Jacking construction device and method
By designing a hoisting construction device including a base, a support seat, a pushing mechanism and a displacement mechanism, the problem of inconvenience in the construction of long-distance pipeline hoisting in the prior art is solved, flexible adjustment and stable construction are achieved, and the device can be stored in Reduce space usage.
Patent Information
- Application Number
- CN202411308002.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-19
- Publication Date
- 2025-01-10
AI Technical Summary
The existing pipe hoisting construction equipment cannot adjust the sliding distance during long-distance pipeline construction, resulting in inconvenience in construction, especially in bustling intersections and underground pipeline relocation environments.
A hoisting construction device including a base, a support seat, a movable seat, a pushing mechanism, a lifting mechanism and a displacement mechanism are designed. Through the sliding connection of the support assembly and the guide rail, the three-point support and flexible adjustment of the hoisting pipe are realized, and the mechanism and movement are promoted. The synchronous operation of the plate ensures that the force of the hoisting tube is balanced during the hoisting process and can be stored when not in use to reduce space occupation.
It realizes flexible elevation of long-distance pipelines, avoids tilting of the elevation pipes, improves the stability and reliability of construction, and can be stored when not in use to reduce the equipment space, making it easy to use.
Smart Images

Figure CN119289164A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of pipe jacking construction equipment, and in particular to a pipe jacking construction device and method. Background Art
[0002] Pipe jacking is a pipeline burial construction technology that does not involve excavation or requires minimal excavation. In the working pit, the jacking force generated by the jacking equipment overcomes the friction between the pipeline and the surrounding soil, pushes the pipeline into the soil according to the designed slope, and removes the soil. After one section of the pipe is pushed into the soil, the second section of the pipe is pushed in. Due to the restrictions of the surrounding environment, especially the traffic relief at busy intersections and the relocation of underground pipelines,
[0003] According to the technical solution disclosed in the patent document with the existing publication number CN115217487A, it includes a guide rail seat for carrying and conveying pipeline segments, and a lifting assembly for lifting the pipeline segments, a jacking assembly is installed at the rear end of the guide rail seat, and the lifting assembly includes a U-shaped lifting frame, and the U-shaped lifting frame is provided with a locking connector for fixing the pipeline segment; a lifting adjustment mechanism is also provided on the guide rail seat. When the technical solution is in use, the position of the pipeline segment is adapted to the position of the jacking assembly, and then the locking connector is unlocked by driving the adjusting member to separate the pipeline segment from the U-shaped lifting frame and synchronously dock the jacking assembly, so that the pipeline segment is pushed in by the jacking assembly, that is, the positioning and adjustment of the lifted pipeline segment are completed passively and sequentially. With respect to the above technical solution, although the solution realizes the positioning and adjustment of the pipeline segment, the sliding distance cannot be adjusted during use, so that the jacking construction of long-distance pipelines cannot be performed, which is inconvenient during use. Summary of the invention
[0004] The purpose of the present invention is to overcome the defects and problems of the prior art in which pipe jacking construction has great limitations, and to provide a jacking construction device and method with less limitations.
[0005] To achieve the above objectives, the technical solution of the present invention is: a jacking construction device, including a base, two support seats, a movable seat, a pushing mechanism, a lifting mechanism, and a displacement mechanism, the two support seats are respectively connected to the upper side of the base, the lifting mechanism is connected to the upper side of the base and is located between the two support seats, the movable seat is movably installed on the lifting mechanism, the displacement mechanism is installed on one side of the movable seat, one end of the displacement mechanism is connected to a movable plate, one side of the two support seats is installed with the pushing mechanism, one end of the pushing mechanism is connected with a support plate, and one side of the base is movably installed with a support assembly for supporting the jacking pipe; the displacement mechanism and the pushing mechanism are used to drive the movable plate and the support plate to move.
[0006] Two fixed grooves and two limiting grooves are provided on one side of the base, the two limiting grooves are respectively located on the upper sides of the two fixed grooves and are connected to the two fixed grooves, the supporting assembly includes two guide rails and two sliding rails, the two guide rails are respectively slidably connected to the two fixed grooves, the two sliding rails are respectively slidably connected to the two limiting grooves, the upper sides of the two sliding rails are used to abut against the outer side walls of the top pipes, and the two sliding rails are respectively slidably connected to the upper sides of the two guide rails.
[0007] A protrusion is connected to the inner side wall of the limiting groove, a groove matching the protrusion is opened on one side of the slide rail, and the slide rail is slidably connected to the upper side of the guide rail along the width of the guide rail.
