Pipe jacking construction device and construction technology thereof

Abstract

The invention discloses a pipe jacking construction device and a construction technology thereof, and relates to the technical field of pipeline construction, the pipe jacking construction device comprises a starting well, a backrest is fixedly connected to the inner wall of the left side of the starting well, an oil cylinder is fixedly connected to the right side of the backrest, a supporting frame is fixedly connected between the oil cylinder and the inner bottom wall of the starting well, and a grading ring is fixedly connected to the output end of the oil cylinder; the device further comprises an adaptive bearing auxiliary mechanism and a pipe jacking deviation testing mechanism, through the arrangement of the adaptive bearing auxiliary mechanism, according to the difference of geological conditions, construction conditions and engineering requirements of different starting wells, gaps between different transversely-arranged arc-shaped bottom supporting plates can be effectively adjusted so as to adapt to and support construction pipelines of different specifications, and the working efficiency is improved. Therefore, the whole supporting system does not need to be replaced, the flexibility and efficiency of construction are greatly improved, the matched arc-shaped bottom supporting plate can be more tightly attached to the surface of the pipeline, more uniform supporting force is provided, shaking and deviation of the pipeline in the moving process are reduced, and therefore the supporting stability is enhanced.

Description

Technical Field

[0001] The invention relates to the technical field of pipeline construction, and in particular to a pipe jacking construction device and a construction process thereof. Background Art

[0002] Pipe jacking construction is a trenchless construction method that uses the jacking force generated by jacking equipment in the working pit to push the pipe into the soil according to the designed slope and pass through various obstacles to achieve pipe laying. This method has the advantages of no excavation or less excavation, strong adaptability, and no impact on traffic. It is widely used in urban drainage, power cable laying, and telecommunication pipeline installation.

[0003] In the process of placing and pushing the pipeline during pipe jacking construction, the traditional pipe jacking construction support system often adopts a support structure of fixed specifications, which is difficult to adapt to construction pipelines of different diameters and specifications. During pipe jacking construction, there are often differences in geological conditions, construction conditions and engineering requirements between different starting wells. As a result, in actual construction, it is often necessary to replace the entire support system according to the pipeline specifications, which not only increases the construction cost but also reduces the construction efficiency. In the face of complex and changeable geological conditions and construction environment, the traditional support system lacks sufficient flexibility and cannot adapt and adjust quickly, which limits the flexibility and efficiency of the construction process. At the same time, frequent replacement of the support system or adjustment of the pipeline position will also lead to extended construction time, increased costs, and reduced overall construction efficiency.

[0004] In view of this, the present invention proposes a pipe jacking construction device and a construction process thereof to make up for and improve the deficiencies of the prior art. Summary of the invention

[0005] In order to solve the above technical problems, the present invention provides a pipe jacking construction device and a construction process thereof to solve the corresponding technical problems raised in the above background technology.

[0006] To achieve the above purpose, the technical solution adopted by the present invention is: a pipe jacking construction device, including a starting well, a rear backrest is fixedly connected to the left inner wall of the starting well, an oil cylinder is fixedly connected to the right side of the rear backrest, a support frame is fixedly connected between the oil cylinder and the inner bottom wall of the starting well, a pressure equalizing ring is fixedly connected to the output end of the oil cylinder, and also includes: an adaptive support auxiliary mechanism and a pipe jacking deviation test mechanism, the adaptive support auxiliary mechanism and the pipe jacking deviation test mechanism are both arranged on the support frame, and the adaptive support auxiliary mechanism is arranged between the pressure equalizing ring and the pipe jacking deviation test mechanism;

[0007] The adapting and supporting auxiliary mechanism is used to adapt to the construction pipeline and provide auxiliary support to the construction pipeline;

[0008] The pipe jacking deviation testing mechanism is used to detect whether there is deviation in the pipe jacking path of the construction pipeline.

[0009] Preferably, the adaptor supporting auxiliary mechanism includes a first fixed frame fixedly connected to the support frame and a second fixed frame fixedly connected to the support frame symmetrically with the first fixed frame as the center, a first slide groove is opened on the top of the first fixed frame, a bidirectional reciprocating screw is rotatably connected between the groove walls on both sides of the first slide groove, a mounting plate is fixedly connected between the rear side of the first fixed frame and the bottom wall of the starting well, a driving motor is fixedly connected to the mounting plate, and the output end of the driving motor is fixedly connected to the bidirectional reciprocating screw.

