Concrete pipe jacking construction device and method of use thereof

The adjustment mechanism of the concrete drainage pipe jacking construction device solved the misalignment problem caused by the reliance on hoisting operations for pipe connection, achieving fast and stable pipe connection and shortening the construction period.

CN117212548BActive Publication Date: 2026-02-27CHINA CONSTR FOURTH ENG DIV CORP LTD
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Patent Information

Application Number
CN202311338494.X
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-10-17
Publication Date
2026-02-27
Estimated Expiration
2043-10-17

AI Technical Summary

Technical Problem

During the jacking construction of concrete drainage pipes, the connection between two pipe sections relies on hoisting operations, which causes the sliding rail equipment to deform under long-term load, increasing the probability of pipe misalignment and prolonging the construction period.

Method used

A concrete drainage pipe jacking construction device is adopted, including a fixing plate, a steel plate box, a receiving box and an adjustment mechanism. Through the swing component, lifting component and buffer component, the movement and adjustment of multiple load-bearing rollers are realized to assist the pipe connection and reduce the connection time.

Benefits of technology

It reduces the difficulty of pipe connection, shortens the construction period, reduces pipe misalignment, improves connection efficiency, and reduces equipment impact damage.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application provides a concrete drainage pipe jacking construction device and a use method thereof, and belongs to the technical field of jacking construction, and comprises a fixed plate, a steel plate box, two containing boxes, a plurality of bearing rollers, and two sets of swing assemblies. The steel plate box is fixedly connected to the top of the fixed plate. The containing boxes are arranged on the inner wall of the steel plate box and are rotationally connected to the inner wall of the steel plate box through a rotating shaft. The inner wall of the steel plate box is provided with a mounting groove extending to the bottom of the fixed plate. The plurality of bearing rollers are tightly attached to the circumferential surface of the concrete pipe. Under the deflection adjustment of the two sets of swing assemblies on the plurality of bearing rollers, the heavy moment of the concrete drainage pipe jacking construction device is uniformly dispersed, the deformation of the concrete drainage pipe jacking construction device in the heavy moment is reduced, the misplacement of the two pipe sections is avoided, the butt joint difficulty of the two pipe sections is reduced, the butt joint time between the pipe sections is reduced, and the construction period of the jacking construction is shortened.
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Description

TECHNICAL FIELD

[0001] The application belongs to the technical field of pipe jacking construction, and particularly relates to a concrete drainage pipe pipe jacking construction device and a use method thereof. BACKGROUND

[0002] Pipe jacking construction is a trenchless construction method, which is a pipe laying construction technology without or with less excavation. The pipe jacking construction is to overcome the friction between the pipe and the surrounding soil by means of the jacking force generated by the jacking equipment in the working pit, and to push the pipe into the soil according to the designed slope, and to transport the earth. After one section of pipe is pushed into the soil layer, the second section of pipe is lowered to continue jacking. The principle is to use the thrust force between the main jacking cylinder and the pipe and the relay to push the tool pipe or the tunneling machine from the working pit through the soil layer to the receiving pit. The pipe is buried between the two pits after the tool pipe or the tunneling machine.

[0003] The concrete drainage pipe refers to the pipe made of concrete or reinforced concrete, which is used for conveying fluids such as water, oil and gas. It can be divided into plain concrete pipe, ordinary reinforced concrete pipe, self-stress reinforced concrete pipe and prestressed concrete pipe.

[0004] In the pipe jacking construction process of the concrete drainage pipe, two sections of pipes are usually connected by hoisting equipment and sliding rail equipment in the starting pit, and then jacking equipment is used to press and push into the soil. The connection of the two sections of pipes relies too much on hoisting operation, and the sliding rail equipment is easily deformed due to the long-time bearing of the pipe, which causes the misalignment of the two sections of pipes, increases the difficulty of the connection of the two sections of pipes, and increases the connection time of the two sections of pipes in the actual pipe jacking construction process, thereby increasing the construction period of the pipe jacking. Therefore, we propose a concrete drainage pipe pipe jacking construction device and a use method thereof. SUMMARY

[0005] The purpose of the present application is to provide a concrete drainage pipe pipe jacking construction device and a use method thereof, which aims to provide a concrete drainage pipe pipe jacking construction device, reduces the dependence on hoisting operation in the connection process of two sections of pipes, uses a concrete drainage pipe pipe jacking construction device to replace the existing sliding rail equipment, changes the positional relationship between the two sections of pipes by the concrete drainage pipe pipe jacking construction device, avoids the misalignment of the two sections of pipes, reduces the connection difficulty of the two sections of pipes, reduces the connection time of the two sections of pipes, and shortens the construction period of the pipe jacking.