[0008] The upper end surface of the guide rail is provided with a slide groove, in which a slide rod is slidably connected along the length direction; the lower end surface of the slide rail is provided with a transverse groove, and the upper end of the slide rod is slidably connected to the transverse groove.
[0009] The left and right sides of the upper end of the slide rod are connected with limiting blocks, the inner side wall of the transverse groove is provided with a longitudinal groove, and the limiting blocks are slidably connected to the longitudinal groove.
[0010] The outer side of the guide rail is connected with a fixing block, the inner side wall of the fixing groove is provided with a connecting groove along the length direction, and the fixing block is slidably connected to the connecting groove.
[0011] A slot is provided on the inner side of the two support plates, and a plurality of mounting slots are provided on the inner side wall of the slot in the vertical direction. A slot is provided at the bottom of the movable plate, and a support rod is connected in the slot. Both ends of the support rod are respectively inserted into the corresponding mounting slots on the left and right sides.
[0012] The lifting mechanism comprises two movable columns, the lower ends of the two movable columns are respectively connected to the upper side of the base, and the movable seat is slidably connected to the two movable columns along the vertical direction.
[0013] An oblique rod is connected between the support seat and the base.
[0014] A jacking construction method, the construction method is applied to a jacking construction device, and the construction method comprises the following steps:
[0015] Step 1: Dig a starting well and a receiving well at both ends of the jacking pipe burying path, then install the base in the starting well, and pull the support assembly to match the length of the jacking pipe according to the designed length of the jacking pipe, and then adjust the position of the movable seat in advance according to the designed diameter of the jacking pipe, so that the movable plate and the two support plates form an upper and lower height misalignment;
[0016] Step 2: hoist the jacking pipe into the starting well through the hoisting assembly, and then place the jacking pipe on the support assembly. At the same time, the movable plate and the two support plates are in contact with different positions of the end surface of the jacking pipe respectively to form a three-point support. The displacement mechanism and the pushing mechanism work simultaneously to push the jacking pipe into the soil layer.
[0017] Step 3: The displacement mechanism and the pushing mechanism are retracted and reset, and then step 2 is repeated to carry out the lifting and jacking construction until the pipe is penetrated to the receiving well to complete the burying construction of the pipe between the starting well and the receiving well.
[0018] Compared with the prior art, the present invention has the following beneficial effects:
[0019] 1. In a jacking construction device and method of the present invention, when in use, the support assembly is adjusted to expose different lengths according to the different internal diameters of the jacking pipe or the different moving distances of the jacking pipe. The adjustment of the position of the support assembly can complete the jacking of long-distance pipelines, and the pushing mechanism is connected to the support plate, and the displacement mechanism is connected to the movable plate. The two support plates and the movable plate provide three-point support for the jacking pipe. Under the condition of three-point support, the support plates at the left and right positions can be staggered with the movable plate at the middle position in an up-and-down manner. During jacking, the three points apply force synchronously to avoid the tilting of the jacking pipe caused by uneven force on the pipeline. At the same time, when the device is not used in the later stage, the support assembly can be moved and retracted to the inside of the base for storage to reduce the occupied space. Therefore, the present invention is easy to use, has a stable working process, and has low limitations.
[0020] 2. In a jacking construction device and method of the present invention, the guide rail is pulled out from the inside of the fixed groove to complete the initial distance adjustment. While the jacking pipe is being pushed in, the slide rail is adjusted for the second time on the guide rail to increase the distance of the sliding support of the jacking pipe. At the same time, the guide rail can be retracted and limited inside the fixed groove and the limit groove for storage when not in use. The storage reduces the space occupied by the entire equipment and is convenient for later movement. By setting a limit block, the slide rail is provided with an upper and lower limit force to avoid the phenomenon of the slide rail tilting up and down when moving. At the same time, when the slide rail is moved outward by the gravity of the jacking pipe, the limit block is clamped in the longitudinal groove, so that the slide rail can provide a guiding force for horizontal movement through the slide rod and the limit block when moving. Therefore, the present invention occupies a small space, is easy to use, and has high reliability.
[0021] 3. In the jacking construction device and method of the present invention, by setting a support rod, the support rod can be connected with the installation groove, so as to facilitate the fixing of the support rod. After the movable plate is moved into place, it can be connected with the support rod through the card groove at the bottom, so as to ensure that the jacking process of the jacking pipe is more stable; by setting two movable columns, the movable seat can slide up and down; by setting an inclined rod, the stability between the base and the support seat can be improved. Therefore, the working process of the present invention is stable and highly reliable. BRIEF DESCRIPTION OF THE DRAWINGS
[0022] Figure 1 It is a structural schematic diagram of a jacking construction device of the present invention.