[0010] Preferably, a second slide groove is provided on the top of the second fixed frame, and a limiting slide rod is fixedly connected between the groove walls on both sides of the second slide groove. Linkage blocks are symmetrically arranged on the outer surfaces of the bidirectional reciprocating screw rod and the limiting slide rod, and the bidirectional reciprocating screw rod is threadedly connected to the linkage block arranged on the outer surface, and the limiting slide rod is slidably connected to the linkage block arranged on the outer surface.

[0011] Preferably, a support column is fixedly connected to the top of the linkage block, and an arc-shaped bottom supporting plate is fixedly connected to the top of the support column, and a through rod is fixedly connected between the arc-shaped bottom supporting plates in the same horizontal direction.

[0012] Preferably, the top tube offset testing mechanism includes a third fixed frame fixedly connected to an end of the support frame away from the rear backrest, a third sliding groove is provided on the top of the third fixed frame, a first slide plate is symmetrically slidably connected in the third sliding groove, an L-shaped traction rod is fixedly connected to the opposite side of the first slide plate, and an end of the L-shaped traction rod away from the first slide plate is fixedly connected to the outer surface of the support column.

[0013] Preferably, an L-shaped support plate is fixedly connected to the top of the first slide plate, a fourth sliding groove is provided on the inner bottom wall of the L-shaped support plate, a second slide plate is slidably connected in the fourth sliding groove, an arc-shaped test plate is fixedly connected to the opposite side of the second slide plate, a follower rod is symmetrically penetrated and slidably connected to the upper end of the L-shaped support plate, one end of the follower rod facing the arc-shaped test plate is fixedly connected to the second slide plate, a reset spring is symmetrically fixedly connected between the second slide plate and the upper end of the L-shaped support plate, and the reset spring is sleeved on the outer surface of the follower rod.

[0014] Preferably, a pressure plate is fixedly connected between the end of the follower rod away from the second slide plate, a first contact is provided on the side of the pressure plate facing the L-shaped support plate, a second contact is provided on the upper end of the L-shaped support plate facing the pressure plate, and the first contact is in contact with the second contact, a warning indicator light is fixedly connected to the top of the L-shaped support plate, and the warning indicator light is initially in an off state.

[0015] The pipe jacking construction process includes the following steps:

[0016] Step 1: Construction preparation and equipment installation;

[0017] Step 2: Pipe jacking and pipeline laying;

[0018] Step 3: Post-processing and quality acceptance.

[0019] The step one includes: conducting geological survey and design of the construction area, preparing equipment required for pipe jacking construction, including oil cylinders, pipe jacking machines, relay rooms, main jacking equipment, etc., and installing and debugging to ensure that the equipment is in good condition.

[0020] The second step includes: using thrust devices such as oil cylinders, pipe jacking machines and relay rooms to push the tool pipe or tunnel boring machine from the starting well through the soil layer to the arrival well, and at the same time, the following pipeline is buried between the two pits to ensure that the pipeline is pushed forward along the designed axis.

[0021] The step three includes: after the pipe jacking construction is completed, the pipeline is connected, fixed and inspected, including the inspection of the position, slope and connection status, leakage test and pressure test to ensure that the construction quality meets the requirements, and the construction area is cleaned up to restore the original appearance of the ground.

[0022] Compared with the prior art, the present invention has the following beneficial effects:

[0023] (1) By adapting the setting of the supporting auxiliary mechanism and using the bidirectional reciprocating screw to drive the movement of the linkage block, the gap between the arc bottom supporting plates with different transverse settings can be effectively adjusted according to the differences in geological conditions, construction conditions and engineering requirements between different starting wells to adapt and support construction pipelines of different specifications, thereby eliminating the need to replace the entire support system, greatly improving the flexibility and efficiency of construction. The adapted arc bottom supporting plate can fit the pipeline surface more closely, provide more uniform support force, reduce the shaking and deviation of the pipeline during movement, and thus enhance the stability of the support;

[0024] At the same time, by adjusting the gap between the arc-shaped bottom support plates to adapt to pipes of different specifications, it is avoided that the entire supporting equipment needs to be replaced due to changes in pipe specifications, which reduces construction costs and also reduces the risk of construction delays and rework caused by mismatched pipe specifications;

[0025] In addition, the adapted support system can reduce friction and extrusion on the pipeline, lower the risk of pipeline damage, and help protect construction equipment such as pipe jacking machines from impact and damage caused by unstable pipeline movement, thereby reducing uncertainty and potential risks during pipeline movement, thereby enhancing construction safety.