[0006] To achieve the above purpose, the present application provides the following technical scheme:

[0007] A concrete drainage pipe pipe jacking construction device, comprising a fixed plate;

[0008] A steel plate box is fixedly connected to the top of the fixed plate;

[0009] The accommodating box is provided with two, the two accommodating boxes are rotationally connected between the inner walls of the steel plate box through a rotating shaft, a plurality of bearing rollers are rotationally connected between the inner walls of the two accommodating boxes, a mounting groove is formed in the inner wall of the steel plate box, the mounting groove extends to the bottom of the fixed plate, and a rolling mechanism is arranged between the inner walls of the mounting groove.

[0010] The adjusting mechanism is arranged on the upper and lower sides of the fixed plate and connected with the two accommodating boxes to move the plurality of bearing rollers.

[0011] As a preferred scheme of the present application, the adjusting mechanism comprises a pushing assembly, a lifting assembly, two sets of swinging assemblies and two sets of buffer assemblies, the lifting assembly is arranged at the bottom of the fixed plate, the pushing assembly is arranged on the lower side of the fixed plate, the two sets of swinging assemblies are arranged between the fixed plate and the steel plate box and connected with the two accommodating boxes, and the two sets of buffer assemblies are arranged at the side ends of the two accommodating boxes and close to the inner walls of the steel plate box.

[0012] As a preferred scheme of the present application, the lifting assembly comprises a lifting frame, four guide grooves, two outer connecting rods, two inner connecting rods, a connecting shaft, a force bearing rotating rod, four guide columns, a bottom plate box, a first electric push rod and a hollow bottom plate, the lifting frame is fixedly connected to the bottom of the fixed plate, the bottom plate box is arranged in parallel on the lower side of the lifting frame, the four guide grooves are formed at the side ends of the lifting frame and the bottom plate box, the four guide columns are slidably arranged in the inner walls of the guide grooves, the two outer connecting rods are rotationally connected at one end to the inner walls of the bottom plate box and fixedly connected at the other end to the two guide columns on the upper side, the connecting shaft is fixedly connected between the two outer connecting rods, the two inner connecting rods are sleeved on the circumferential surface of the connecting shaft, one end of the two inner connecting rods is rotationally connected to the inner walls of the lifting frame, and the other end of the two inner connecting rods is fixedly connected to the two guide columns on the lower side, the force bearing rotating rod is rotationally connected between the two inner connecting rods, the first electric push rod is fixedly connected to the side end of the bottom plate box, the output end of the first electric push rod extends into the bottom plate box, and the output end of the first electric push rod is fixedly connected to the force bearing rotating rod.

[0013] As a preferred scheme of the present application, each group of the swing assembly comprises a motor slot, a sliding slot, a push rod sleeve rod, a push-pull rod, a swing motor, a first lead screw and a swing slot, the motor slot is opened at the top of the fixed plate, the sliding slot is opened at the top of the fixed plate, the sliding slot is communicated with the motor slot, the swing slot is provided with two, the two swing slots are opened at the side end of the steel plate box, the two swing slots are communicated with the steel plate box, the swing motor is fixedly connected in the motor slot, the first lead screw is rotatably connected between the inner walls of the sliding slot, one end of the first lead screw extends into the motor slot, and the extension end of the first lead screw is fixedly connected with the output end of the swing motor, the push rod sleeve rod is sleeved on the circumferential surface of the first lead screw, the push-pull rod is provided with two, the two push-pull rods are arranged in the two swing slots, one end of the two push-pull rods is rotatably connected with the push rod sleeve rod, and the other end of the two push-pull rods is rotatably connected with the containing box.

[0014] As a preferred scheme of the present application, the buffer assembly comprises a spring sleeve, a buffer sleeve, a first limiting block, a spring and a first limiting slot, the buffer sleeve is fixedly connected to the side end of the containing box, the spring sleeve slides in the buffer sleeve, the first limiting block is provided with two, the two first limiting blocks are opened at the two side ends of the buffer sleeve, the two first limiting blocks are communicated with the inner wall of the buffer sleeve, the first limiting slot is provided with two, the two first limiting slots slide in the two first limiting blocks, and the two first limiting slots are fixedly connected with the spring sleeve, the spring is provided with a plurality of, the plurality of springs are fixedly connected in the buffer sleeve and the spring sleeve, one end of the plurality of springs is fixedly connected with the inner wall of the spring sleeve, and the other end of the plurality of springs is fixedly connected with the inner wall of the buffer sleeve.