[0023] Figure 2 It is a schematic diagram of the structure after the support assembly of the present invention is stored.
[0024] Figure 3 for Figure 2 A magnified schematic diagram of center A.
[0025] Figure 4 It is a structural schematic diagram of the movable plate and the supporting plate in the present invention.
[0026] Figure 5 It is a schematic diagram of the structure of the support assembly in the present invention.
[0027] Figure 6 It is a schematic diagram of the structure after the pipeline is installed in the present invention.
[0028] Figure 7 It is a partial structural schematic diagram of the guide rail and the slide rail in the present invention.
[0029] In the figure: base 1, support seat 2, inclined rod 3, movable seat 4, pushing mechanism 5, lifting mechanism 6, lifting column 61, displacement mechanism 7, support plate 8, movable plate 9, support assembly 10, fixed groove 11, guide rail 12, limit groove 13, slide rail 14, slot 15, installation groove 16, support rod 17, card slot 18, slide groove 19, slide rod 20, fixed block 21, groove 22, transverse groove 23, top pipe 24, protrusion 25, connecting groove 26, limit block 27, longitudinal groove 28. DETAILED DESCRIPTION
[0030] The present invention is further described in detail below in conjunction with the accompanying drawings and specific implementation methods.
[0031] Embodiment 1:
[0032] See also Figures 1 to 7, a jacking construction device, comprising a base 1, two support seats 2, a movable seat 4, a pushing mechanism 5, a lifting mechanism 6, and a displacement mechanism 7, the two support seats 2 are respectively connected to the upper side of the base 1, the lifting mechanism 6 is connected to the upper side of the base 1 and is located between the two support seats 2, the movable seat 4 is movably installed on the lifting mechanism 6, the displacement mechanism 7 is installed on one side of the movable seat 4, one end of the displacement mechanism 7 is connected with a movable plate 9, the pushing mechanism 5 is installed on one side of the two support seats 2, one end of the pushing mechanism 5 is connected with a support plate 8, a support assembly 10 for supporting a jacking pipe 24 is movably installed on one side of the base 1, an inclined rod 3 is connected between the support seat 2 and the base 1, the lifting mechanism 6 comprises two movable columns 61, the lower ends of the two movable columns 61 are respectively connected to the upper side of the base 1, and the movable seat 4 is slidably connected to the two movable columns 61 along the vertical direction;
[0033] One side of the base 1 is provided with two fixing grooves 11 and two limiting grooves 13, the two limiting grooves 13 are respectively located at the upper sides of the two fixing grooves 11 and are communicated with the two fixing grooves 11, the support assembly 10 includes two guide rails 12 and two slide rails 14, the two guide rails 12 are respectively slidably connected to the two fixing grooves 11, the two slide rails 14 are respectively slidably connected to the two limiting grooves 13, the top pipe 24 abuts against the upper sides of the two slide rails 14, the two slide rails 14 are respectively slidably connected to the upper sides of the two guide rails 12, the outer side of the guide rail 12 is connected with a fixing block 21, the inner side wall of the fixing groove 11 is provided with a connecting groove 26 along the length direction, and the fixing block 21 is slidably connected to the connecting groove 26;
[0034] In this embodiment, the displacement mechanism 7 and the pushing mechanism 5 are both hydraulic push rods, which provide the required power for the device through external oil pressure. The displacement mechanism 7 and the pushing mechanism 5 complete the pushing construction of the jacking pipe. First, the positions of the movable plate 9 and the support plate 8 are adjusted according to the diameter of the pipeline 24, and the movable plate 9 is adjusted to be displaced up and down between the support plates 8. The two ends of the support rod 17 are installed inside the mounting groove 16. The jacking pipe 24 is placed on the slide rail 14. The slide rail 14 is moved on the guide rail 12 through the pushing force of the jacking pipe 24 to both sides. After the movement, the support width of the slide rail 14 becomes larger. Under the push of the support plate 8 and the movable plate 9, the jacking pipe 24 is finally pushed forward and pushed into the soil layer. The displacement mechanism 7 and the pushing mechanism 5 are retracted and reset.