[0026] (2) By setting up the pipe jacking deviation test mechanism, the arc-shaped test plate is squeezed when the pipeline deviates, so that the pressure plate can be moved outward, the first contact and the second contact are separated, and the early warning indicator light is turned on synchronously, providing an intuitive warning signal for the staff. The staff can judge whether there is a deviation in the pushing path of the pipeline during the pipe jacking construction according to the state of the early warning indicator light, so as to find the abnormality of the pipeline in the first time and deal with it, avoiding problems such as pipeline damage and construction delay caused by long-term deviation;

[0027] Among them, through real-time monitoring and early warning mechanism, the design improves the safety of the pipe jacking construction process and reduces construction accidents caused by pipeline deviation. At the same time, rapid response and fault handling also improve construction efficiency and ensure the smooth progress of the pipe jacking construction process. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 It is a schematic diagram of the overall structure of a preferred embodiment of the present invention;

[0029] Figure 2 It is a structural schematic diagram of the connection of the first fixing frame shown in the present invention;

[0030] Figure 3 The present invention shows Figure 2 The enlarged structural diagram at A in the middle;

[0031] Figure 4 It is a schematic diagram of the structure of the arc-shaped bottom support plate connection shown in the present invention;

[0032] Figure 5 It is a schematic diagram of the structure of the connection of the third fixing frame shown in the present invention;

[0033] Figure 6 This is a schematic diagram of the structure of the L-shaped support plate connection shown in the present invention;

[0034] Figure 7 It is a schematic diagram of the structure of the connection of the arc-shaped test plate shown in the present invention.

[0035] The numbers in the figure are:

[0036] 1. Starting well; 2. Backrest; 3. Oil cylinder; 4. Pressure equalizing ring; 5. Support frame;

[0037] 6. Adaptation support auxiliary mechanism; 601. First fixed frame; 602. Mounting plate; 603. Driving motor; 604. First slideway; 605. Bidirectional reciprocating screw rod; 606. Second fixed frame; 607. Second slideway; 608. Limiting slide bar; 609. Linkage block; 610. Support column; 611. Arc bottom support plate; 612. Through rod;

[0038] 7. Pipe jacking offset test mechanism; 701. L-shaped traction rod; 702. third fixing frame; 703. third slide slot; 704. first slide plate; 705. L-shaped support plate; 706. fourth slide slot; 707. second slide plate; 708. arc-shaped test plate; 709. follower rod; 710. return spring; 711. pressure plate; 712. first contact point; 713. second contact point; 714. warning indicator light. DETAILED DESCRIPTION

[0039] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0040] Embodiment 1 of the present invention:

[0041] Please refer to Figures 1 to 7 As shown, a pipe jacking construction device comprises a starting well 1, a rear backrest 2 is fixedly connected to the left inner wall of the starting well 1, a cylinder 3 is fixedly connected to the right side of the rear backrest 2, a support frame 5 is fixedly connected between the cylinder 3 and the inner bottom wall of the starting well 1, a pressure equalizing ring 4 is fixedly connected to the output end of the cylinder 3, and further comprises: an adaptive support auxiliary mechanism 6 and a pipe jacking deviation test mechanism 7, the adaptive support auxiliary mechanism 6 and the pipe jacking deviation test mechanism 7 are both arranged on the support frame 5, and the adaptive support auxiliary mechanism 6 is arranged between the pressure equalizing ring 4 and the pipe jacking deviation test mechanism 7;

[0042] The adapting and supporting auxiliary mechanism 6 is used to adapt the construction pipeline and provide auxiliary support to the construction pipeline;

[0043] The pipe jacking deviation testing mechanism 7 is used to detect whether there is deviation in the pipe jacking path of the construction pipeline;

[0044] The adapting supporting auxiliary mechanism 6 includes a first fixing frame 601 fixedly connected to the supporting frame 5 and a second fixing frame 606 fixedly connected to the supporting frame 5 symmetrically with the first fixing frame 601 as the center. A first slide groove 604 is provided on the top of the first fixing frame 601. A bidirectional reciprocating screw rod 605 is rotatably connected between the groove walls on both sides of the first slide groove 604. A mounting plate 602 is fixedly connected between the rear side of the first fixing frame 601 and the inner bottom wall of the departure shaft 1. A driving motor 603 is fixedly connected to the mounting plate 602, and the output end of the driving motor 603 is fixedly connected to the bidirectional reciprocating screw rod 605.