[0015] As a preferred scheme of the present application, the pushing assembly comprises a hollow bottom plate, a third limiting slot, a load bearing roller set, a third limiting block, a sliding block, a second lead screw and a third motor, the hollow bottom plate is arranged in parallel on the lower side of the bottom plate box, the load bearing roller set is provided with two, the two load bearing roller sets are fixedly connected to the bottom of the bottom plate box, and the two load bearing roller sets slide in the hollow bottom plate, the third limiting slot is provided with two, the two third limiting slots are opened on the inner wall of the hollow bottom plate, the third limiting block is provided with two, the two third limiting blocks slide in the two third limiting slots, and the two third limiting blocks are connected with the load bearing roller set, the third motor is fixedly connected to the side end of the hollow bottom plate, the second lead screw is rotatably connected between the inner walls of the hollow bottom plate, one end of the second lead screw extends to the side end of the hollow bottom plate, and the output end of the second lead screw is fixedly connected with the output end of the third motor, the sliding block is sleeved on the circumferential surface of the second lead screw, and the sliding block is fixedly connected with the bottom plate box.

[0016] As a preferred scheme of the present application, the rolling mechanism comprises a lifting box, a second limiting groove, a lifting frame, a pushing roller, a driven gear, a rotating gear, a gear cover, a second limiting block, a second motor and a second electric push rod, the lifting box is fixedly connected between the inner walls of the mounting groove, the lifting frame slides between the inner walls of the lifting box, the second limiting groove is provided with two, the two second limiting grooves are opened at the side ends of the lifting box, the second limiting block is provided with two, the two second limiting blocks slide in the two second limiting grooves, and the two second limiting blocks are fixedly connected with the lifting frame, the pushing roller is rotatably connected in the lifting frame, the driven gear is rotatably connected at the side end of the lifting frame, and the driven gear is fixedly connected with the pushing roller, the rotating gear is rotatably connected at the side end of the lifting frame, the rotating gear is engaged with the driven gear, the second motor is fixedly connected between the inner walls of the lifting frame, and the output end of the second motor extends to the side end of the lifting frame, the output end of the second motor is fixedly connected with the rotating gear, the gear cover is sleeved on the circumferential surfaces of the driven gear and the rotating gear, and the gear cover is connected with the lifting frame, and the second electric push rod is fixedly connected to the bottom of the lifting box, the output end of the second electric push rod extends into the lifting frame, and the output end of the second electric push rod is fixedly connected with the lifting frame.

[0017] As a preferred scheme of the present application, the top of the fixing plate is fixedly connected with a support, and the inner walls of the support are fixedly connected with a camera.

[0018] As a preferred scheme of the present application, the bottom of the fixing plate is fixedly connected with a running terminal, and the running terminal is located between the inner walls of the lifting frame.

[0019] A use method of a concrete drainage pipe jacking construction device, comprising the following steps:

[0020] S1 pipe diameter adaptation:

[0021] During the jacking operation, a single concrete pipe is hoisted between the plurality of load rollers, the running terminal is powered on to start the two swing motors, the output ends of the two swing motors drive the two first lead screws to rotate, the two first lead screws push the two push rod sleeve rods to move through the sliding fit with the two push rod sleeve rods, the two push rod sleeve rods push the four push-pull rods to move, the four push-pull rods push the two containing boxes to perform a far-apart expansion movement, so that the plurality of load rollers can swing to closely adhere to the circumferential surface of the concrete pipe, and adaptation to different pipe fittings is realized.

[0022] S2, relieve impact:

[0023] When the two accommodating boxes are expanded away from each other, the two spring sleeves are extruded by the expansion force of the two accommodating boxes and the pressure of the concrete pipe, and change from the state of being pushed out of the two buffer sleeves by the plurality of springs to the state of being retracted into the two buffer sleeves, reversely extruding the plurality of springs. By the deformation of the plurality of springs, the extrusion force applied by the concrete pipe is dispersed in a short time, and then the impact on the concrete pipe is relieved instantaneously.

