected diagram of the main body of an anti-sinking pipe jacking machine for pipe jacking and river crossing engineering, and a schematic structural diagram of the disassembled side.
[0020] Figure 4 The utility model provides a schematic structural diagram of the side surface of an auxiliary mechanism of an anti-sinking pipe jacking machine for pipe jacking and river crossing engineering.
[0021] Legend:
[0022] 1. Pipe jacking machine body; 11. Shell; 12. Cutter head; 13. Bulldozer block; 14. Detection channel; 15. Shift sensor; 16. Crushing chamber; 17. Rotating ring; 18. Crushing knife group; 19. Storage shell; 110. Diverter plate; 111. Mud discharge pipe;
[0023] 2. Auxiliary mechanism; 21. Mounting ring; 22. Guide block. DETAILED DESCRIPTION
[0024] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0025] Example 1
[0026] like Figure 1 - Figure 3 As shown, the utility model provides a technical solution: an anti-sinking pipe jacking machine for pipe jacking and river crossing engineering, comprising: a pipe jacking machine body 1, the pipe jacking machine body 1 comprises an outer shell 11, an auxiliary mechanism 2 is arranged on the outer surface of the outer shell 11, a cutter disc 12 is arranged on one side of the inner wall of the outer shell 11, a bulldozer block 13 is arranged on one side of the inner wall of the bulldozer block 13, a detection channel 14 is arranged on one side of the inner wall of the bulldozer block 13, a displacement sensor 15 is arranged on one side of the detection channel 14, a crushing chamber 16 is arranged on one side of the inner wall of the outer shell 11, two rotating rings 17 are arranged on one side of the inner wall of the crushing chamber 16, a plurality of crushing knife groups 18 are arranged on one side of the inner wall of the two rotating rings 17, a storage shell 19 is arranged on one side of the outer shell 11, a plurality of diverter plates 110 are arranged on one side of the inner wall of the storage shell 19, and a plurality of slots opened on the outer surface of the storage shell 19 are all provided with mud discharge pipes 111 on the inner walls.
[0027] In this embodiment, a detection channel 14 is provided on one side of the inner wall of the housing 11 and a cutter disc 12, a cutter disc 12 and a bulldozer block 13, and a displacement sensor 15 is fixedly connected to one side of the inner wall of the bulldozer block 13; the displacement sensor 15 is installed on one side of the detection channel 14, which can not only monitor and record the displacement change of the bulldozer block 13 in real time. The displacement sensor 15 can quickly and accurately measure and feedback the displacement data of the bulldozer block 13, providing an important reference basis for subsequent analysis and adjustment. Through the measurement of the displacement sensor 15, the displacement change of the bulldozer block 13 can also be obtained, including horizontal displacement or vertical displacement. These data can provide more accurate information, help analyze the operating status and efficiency of the system, and make corresponding adjustments and optimizations. The displacement sensor 15 can output the displacement data for subsequent data recording and analysis. By collecting and analyzing the displacement data, the displacement characteristics, change trends and other information of the bulldozer block 13 under different working conditions can be obtained, providing a basis for the optimization and improvement of the system.
[0028] The outer surface of the crushing chamber 16 is fixedly connected to one side of the inner wall of the shell 11, and two slide grooves opened on the inner wall of the crushing chamber 16 are rotatably connected to a rotating ring 17, and one side of the inner wall of the two rotating rings 17 is fixedly connected to a plurality of crushing knife groups 18; the crushing chamber 16 adopts a structure of multiple crushing knife groups 18, which can not only quickly and effectively break up the soil and stones for a second time, but also can enhance the crushing effect and improve the crushing efficiency through the assistance of water flow. In the jacking pipe crossing river project, the stability of the formation is very important. Through the secondary breaking up effect of the rotating ring 17 and the crushing knife group 18, not only can the soil and sand and gravel be broken into smaller particles, the resistance of the formation can be reduced in the process of advancing the jacking pipe, and the stability of the jacking pipe can be improved; the rotating ring 17 and the crushing knife group 18 can also break the soil and sand and gravel into smaller particles, making the soil easier to remove, and can also reduce the accumulation and blockage of soil in the process of jacking pipe crossing, ensure the smooth advancement of the jacking pipe, reduce the load of the propulsion machinery, reduce the risk of equipment damage, and extend the service life of the equipment. At the same time, it can also improve the construction efficiency. Breaking up the soil makes it easier to transmit the propulsion force, reduces the resistance of the jacking machine, and makes the propulsion speed faster, thereby shortening the construction period.
[0029] One side of the storage shell 19 is fixedly connected to one side of the installation shell, and a plurality of diverter plates 110 are fixedly connected to one side of the inner wall of the storage shell 19. The inner walls of the plurality of slots opened on the outer surface of the storage shell 19 are fixedly connected to a mud discharge pipe 111. Through the design of the diverter plates 110 and the mud discharge pipe 111, the mud and gravel broken up during the pipe jacking process can be quickly discharged. This can not only speed up the construction progress and improve the construction efficiency, but also during the pipe jacking process, the soil is easy to accumulate inside the pipe, causing the pipe to be blocked. Through the design of the storage shell 19 and the mud discharge pipe 111, the soil can also be effectively removed to reduce the risk of pipe blockage.
[0030] Example 2
[0031] like Figure 1 - Figure 4 As shown, the auxiliary mechanism 2 includes a mounting ring 21 , one side of the inner wall of the mounting ring 21 is fixedly connected to the outer surface of the housing 11 , and a plurality of guide blocks 22 are fixedly connected to the outer surface of the mounting ring 21 .