[0045] A second slide groove 607 is provided on the top of the second fixed frame 606, and a limit slide rod 608 is fixedly connected between the groove walls on both sides of the second slide groove 607, and linkage blocks 609 are symmetrically arranged on the outer surfaces of the bidirectional reciprocating screw rod 605 and the limit slide rod 608, and the bidirectional reciprocating screw rod 605 is threadedly connected to the linkage block 609 arranged on its outer surface, and the limit slide rod 608 is slidably connected to the linkage block 609 arranged on its outer surface;

[0046] A support column 610 is fixedly connected to the top of the linkage block 609 , and an arc-shaped bottom supporting plate 611 is fixedly connected to the top of the support column 610 . A through rod 612 is fixedly connected between the same transverse arc-shaped bottom supporting plates 611 .

[0047] The effects achieved by this embodiment are as follows: compared with the prior art, by adapting the setting of the supporting auxiliary mechanism 6 and utilizing the bidirectional reciprocating screw 605 to drive the linkage block 609 to move, the gap between the arc bottom supporting plates 611 with different transverse settings can be effectively adjusted according to the differences in geological conditions, construction conditions and engineering requirements between different starting wells 1, so as to adapt and support construction pipelines of different specifications, thereby eliminating the need to replace the entire support system, greatly improving the flexibility and efficiency of construction, and the adapted arc bottom supporting plate 611 can fit the pipeline surface more closely, provide a more uniform supporting force, reduce the shaking and deviation of the pipeline during movement, and thus enhance the stability of the support;

[0048] At the same time, by adjusting the gap between the arc-shaped bottom support plates 611 to adapt to pipes of different specifications, it is avoided that the entire supporting equipment needs to be replaced due to changes in pipe specifications, thereby reducing construction costs and also reducing the risk of construction delays and rework caused by mismatched pipe specifications;

[0049] In addition, the adapted support system can reduce friction and extrusion on the pipeline, lower the risk of pipeline damage, and help protect construction equipment such as pipe jacking machines from impact and damage caused by unstable pipeline movement, thereby reducing uncertainty and potential risks during pipeline movement, thereby enhancing construction safety.

[0050] Further examples:

[0051] Please refer to Figures 1 to 7 As shown, the top tube offset testing mechanism 7 includes a third fixing frame 702 fixedly connected to the end of the support frame 5 away from the rear backrest 2, a third slide groove 703 is provided on the top of the third fixing frame 702, a first slide plate 704 is symmetrically slidably connected in the third slide groove 703, an L-shaped traction rod 701 is fixedly connected to the opposite side of the first slide plate 704, and an end of the L-shaped traction rod 701 away from the first slide plate 704 is fixedly connected to the outer surface of the support column 610;

[0052] An L-shaped support plate 705 is fixedly connected to the top of the first slide plate 704, a fourth slide groove 706 is provided on the inner bottom wall of the L-shaped support plate 705, a second slide plate 707 is slidably connected in the fourth slide groove 706, an arc-shaped test plate 708 is fixedly connected to the opposite side of the second slide plate 707, a follower rod 709 is symmetrically penetrated and slidably connected to the upper end of the L-shaped support plate 705, one end of the follower rod 709 facing the arc-shaped test plate 708 is fixedly connected to the second slide plate 707, a return spring 710 is symmetrically fixedly connected between the second slide plate 707 and the upper end of the L-shaped support plate 705, and the return spring 710 is sleeved on the outer surface of the follower rod 709;

[0053] A pressure plate 711 is fixedly connected between the end of the follower rod 709 away from the second slide plate 707, and a first contact 712 is provided on the side of the pressure plate 711 facing the L-shaped support plate 705. A second contact 713 is provided on the upper end of the L-shaped support plate 705 facing the pressure plate 711, and the first contact 712 is in contact with the second contact 713. A warning indicator light 714 is fixedly connected to the top of the L-shaped support plate 705, and the warning indicator light 714 is initially in an off state.