[0024] S3, height alignment:

[0025] In the process of abutting the two concrete pipes, when the camera identifies that the horizontal heights of the two pipes are inconsistent through the image captured, the first electric push rod is started by the power-on of the running terminal, the output end of the first electric push rod pushes the load-bearing rotating rod to move, the load-bearing rotating rod translates between the inner walls of the bottom plate box, and the two inner connecting rods are rotated in the process of translation of the load-bearing rotating rod, so that the minimum included angle between the two inner connecting rods and the two outer connecting rods is expanded. By changing the included angle between the two inner connecting rods and the two outer connecting rods, the lifting frame is lifted relative to the bottom plate box, and then the height of the steel plate box is adjusted, so that the concrete pipe is aligned with another concrete pipe in the soil in terms of horizontal height.

[0026] S4, axial alignment:

[0027] In the process of abutting the two concrete pipes, when the camera identifies that the axial center lines of the two pipes overlap through the image captured, the third motor is started by the power-on of the running terminal, the output end of the third motor drives the second screw rod to rotate, the second screw rod pushes the sliding block to move through the sliding of the sliding block, the sliding block slides in the hollow bottom plate under the support of the two groups of load-bearing roller groups, and the bottom plate box and the fixed plate are moved, so that the concrete pipe in the steel plate box and another concrete pipe in the soil overlap in terms of axial center line, and the axial alignment of the two concrete pipes is realized.

[0028] S5, auxiliary abutting:

[0029] When the two concrete pipes are aligned in terms of height and axial direction, the second electric push rod is started by the power-on of the running terminal, the output end of the second electric push rod pushes the lifting frame to lift, the lifting frame pushes the pushing roller to approach the concrete pipe in the steel plate box under the sliding cooperation of the second limiting groove and the two second limiting blocks, the second motor is started by the power-on of the running terminal when the pushing roller approaches the concrete pipe, the output end of the second motor drives the rotating gear to rotate, the rotating gear drives the driven gear to rotate through the meshing with the driven gear, the driven gear drives the pushing roller to rotate, the pushing roller pushes the concrete pipe in the steel plate box to move, so that the concrete pipe in the steel plate box and another concrete pipe in the soil are abutted, and the auxiliary abutting of the two concrete pipes is realized.

[0030] Compared with the prior art, the present application has the following advantages:

[0031] 1、In the scheme, during the pipe jacking operation, a single concrete pipe is hoisted between the plurality of load-bearing rollers, the running terminal is powered on to start the two swing motors, the output ends of the two swing motors drive the two first lead screws to rotate, the two first lead screws move the two push rod sleeve rods through sliding cooperation with the two push rod sleeve rods, the two push rod sleeve rods move the four push-pull rods, the four push-pull rods move the two containing boxes to perform a far-apart expansion movement, so that the plurality of load-bearing rollers can swing to closely adhere to the circumferential surface of the concrete pipe, realizing adaptation to different pipe fittings. By moving the plurality of load-bearing rollers, the plurality of load-bearing rollers closely adhere to the circumferential surface of the concrete pipe, under the deflection adjustment of the two sets of swing assemblies to the plurality of load-bearing rollers, the heavy moment of the concrete drainage pipe jacking construction device is evenly dispersed, the deformation of the concrete drainage pipe jacking construction device generated at the heavy moment is reduced, the misalignment of the two pipe fittings is avoided, the difficulty of the butt joint of the two pipe fittings is reduced, the butt joint time between the pipe fittings is reduced, and the construction period of the pipe jacking is shortened.

[0032] 2、In the scheme, when the two containing boxes perform a far-apart expansion movement, the two spring sleeves change from the state of being pushed out of the two buffer sleeves under the plurality of springs to being squeezed by the expansion force of the two containing boxes and the pressure of the concrete pipe, and are retracted into the two buffer sleeves, reversely squeezing the plurality of springs. By utilizing the deformation of the plurality of springs, the squeezing force exerted by the concrete pipe is dispersed in a short time, and further impact relief is realized at the load-bearing moment of the concrete pipe, thereby reducing the impact damage to the concrete drainage pipe jacking construction device itself.

[0033] 3、In the scheme, during the butt joint of the two concrete pipes, the camera identifies whether the axial center lines of the two pipes overlap and whether the horizontal heights of the two pipes are consistent through the photographed image, triggers the height alignment and axial alignment system in the running terminal, adjusts and moves the single concrete pipe through the lifting assembly and the pushing assembly, so that the two concrete pipes are height-aligned and axially aligned, realizes the rapid alignment of the two concrete pipes, and improves the butt joint efficiency.