[0032] In this embodiment, the outer surface of the mounting ring 21 is fixedly connected to the outer surface of the outer shell 11 by fixing one side of the inner wall of the mounting ring 21, and a plurality of guide blocks 22 are fixedly connected to the outer surface of the mounting ring 21; the fixed connection between the inner wall of the mounting ring 21 and the outer surface of the outer shell 11 can prevent the pipeline from moving or becoming unstable during the advancement process. The design of the plurality of guide blocks 22 on the outer surface of the mounting ring 21 can reduce the friction between the jacking machine and the pipeline, reduce the resistance during the advancement of the pipeline, and improve the stability of the jacking pipe. In the jacking pipe crossing the river project, the pipeline is long, and the equipment will generate a large friction force on the pipeline when advancing, thereby increasing the pipeline loss. The plurality of guide blocks 22 on the outer surface of the mounting ring 21 can effectively reduce the friction between the jacking machine and the pipeline, reduce the resistance during the advancement of the pipeline, and reduce the friction loss of the pipeline.
[0033] Working principle:
[0034] like Figure 1 - Figure 4As shown, during use, the staff will select a suitable pipe jacking machine model according to the water depth and water flow speed. Usually, a hydraulic or electric pipe jacking machine is used as a drive to make the bulldozer 13 have limited contact with the mud surface, and then the blocky soil, sand and gravel are first dispersed by the cutter disc 12. The dispersed soil enters the crushing chamber 16 through the gap of the cutter disc 12 and the water flow. With the assistance of the water flow, the structure of multiple crushing knife groups 18 can quickly and effectively disperse the soil and stones for a second time. Through the secondary dispersion effect of the rotating ring 17 and the crushing knife group 18, not only can the soil and sand and gravel be broken into smaller particles, but also the resistance of the formation can be reduced in the process of advancing the pipe jacking, the stability of the pipe jacking can be improved, and the damage caused by the blockage of the pipeline can be reduced. The dispersed mud blocks and sand and gravel will enter the storage shell 19 through the water flow, and then be discharged from the storage shell 19 through the cooperation of the diverter plate 110 and the mud discharge pipe 111.
[0035] The above description is only a preferred embodiment of the present invention and does not limit the present invention in other forms. Any technician familiar with the profession may use the technical content disclosed above to change or modify it into an equivalent embodiment with equivalent changes and apply it to other fields. However, any simple modification, equivalent change and modification made to the above embodiment based on the technical essence of the present invention without departing from the content of the technical solution of the present invention still falls within the protection scope of the technical solution of the present invention.
Claims
1. An anti-settling pipe jacking machine for pipe jacking and river crossing engineering, characterized in that: include: A pipe jacking machine body (1), the pipe jacking machine body (1) comprising a shell (11), an auxiliary mechanism (2) being arranged on the outer surface of the shell (11), a cutter disc (12) being arranged on one side of the inner wall of the shell (11), a bulldozer block (13) being arranged on one side of the cutter disc (12), a detection channel (14) being arranged on one side of the inner wall of the bulldozer block (13), a displacement sensor (15) being arranged on one side of the detection channel (14), a crushing chamber (16) being arranged on one side of the inner wall of the crushing chamber (16), two rotating rings (17) being arranged on one side of the inner wall of the two rotating rings (17), a plurality of crushing knife groups (18) being arranged on one side of the inner wall of each of the two rotating rings (17), a storage shell (19) being arranged on one side of the inner wall of the storage shell (19), a plurality of flow dividers (110) being arranged on one side of the inner wall of each of the plurality of slots provided on the outer surface of the storage shell (19), and mud discharge pipes (111) being arranged on the inner walls of each of the plurality of slots provided on the outer surface of the storage shell (19).
2. The anti-settling pipe jacking machine for pipe jacking and river crossing engineering according to claim 1 is characterized by: The auxiliary mechanism (2) comprises a mounting ring (21), one side of an inner wall of the mounting ring (21) is fixedly connected to the outer surface of the housing (11), and a plurality of guide blocks (22) are fixedly connected to the outer surface of the mounting ring (21).
3. The anti-settling pipe jacking machine for pipe jacking and river crossing engineering according to claim 2 is characterized in that: One side of the inner wall of the outer shell (11) is fixedly connected to one side of the cutter disc (12), and one side of the cutter disc (12) is fixedly connected to one side of the bulldozer block (13).
4. The anti-settling pipe jacking machine for pipe jacking and river crossing engineering according to claim 1, characterized in that: A detection channel (14) is provided on one side of the inner wall of the bulldozer block (13), and an outer surface of the displacement sensor (15) is fixedly connected to one side of the detection channel (14).
5. The anti-settling pipe jacking machine for pipe jacking and river crossing engineering according to claim 1 is characterized by: The outer surface of the crushing chamber (16) is fixedly connected to one side of the inner wall of the outer shell (11).
6. The anti-settling pipe jacking machine for pipe jacking through a river project according to claim 1, characterized in that: The two slide grooves provided on the inner wall of the crushing bin (16) are both rotatably connected to a rotating ring (17), and one side of the inner wall of the two rotating rings (17) is fixedly connected to a plurality of crushing knife groups (18).
7. The anti-settling pipe jacking machine for pipe jacking and river crossing engineering according to claim 1, characterized in that: One side of the storage shell (19) is fixedly connected to one side of the installation shell.
8. The anti-settling pipe jacking machine for pipe jacking and river crossing engineering according to claim 1, characterized in that: A plurality of flow dividers (110) are fixedly connected to one side of the inner wall of the storage shell (19), and a plurality of inner walls of the slots formed on the outer surface of the storage shell (19) are fixedly connected to mud discharge pipes (111).