[0054] The effects achieved by this embodiment are as follows: compared with the prior art, by setting the jacking pipe deviation test mechanism 7, by squeezing the arc-shaped test plate 708 when the pipeline deviates, the pressing plate 711 can be moved outward, the first contact 712 and the second contact 713 are separated, and the early warning indicator 714 is turned on synchronously, providing an intuitive warning signal for the staff, and the staff can judge whether there is a deviation in the pushing path of the pipeline during the jacking pipe construction according to the state of the early warning indicator 714, so as to facilitate the discovery of pipeline abnormalities and respond to them in the first place, and avoid problems such as pipeline damage and construction delays caused by long-term deviation;

[0055] Among them, through real-time monitoring and early warning mechanism, the design improves the safety of the pipe jacking construction process and reduces construction accidents caused by pipeline deviation. At the same time, rapid response and fault handling also improve construction efficiency and ensure the smooth progress of the pipe jacking construction process.

[0056] Embodiment 2 of the present invention:

[0057] The pipe jacking construction process includes the following steps:

[0058] Step 1: Construction preparation and equipment installation;

[0059] Step 2: Pipe jacking and pipeline laying;

[0060] Step 3: Post-processing and quality acceptance.

[0061] Step 1 includes: conducting geological survey and design of the construction area, preparing the equipment required for pipe jacking construction, including cylinder 3, pipe jacking machine, relay room, main jacking equipment, etc., and installing and debugging to ensure that the equipment is in good condition.

[0062] Step 2 includes: using the thrust devices such as the oil cylinder 3, the pipe jacking machine and the relay room to push the tool pipe or the tunnel boring machine from the starting well 1 through the soil layer to the arrival well, and at the same time, the pipeline following it is buried between the two pits to ensure that the pipeline is pushed forward along the designed axis.

[0063] Step three includes: After the pipe jacking construction is completed, the pipeline is connected, fixed and inspected, including the inspection of the position, slope and connection status, leakage test and pressure test to ensure that the construction quality meets the requirements, and the construction area is cleaned up to restore the original appearance of the ground.

[0064] The complete usage steps and working principle of the above embodiment are as follows:

[0065] The following is the working process of the adaptation support auxiliary mechanism 6 for adapting the construction pipeline and providing auxiliary support for the construction pipeline:

[0066] During the pipe jacking construction process, Figure 1 As shown, the pipeline is placed on the arc-shaped bottom supporting plate 611, and after the oil cylinder 3 is started and operated, the pressure equalizing ring 4 is pushed away from the oil cylinder 3 (i.e., toward the arc-shaped bottom supporting plate 611). At this time, the right side of the pressure equalizing ring 4 will contact the left surface of the pipeline. The pushing action of the oil cylinder 3 is used to make the pipeline move synchronously to the right (i.e., away from the pressure equalizing ring 4) on the arc-shaped bottom supporting plate 611. The pipe jacking machine is set on the right side of the departure well 1 (which is the prior art), and the pipeline will eventually be pushed to connect with the pipe jacking machine. In this way, the pipe jacking construction process is carried out, and the above contents are all common knowledge and will not be elaborated on in detail here.

[0067] Since there are differences in geological conditions, construction conditions and engineering requirements between different starting wells 1 during the pipe jacking construction process, the pipe specifications and sizes used will also be different. At this time, the staff can adapt and adjust the gap between the arc bottom support plates 611 on both sides according to the size of the construction pipe, such as Figure 2 , Figure 3 as well as Figure 4As shown, during operation, by starting the driving motor 603, the bidirectional reciprocating screw 605 fixedly connected to its output end can be driven to rotate synchronously in the first slide groove 604 opened on the top of the first fixed frame 601. Since the outer surface of the bidirectional reciprocating screw 605 is symmetrically threaded with the linkage block 609, when the bidirectional reciprocating screw 605 is driven to rotate, the two linkage blocks 609 on it can be synchronously driven to move closer or farther away by means of threaded connection, and a support column 610 is fixedly provided on the top of the linkage block 609, and an arc bottom support plate 611 is fixedly provided on the top of the support column 610, so when the linkage block 609 is rotated, the two linkage blocks 609 on it can be driven to move closer or farther away from each other. 09 When moving, under the connection of the support column 610, the arc bottom support plate 611 synchronously follows and moves closer or farther, so as to adapt to the specifications of the pipeline used in the construction, thereby realizing the adaptive auxiliary support for the construction pipeline, which can not only improve the support effect on the construction pipeline, but also be applicable to construction pipelines of different specifications without replacing the entire support system, greatly improving the flexibility and efficiency of construction, and the adapted arc bottom support plate 611 can fit the pipeline surface more closely, provide more uniform support force, reduce the shaking and deviation of the pipeline during movement, and thus enhance the stability of the support;