[0034] 4、In the scheme, when the two concrete pipe height alignment and axial alignment, trigger the running terminal to the second electric push rod power start, when the second electric push rod power start, the output end of the second electric push rod pushes the lifting frame to lift, the lifting frame in the second limit groove and the sliding fit of two second limit block, push the roller close to the concrete pipe in the steel plate box, when the push roller close to the concrete pipe, trigger the running terminal to the power start of the second motor, the output end of the second motor drives the rotating gear to rotate, the rotating gear drives the driven gear to rotate through the meshing of the driven gear, the driven gear drives the push roller to rotate, the push roller pushes the concrete pipe in the steel plate box to move, so that the concrete pipe in the steel plate box and the other concrete pipe in the soil butt joint, realize the butt joint of two concrete pipe, in not using jacking equipment push, automatic butt joint, facilitate the secondary force jacking of jacking equipment, reduce the collision damage of jacking concrete butt joint. BRIEF DESCRIPTION OF DRAWINGS

[0035] The accompanying drawings are included to provide a further understanding of the application and are incorporated in and constitute a part of this specification, illustrate embodiments of the application and are included to provide a further understanding of the application, and are made a part of the description. In the drawings:

[0036] Figure 1 It is a first perspective view of the concrete drainage pipe jacking construction device of the application;

[0037] Figure 2 It is a second perspective view of the concrete drainage pipe jacking construction device of the application;

[0038] Figure 3 It is a second perspective view of the concrete drainage pipe jacking construction device of the application;

[0039] Figure 4 It is a first half sectional view of the concrete drainage pipe jacking construction device of the application;

[0040] Figure 5 It is a second half sectional view of the concrete drainage pipe jacking construction device of the application;

[0041] Figure 6 It is an explosion view of the structure of the concrete drainage pipe jacking construction device of the application;

[0042] Figure 7 It is an explosion view of the push assembly of the concrete drainage pipe jacking construction device of the application;

[0043] Figure 8 It is a perspective view of the lifting assembly of the concrete drainage pipe jacking construction device of the application;

[0044] Figure 9An exploded view of a lifting assembly of the concrete drainage pipe jacking construction device of the present application;

[0045] Figure 10 A perspective view of a swing assembly and a buffer assembly of the concrete drainage pipe jacking construction device of the present application;

[0046] Figure 11 An exploded view of a swing assembly and a buffer assembly of the concrete drainage pipe jacking construction device of the present application;

[0047] Figure 12 A perspective view of a rolling mechanism of the concrete drainage pipe jacking construction device of the present application;

[0048] Figure 13 An exploded view of a rolling mechanism of the concrete drainage pipe jacking construction device of the present application.

[0049] In the figure: 1, fixed plate; 2, steel plate box; 3, containing box; 4, bearing roller; 5, motor slot; 6, sliding groove; 7, push rod sleeve rod; 8, push-pull rod; 9, swing motor; 10, first lead screw; 11, spring sleeve; 12, buffer sleeve; 13, first limit block; 14, support; 15, camera; 16, mounting groove; 17, lifting box; 18, second limit groove; 19, lifting frame; 20, push roller; 21, driven gear; 22, rotating gear; 23, gear cover; 24, second limit block; 25, second motor; 26, swing groove; 27, lifting frame; 28, guide groove; 29, outer connecting rod; 30, inner connecting rod; 31, connecting shaft; 32, force transfer lever; 33, guide column; 34, bottom plate box; 35, first electric push rod; 36, hollow bottom plate; 37, third limit groove; 38, bearing roller set; 39, third limit block; 40, sliding block; 41, second lead screw; 42, third motor; 43, running terminal; 44, spring; 45, second electric push rod; 46, first limit groove. DETAILED DESCRIPTION

[0050] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative work fall within the scope of protection of the present application.

[0051] Embodiment 1

[0052] Reference Figure 1 - Figure 13 A concrete drainage pipe jacking construction device, comprising:

[0053] The fixed plate 1;

[0054] The steel plate box 2 is fixedly connected to the top of the fixed plate 1.

[0055] The containing box 3 is provided with two containing boxes 3 which are rotationally connected between the inner walls of the steel plate box 2, a plurality of bearing rollers 4 are rotationally connected between the inner walls of the two containing boxes 3, the inner walls of the steel plate box 2 are provided with mounting grooves 16 which extend to the bottom of the fixed plate 1, and the inner walls of the mounting grooves 16 are provided with rolling mechanisms.