[0035] Embodiment 2:
[0036] The basic content is the same as that of Example 1, except that:
[0037] See also Figures 5 to 7A protrusion 25 is connected to the inner side wall of the limit groove 13, and a groove 22 matching the protrusion 25 is provided on one side of the slide rail 14. The slide rail 14 is slidably connected to the upper side of the guide rail 12 along the width of the guide rail 12. A slide groove 19 is provided on the upper end surface of the guide rail 12, and a slide rod 20 is slidably connected in the slide groove 19 along the length direction. A transverse groove 23 is provided on the lower end surface of the slide rail 14, and the upper end of the slide rod 20 is slidably connected to the transverse groove 23. Limiting blocks 27 are connected to the left and right sides of the upper end of the slide rod 20, and a longitudinal groove 28 is provided on the inner side wall of the transverse groove 23. The limiting block 27 is slidably connected to the longitudinal groove 28.
[0038] In this embodiment, when the device is not in use, the guide rail 12 and the slide rail 14 are retracted inside the fixed groove 11 and the limit groove 13, and the slide rail 14 slides horizontally, so that the groove 22 on the slide rail 14 enters the protrusion 25 inside the limit groove 13. The protrusion 25 limits the slide rail 14 front and back to avoid the impact caused by the sliding exposure of the support assembly 10 when the base 1 is hoisted in the later stage. During the jacking process, when the cylindrical jacking pipe 24 contacts the slide rail 14, due to the action of gravity, the two slide rails 14 will be driven to move outward, so that the limit block 27 enters the longitudinal groove 28, and the jacking pipe 24 can move back and forth on the guide rail 12 through the slide rail 14. When the slide rod 20 moves to one end of the slide groove 19, the slide rail 14 stops moving, and the jacking pipe 24 moves forward again, so that the jacking pipe 24 is pushed into the soil.
[0039] Embodiment 3:
[0040] The basic content is the same as that of Example 1, except that:
[0041] See also Figure 4 A slot 15 is provided on the inner side of the two support plates 8, and a plurality of mounting slots 16 are provided on the inner side wall of the slot 15 in the vertical direction. A card slot 18 is provided at the bottom of the movable plate 9, and a support rod 17 is connected to the card slot 18. The two ends of the support rod 17 are respectively inserted into the corresponding mounting slots 16 on the left and right sides.
[0042] In this embodiment, the two ends of the support rod 17 are inserted into two installation grooves 16 on the same horizontal plane. After the position of the movable plate 9 is adjusted according to the diameter of the pipe 24, the two ends of the support rod 17 are inserted into the corresponding installation grooves 16, and then the movable plate 9 is abutted against the upper part of the support rod 17 through the card groove 18, so that the movable plate 9 and the support plate 8 form a three-point support.
[0043] Embodiment 4:
[0044] A jacking construction method, the construction method is applied to a jacking construction device in Example 1, and the construction method comprises the following steps:
[0045] Step 1: excavate a starting well and a receiving well at both ends of the buried path of the top pipe 24, then install the base 1 in the starting well, and pull the guide rail 12 to match the length of the top pipe 24 according to the designed length of the top pipe 24, and then adjust the position of the movable seat 4 in advance according to the designed diameter of the top pipe 24, so that the movable plate 9 and the two support plates 8 form a vertical height misalignment;
[0046] Step 2: hoist the jacking pipe 24 into the starting well through the hoisting assembly, and then place the jacking pipe 24 on the slide rail 14, while the movable plate 9 and the two support plates 8 are in contact with different positions of the end surface of the jacking pipe 24 respectively to form a three-point support, and the displacement mechanism 7 and the pushing mechanism 5 work simultaneously to push the jacking pipe 24 into the soil layer;
[0047] Step 3: The displacement mechanism 7 and the pushing mechanism 5 are retracted and reset, and then step 2 is repeated to carry out the hoisting and jacking construction of the jacking pipe 24 until it penetrates the receiving well to complete the burying construction of the jacking pipe 24 between the starting well and the receiving well.
[0048] In this embodiment, the construction device provides the required kinetic energy for the equipment inside the construction device through an external power. After the construction is completed, the guide rail 12 and the slide rail 14 are retracted inside the fixed groove 11 and the limit groove 13. At the same time, the slide rail 14 slides horizontally, and the groove 22 on the slide rail 14 enters the protrusion 25 inside the limit groove 13.