[0068] Since the support frame 5 is also symmetrically fixed with the first fixing frame 601 as the center, and the second fixing frame 606 has a second slide groove 607 at the top, and a limit slide bar 608 is fixed in the second slide groove 607, and the second fixing frame 606 is also slidably provided with a linkage block 609 in the same manner as the first fixing frame 601, and the linkage block 609 arranged in the second fixing frame 606 penetrates and slides through the outer surface of the limit slide bar 608, as shown in FIG. Figure 2 and Figure 4As shown, in the foregoing text, when the two-way reciprocating screw 605 rotates to drive the linkage block 609 on it to move synchronously toward or away from each other, the arc bottom support plate 611 connected to the linkage block 609 moves synchronously, and each linkage block 609 is fixedly connected to an arc bottom support plate 611 through a support column 610, and the same transverse arc bottom support plates 611 are fixedly connected through a through rod 612. Therefore, when the linkage block 609 set on the outer surface of the two-way reciprocating screw 605 moves, the same transverse arc bottom support plate 611 can be driven to move synchronously under the connection action of the support column 610 and the through rod 612. At this time, the linkage block 609 set on the outer surface of the limit slide 608 will synchronously move on the outer surface of the limit slide 608 The limiting slide bar 608 is used to limit the overall axial movement of the linkage block 609, thereby enhancing the stability of the arc bottom support plate 611 when it moves. The arc bottom support plate 611 can be provided with a gap between two adjacent arc bottom support plates 611 in the same horizontal direction by the setting of the through rod 612. When the pipeline is placed, the upper surface of the arc bottom support plate 611 will fit the outer surface of the pipeline. The design of the gap can reduce the contact area between the arc bottom support plate 611 and the pipeline while the arc bottom support plate 611 provides support for the pipeline, thereby reducing the friction and resistance generated during the movement of the pipeline, thereby helping to reduce the force required to push the pipeline and improving the efficiency and smoothness of the jacking construction.

[0069] Please refer to the above working process Figures 1 to 7 .

[0070] The following is the working process of the pipe jacking deviation testing mechanism 7 for detecting whether there is deviation in the pipe jacking path of the construction pipeline:

[0071] When the oil cylinder 3 drives the pressure equalizing ring 4 to move and push the pipe to connect with the pipe jacking machine, Figure 1 , Figure 5 , Figure 6 as well as Figure 7As shown, since the end of the support frame 5 away from the oil cylinder 3 is fixedly provided with a third fixing frame 702, and the third sliding groove 703 is provided on the top of the third fixing frame 702, and the first slide plate 704 is symmetrically slidably provided in the third sliding groove 703, when the linkage block 609 moves to synchronously drive the support column 610 to move, an L-shaped traction rod 701 is fixedly provided between the support column 610 arranged near the third fixing frame 702 and the first slide plate 704, so that as the support column 610 moves, the first slide plate 704 can be driven to move synchronously in the third sliding groove 703. The first slide plate 704 slides in accordance with the present invention. As the first slide plate 704 is fixedly provided with an L-shaped support plate 705 on the top, a follower rod 709 is symmetrically penetrated and slidably provided on the upper end of the L-shaped support plate 705, and a fourth slide groove 706 is provided on the inner wall of the lower end of the L-shaped support plate 705. A second slide plate 707 is slidably provided in the fourth slide groove 706, and one side of the second slide plate 707 is fixedly connected to the follower rod 709, and the other side of the second slide plate 707 is fixedly connected to the arc-shaped test plate 708. When the L-shaped traction rod 701 moves synchronously to drive the first slide plate 704 to slide in the third slide groove 703, as shown in FIG. Figure 5 As shown, through the connection of the first slide plate 704, the L-shaped support plate 705 can be driven to move synchronously, thereby increasing or decreasing the distance between the two arc-shaped test plates 708, so as to adapt to the current pipe specifications used, so that the pipe can move normally through this gap, as shown in FIG. Figure 6 and Figure 7As shown, since a return spring 710 is symmetrically fixedly arranged between the second slide plate 707 and the L-shaped support plate 705, and the return spring 710 is sleeved on the outer surface of the follower rod 709, if there is a deviation path during the process of the pipeline being pushed, the pipeline will cause the arc test plate 708 to be squeezed. The pressure on the arc test plate 708 will cause the follower rod 709 to penetrate the upper end of the L-shaped support plate 705 and move. At this time, the return spring 710 will also be compressed, and the return spring 710 arranged on the other side of the follower rod 709 will be compressed. The pressure plate 711 fixedly connected between the two ends will also be pushed out synchronously and move in the direction away from the L-shaped support plate 705. Since the first contact 712 is set on the pressure plate 711 and the second contact 713 is set on the L-shaped support plate 705, and the first contact 712 and the second contact 713 are in contact with each other at the beginning (that is, when the pipeline path is not offset), the warning indicator light 714 remains in the off state. When the pressure plate 711 moves, the first contact 712 and the second contact 713 lose contact. At this time, the warning indicator light 714 on this side will change from the off state to the on state, providing an intuitive warning signal for the staff. The staff can judge whether there is any deviation in the pushing path of the pipeline during the jacking construction process according to the state of the warning indicator light 714, so as to find the abnormality of the pipeline in the first time and deal with it, so as to avoid long-term deviation affecting the overall jacking construction process. In the above process, by real-time monitoring of the deviation of the pipeline pushing path, it is helpful for the staff to better control the construction quality. Once the deviation is found, the construction parameters can be adjusted immediately or other corrective measures can be taken to ensure that the pipeline is pushed according to the predetermined path and posture, thereby improving the accuracy and precision of the construction, so that the staff can focus more on the construction process itself without having to frequently check whether the pipeline is offset. When the warning indicator light 714 is on, the staff can quickly locate the problem and take corresponding countermeasures, thereby optimizing the construction process and reducing unnecessary inspection and adjustment time.

[0072] Please refer to the above working process Figures 1 to 7 .

[0073] The circuits and controls involved in the present invention are all prior art and will not be described in detail here.

[0074] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A pipe jacking construction device, comprising a starting well (1), wherein a rear backrest (2) is fixedly connected to the left inner wall of the starting well (1), an oil cylinder (3) is fixedly connected to the right side of the rear backrest (2), a support frame (5) is fixedly connected between the oil cylinder (3) and the inner bottom wall of the starting well (1), and a pressure equalizing ring (4) is fixedly connected to the output end of the oil cylinder (3), characterized in that: The invention also comprises: an adaptable supporting auxiliary mechanism (6) and a jacking pipe deviation testing mechanism (7), wherein the adaptable supporting auxiliary mechanism (6) and the jacking pipe deviation testing mechanism (7) are both arranged on the support frame (5), and the adaptable supporting auxiliary mechanism (6) is arranged between the pressure equalizing ring (4) and the jacking pipe deviation testing mechanism (7); The adapting and supporting auxiliary mechanism (6) is used to adapt to the construction pipeline and provide auxiliary support for the construction pipeline; The pipe jacking deviation testing mechanism (7) is used to detect whether there is deviation in the pipe jacking path of the construction pipeline.

2. A pipe jacking construction device according to claim 1, characterized in that: The adaptable supporting auxiliary mechanism (6) comprises a first fixed frame (601) fixedly connected to the support frame (5) and a second fixed frame (606) fixedly connected to the support frame (5) symmetrically with the first fixed frame (601) as the center, a first slide groove (604) is provided on the top of the first fixed frame (601), a bidirectional reciprocating screw rod (605) is rotatably connected between the groove walls on both sides of the first slide groove (604), a mounting plate (602) is fixedly connected between the rear side of the first fixed frame (601) and the inner bottom wall of the departure shaft (1), a driving motor (603) is fixedly connected to the mounting plate (602), and the output end of the driving motor (603) is fixedly connected to the bidirectional reciprocating screw rod (605).