[0056] The adjusting mechanism is provided on the upper and lower sides of the fixed plate 1 and is connected with the two containing boxes 3 to move the plurality of bearing rollers 4.

[0057] In the present application, the fixed plate 1 is used to support the steel plate box 2, the steel plate box 2 is used to contain the two containing boxes 3 and the rolling mechanism, the two containing boxes 3 are used to contain the rolling of the plurality of bearing rollers 4, the plurality of bearing rollers 4 are used to support the single concrete pipe, the mounting grooves 16 are used to contain the rolling mechanism, and the adjusting mechanism is connected with the two containing boxes 3 to move the plurality of bearing rollers 4.

[0058] The adjusting mechanism comprises a pushing assembly, a lifting assembly, two sets of swinging assemblies and two sets of buffer assemblies, the lifting assembly is arranged at the bottom of the fixed plate 1, the pushing assembly is arranged at the lower side of the fixed plate 1, the pushing assembly is connected with the lifting assembly, the two sets of swinging assemblies are arranged between the fixed plate 1 and the steel plate box 2, the two sets of swinging assemblies are connected with the two containing boxes 3, and the two sets of buffer assemblies are arranged at the side ends of the two containing boxes 3 and are close to the inner walls of the steel plate box 2.

[0059] In the present application, the lifting assembly is used to adjust the height of the single concrete pipe, the pushing assembly is used to horizontally translate the single concrete pipe, the two sets of swinging assemblies are used to adjust the included angle between the two containing boxes 3, so that the plurality of bearing rollers 4 are tightly attached to the circumferential surface of the concrete pipe, and the two sets of buffer assemblies are used to disperse the impact of the plurality of bearing rollers 4 in the instant of bearing.

[0060] The lifting assembly comprises a lifting frame 27, guide grooves 28, outer connecting rods 29, inner connecting rods 30, a connecting shaft 31, a force bearing rotating rod 32, guide columns 33, a bottom plate box 34, a first electric push rod 35 and a hollow bottom plate 36. The lifting frame 27 is fixedly connected to the bottom of the fixed plate 1. The bottom plate box 34 is arranged in parallel on the lower side of the lifting frame 27. The guide grooves 28 are provided with four guide grooves 28, which are arranged at the side ends of the lifting frame 27 and the bottom plate box 34. The guide columns 33 are provided with four guide columns 33, which are slidably arranged on the inner walls of the guide grooves 28. The outer connecting rods 29 are provided with two outer connecting rods 29, one end of which is rotatably connected to the inner wall of the bottom plate box 34, and the other end of which is fixedly connected to the two guide columns 33 on the upper side. The connecting shaft 31 is fixedly connected between the two outer connecting rods 29. The inner connecting rods 30 are provided with two inner connecting rods 30, which are sleeved on the circumferential surface of the connecting shaft 31. One end of the two inner connecting rods 30 is rotatably connected to the inner wall of the lifting frame 27, and the other end of the two inner connecting rods 30 is fixedly connected to the two guide columns 33 on the lower side. The force bearing rotating rod 32 is rotatably connected between the two inner connecting rods 30. The first electric push rod 35 is fixedly connected to the side end of the bottom plate box 34, and the output end of the first electric push rod 35 extends into the bottom plate box 34, and the output end of the first electric push rod 35 is fixedly connected to the force bearing rotating rod 32.