Claims
1. A jacking construction device, characterized in that: The invention comprises a base (1), two support seats (2), a movable seat (4), a pushing mechanism (5), a lifting mechanism (6), and a displacement mechanism (7); the two support seats (2) are respectively connected to the upper side of the base (1); the lifting mechanism (6) is connected to the upper side of the base (1) and is located between the two support seats (2); the movable seat (4) is movably mounted on the lifting mechanism (6); the displacement mechanism (7) is mounted on one side of the movable seat (4); one end of the displacement mechanism (7) is connected to a movable plate (9); one side of the two support seats (2) is mounted with the pushing mechanism (5); one end of the pushing mechanism (5) is connected to a support plate (8); one side of the base (1) is movably mounted with a support assembly (10) for supporting a top pipe (24); the displacement mechanism (7) and the pushing mechanism (5) are used to drive the movable plate (9) and the support plate (8) to move.
2. A jacking construction device according to claim 1, characterized in that: Two fixing grooves (11) and two limiting grooves (13) are provided on one side of the base (1); the two limiting grooves (13) are respectively located on the upper sides of the two fixing grooves (11) and are connected to the two fixing grooves (11); the supporting assembly (10) comprises two guide rails (12) and two slide rails (14); the two guide rails (12) are respectively slidably connected to the two fixing grooves (11); the two slide rails (14) are respectively slidably connected to the two limiting grooves (13); the upper sides of the two slide rails (14) are used to abut against the outer side wall of the top pipe (24); the two slide rails (14) are respectively slidably connected to the upper sides of the two guide rails (12).
3. A jacking construction device according to claim 2, characterized in that: A protrusion (25) is connected to the inner side wall of the limiting groove (13), a groove (22) matching the protrusion (25) is provided on one side of the slide rail (14), and the slide rail (14) is slidably connected to the upper side of the guide rail (12) along the width of the guide rail (12).
4. A jacking construction device according to claim 3, characterized in that: The upper end surface of the guide rail (12) is provided with a slide groove (19), and a slide rod (20) is slidably connected in the slide groove (19) along the length direction. The lower end surface of the slide rail (14) is provided with a transverse groove (23), and the upper end of the slide rod (20) is slidably connected to the transverse groove (23).
5. A jacking construction device according to claim 4, characterized in that: The left and right sides of the upper end of the slide rod (20) are connected to limit blocks (27), the inner side wall of the transverse groove (23) is provided with a longitudinal groove (28), and the limit blocks (27) are slidably connected to the longitudinal groove (28).
6. A jacking construction device according to claim 2, characterized in that: The outer side of the guide rail (12) is connected to a fixing block (21), the inner side wall of the fixing groove (11) is provided with a connecting groove (26) along the length direction, and the fixing block (21) is slidably connected to the connecting groove (26).
7. A jacking construction device according to claim 1, characterized in that: The inner sides of the two support plates (8) are provided with slots (15), and the inner side walls of the slots (15) are provided with a plurality of mounting slots (16) in the vertical direction. The bottom of the movable plate (9) is provided with a slot (18), and a support rod (17) is connected to the slot (18). The two ends of the support rod (17) are respectively inserted into the corresponding mounting slots (16) on the left and right sides.
8. The jacking construction device according to claim 1, characterized in that: The lifting mechanism (6) comprises two movable columns (61), the lower ends of the two movable columns (61) are respectively connected to the upper side of the base (1), and the movable seat (4) is slidably connected to the two movable columns (61) along the vertical direction.
9. A jacking construction device according to claim 1, characterized in that: An inclined rod (3) is connected between the support seat (2) and the base (1).
10. A jacking construction method, characterized in that: The construction method is applied to a jacking construction device according to claim 1, and the construction method comprises the following steps: Step 1: excavate a starting well and a receiving well at both ends of the buried path of the top pipe (24), then install the base (1) in the starting well, and pull the support assembly (10) according to the designed length of the top pipe (24) to match the length of the top pipe (24), and then adjust the position of the movable seat (4) in advance according to the designed diameter of the top pipe (24) so that the movable plate (9) and the two support plates (8) form a vertical height misalignment; Step 2: The jacking pipe (24) is hoisted into the starting well by the hoisting assembly, and then the jacking pipe (24) is placed on the support assembly (10), and at the same time, the movable plate (9) and the two support plates (8) are respectively in contact with different positions of the end surface of the jacking pipe (24) to form a three-point support, and the displacement mechanism (7) and the pushing mechanism (5) work simultaneously to push the jacking pipe (24) into the soil layer; Step 3: The displacement mechanism (7) and the pushing mechanism (5) are retracted and reset, and then step 2 is repeated to carry out the hoisting and jacking construction of the jacking pipe (24) until it penetrates the receiving well to complete the burying construction of the jacking pipe (24) between the starting well and the receiving well.
Citation Information
Patent Citations
Earth pressure balance circular pipe jacking construction method for underneath passing railway subgrade stratum
CN115217487A