3. A pipe jacking construction device according to claim 2, characterized in that: A second slide groove (607) is provided on the top of the second fixed frame (606), and a limiting slide rod (608) is fixedly connected between the groove walls on both sides of the second slide groove (607). Linkage blocks (609) are symmetrically arranged on the outer surfaces of the bidirectional reciprocating screw rod (605) and the limiting slide rod (608), and the bidirectional reciprocating screw rod (605) is threadedly connected to the linkage block (609) arranged on its outer surface, and the limiting slide rod (608) is slidably connected to the linkage block (609) arranged on its outer surface.

4. A pipe jacking construction device according to claim 3, characterized in that: The top of the linkage block (609) is fixedly connected to a support column (610), and the top of the support column (610) is fixedly connected to an arc-shaped bottom support plate (611), and a through rod (612) is fixedly connected between the arc-shaped bottom support plates (611) in the same horizontal direction.

5. A pipe jacking construction device according to claim 4, characterized in that: The top pipe deviation testing mechanism (7) comprises a third fixing frame (702) fixedly connected to an end of the support frame (5) away from the rear backrest (2); a third sliding groove (703) is provided on the top of the third fixing frame (702); a first slide plate (704) is symmetrically slidably connected in the third sliding groove (703); an L-shaped traction rod (701) is fixedly connected to the opposite side of the first slide plate (704); and an end of the L-shaped traction rod (701) away from the first slide plate (704) is fixedly connected to the outer surface of the support column (610).

6. A pipe jacking construction device according to claim 5, characterized in that: An L-shaped support plate (705) is fixedly connected to the top of the first slide plate (704), and a fourth sliding groove (706) is provided on the inner bottom wall of the L-shaped support plate (705). A second slide plate (707) is slidably connected in the fourth sliding groove (706), and an arc-shaped test plate (708) is fixedly connected to the opposite side of the second slide plate (707). A follower rod (709) is symmetrically penetrated and slidably connected to the upper end of the L-shaped support plate (705), and one end of the follower rod (709) facing the arc-shaped test plate (708) is fixedly connected to the second slide plate (707), and a reset spring (710) is symmetrically fixedly connected between the second slide plate (707) and the upper end of the L-shaped support plate (705), and the reset spring (710) is sleeved on the outer surface of the follower rod (709).

7. A pipe jacking construction device according to claim 6, characterized in that: A pressure plate (711) is fixedly connected between one end of the follower rod (709) away from the second slide plate (707); a first contact (712) is provided on the side of the pressure plate (711) facing the L-shaped support plate (705); a second contact (713) is provided on the upper end of the L-shaped support plate (705) facing the pressure plate (711), and the first contact (712) is in contact with the second contact (713); a warning indicator light (714) is fixedly connected to the top of the L-shaped support plate (705), and the warning indicator light (714) is initially in an off state.

8. A pipe jacking construction process, applied to the pipe jacking construction device according to any one of claims 1 to 7, characterized in that the steps include: Step 1: Construction preparation and equipment installation; Step 2: Pipe jacking and pipeline laying; Step 3: Post-processing and quality acceptance.

9. The pipe jacking construction process according to claim 8, characterized in that: The step 1 comprises: conducting geological survey and design of the construction area, preparing equipment required for pipe jacking construction, including oil cylinder (3), pipe jacking machine, relay room, main jacking equipment, and installing and debugging to ensure that the equipment is in good condition; The second step comprises: using the oil cylinder (3), the pipe jacking machine and the intermediate thrust device to push the tool pipe or the tunnel boring machine from the departure well (1) through the soil layer to the arrival well, and at the same time, the pipeline following it is buried between the two pits to ensure that the pipeline is pushed forward along the designed axis.

10. The pipe jacking construction process according to claim 9, characterized in that: The step three includes: after the pipe jacking construction is completed, the pipeline is connected, fixed and inspected, including the inspection of the position, slope and connection status, leakage test and pressure test to ensure that the construction quality meets the requirements, and the construction area is cleaned up to restore the original appearance of the ground.

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