[0061] In the application, the lifting frame 27 and the bottom box 34 are used to accommodate the connecting shaft 31, the force bearing rotating rod 32, the two outer connecting rods 29 and the inner connecting rod 30, the four guide grooves 28 are used to accommodate the sliding of the four guide columns 33, the four guide columns 33 limit the angle limit between the two outer connecting rods 29 and the inner connecting rod 30 through the sliding fit with the four guide grooves 28, the two outer connecting rods 29 are rotationally connected with the two inner connecting rods 30 through the connecting shaft 31, the connecting shaft 31 is used for the fixed connection of the two outer connecting rods 29, and meanwhile the connecting shaft 31 is used to provide an axial support point for the rotation of the two inner connecting rods 30, the force bearing rotating rod 32 is used to push the two inner connecting rods 30 to move, the first electric push rod 35 is used to push the force bearing rotating rod 32 to move, in the process of abutting two concrete pipe fittings, when the camera 15 identifies that the horizontal heights of the two pipe fittings are inconsistent through the photographed image, the running terminal 43 is powered on to start the first electric push rod 35, the output end of the first electric push rod 35 pushes the force bearing rotating rod 32 to move, the force bearing rotating rod 32 translates between the inner walls of the bottom box 34, the force bearing rotating rod 32 pushes the two inner connecting rods 30 to rotate in the process of translation, the two inner connecting rods 30 generate an angle through the misalignment with the two outer connecting rods 29, so that the minimum angle between the two inner connecting rods 30 and the two outer connecting rods 29 is expanded, by changing the angle between the two inner connecting rods 30 and the two outer connecting rods 29, the angle size between the two outer connecting rods 29 and the inner connecting rod 30 is adjusted, so that the distance between the lifting frame 27 and the bottom box 34 changes, and then the height adjustment of the steel plate box 2 is realized, so that the concrete pipe fitting is horizontally aligned with another concrete pipe fitting in the soil, and the height alignment between the two pipe fittings is quickly realized.

[0062] Each set of swing assembly includes motor slot 5, sliding slot 6, push rod sleeve rod 7, push-pull rod 8, swing motor 9, first screw rod 10 and swing slot 26, motor slot 5 is opened at the top of fixed plate 1, sliding slot 6 is opened at the top of fixed plate 1, sliding slot 6 is communicated with motor slot 5, swing slot 26 is provided with two, two swing slots 26 are opened at the side end of steel plate box 2, two swing slots 26 are communicated with steel plate box 2, swing motor 9 is fixedly connected in motor slot 5, first screw rod 10 is rotationally connected between the inner walls of sliding slot 6, one end of first screw rod 10 extends into motor slot 5, and the extension end of first screw rod 10 is fixedly connected with the output end of swing motor 9, push rod sleeve rod 7 is sleeved on the circumferential surface of first screw rod 10, push-pull rod 8 is provided with two, two push-pull rods 8 are arranged in two swing slots 26, one end of two push-pull rods 8 is rotationally connected with push rod sleeve rod 7, and the other end of two push-pull rods 8 is rotationally connected with containing box 3.

[0063] In the present application, in each set of swing assembly, the motor slot 5 is opened to accommodate the swing motor 9, the sliding slot 6 is opened to accommodate the first lead screw 10 and the push rod sleeve rod 7, two swing slots 26 are opened to accommodate the movement of two push-pull rods 8, the swing motor 9 is used to drive the first lead screw 10 to rotate, the first lead screw 10 drives the push rod sleeve rod 7 to move through the sliding fit with the push rod sleeve rod 7, the two push-pull rods 8 are used to push the containing box 3 to deflect, in the pipe jacking process, a single concrete pipe is hoisted between the plurality of load rollers 4, the running terminal 43 is powered to start the two swing motors 9, the output end of the two swing motors 9 drives the two first lead screws 10 to rotate, the two first lead screws 10 drive the two push rod sleeve rods 7 to move through the sliding fit with the two push rod sleeve rods 7, the two push rod sleeve rods 7 drive the four push-pull rods 8 to move, the four push-pull rods 8 drive the two containing boxes 3 to make a far-apart expansion movement, so that the plurality of load rollers 4 can swing to closely adhere to the circumferential surface of the concrete pipe, realizing the adaptation to different pipes, by moving the plurality of load rollers 4, the plurality of load rollers 4 closely adhere to the circumferential surface of the concrete pipe, under the deflection adjustment of the two sets of swing assemblies to the plurality of load rollers 4, the heavy moment of the concrete drainage pipe jacking construction device is evenly dispersed, the deformation of the concrete drainage pipe jacking construction device generated in the heavy moment is reduced, the misalignment of the two pipe sections is avoided, the difficulty of the butt joint of the two pipe sections is reduced, the butt joint time between the pipe sections is reduced, and the construction period of the pipe jacking is shortened.

[0064] The buffer assembly comprises a spring sleeve 11, a buffer sleeve 12, a first limiting block 13, a spring 44 and a first limiting groove 46, the buffer sleeve 12 is fixedly connected to the side end of the containing box 3, the spring sleeve 11 slides in the buffer sleeve 12, the first limiting block 13 is provided with two, the two first limiting blocks 13 are opened at the two side ends of the buffer sleeve 12, the two first limiting blocks 13 are in communication with the inner wall of the buffer sleeve 12, the first limiting groove 46 is provided with two, the two first limiting grooves 46 slide in the two first limiting blocks 13, and the two first limiting grooves 46 are fixedly connected with the spring sleeve 11, the spring 44 is provided with a plurality of, the plurality of springs 44 are fixedly connected in the buffer sleeve 12 and the spring sleeve 11, one end of the plurality of springs 44 is fixedly connected with the inner wall of the spring sleeve 11, and the other end of the plurality of springs 44 is fixedly connected with the inner wall of the buffer sleeve 12.

[0065] In the application, the buffer sleeve 12 is used to accommodate the spring sleeve 11, the two first limiting blocks 13 are used to accommodate the sliding of the two first limiting grooves 46, the two first limiting grooves 46 limit and guide the extension of the spring sleeve 11 through the sliding cooperation with the two first limiting blocks 13, the plurality of springs 44 are used to push the spring sleeve 11 out of the buffer sleeve 12, when the two accommodating boxes 3 do the expansion movement away from each other, the two spring sleeves 11 change from the state of being pushed out of the two buffer sleeves 12 under the pushing of the plurality of springs 44 to the state of being retracted into the two buffer sleeves 12 under the expansion force of the two accommodating boxes 3 and the pressure of the concrete pipe, reversely extruding the plurality of springs 44, dispersing the extrusion pressure of the concrete pipe in a short time by using the deformation of the plurality of springs 44, and then realizing the further impact relief and reducing the impact damage to the concrete pipe jacking construction device itself.

[0066] The pushing assembly comprises a hollow bottom plate 36, a third limiting groove 37, a bearing roller set 38, a third limiting block 39, a sliding block 40, a second lead screw 41 and a third motor 42, the hollow bottom plate 36 is arranged in parallel on the lower side of the bottom plate box 34, the bearing roller set 38 is provided with two, the two bearing roller sets 38 are fixedly connected to the bottom of the bottom plate box 34, and the two bearing roller sets 38 slide in the hollow bottom plate 36, the third limiting groove 37 is provided with two, the two third limiting grooves 37 are arranged on the inner wall of the hollow bottom plate 36, the third limiting block 39 is provided with two, the two third limiting blocks 39 slide in the two third limiting grooves 37, the two third limiting blocks 39 are connected with the bearing roller set 38, the third motor 42 is fixedly connected to the side end of the hollow bottom plate 36, the second lead screw 41 is rotatably connected between the inner walls of the hollow bottom plate 36, one end of the second lead screw 41 extends to the side end of the hollow bottom plate 36, and the output end of the second lead screw 41 is fixedly connected with the output end of the third motor 42, the sliding block 40 is sleeved on the circumferential surface of the second lead screw 41, and the sliding block 40 is fixedly connected with the bottom plate box 34.

[0067] In the application, the hollow bottom plate 36 is used to accommodate the second lead screw 41 and the two load roller sets 38, the two load roller sets 38 are used to support the movement of the bottom plate box 34, the two third limiting grooves 37 are used to accommodate the sliding of the two third limiting blocks 39, the two third limiting blocks 39 are guided and limited in movement through the sliding cooperation with the two third limiting grooves 37, thereby guiding and directing the movement of the bottom plate box 34, the third motor 42 is used to drive the second lead screw 41 to rotate, the second lead screw 41 drives the sliding block 40 to move through the sliding cooperation with the sliding block 40, and the sliding block 40 is used to drive the bottom plate box 34 to move, in the process of abutting two concrete pipe fittings, when the camera 15 identifies that the axial center lines of the two pipe fittings overlap through the photographed image, the running terminal 43 is powered on to start the third motor 42, the output end of the third motor 42 drives the second lead screw 41 to rotate, the second lead screw 41 drives the sliding block 40 to move through the sliding, the sliding block 40 slides in the hollow bottom plate 36 under the support of the two load roller sets 38, drives the bottom plate box 34 and the fixed plate 1 to move, so that the concrete pipe fitting in the steel plate box 2 and another concrete pipe fitting in the soil overlap in the axial center line, and the axial alignment of the two concrete pipes is realized.

[0068] The rolling mechanism comprises a lifting box 17, two second limiting grooves 18, a lifting frame 19, a pushing roller 20, a driven gear 21, a rotating gear 22, a gear cover 23, two second limiting blocks 24, a second motor 25 and a second electric push rod 45. The lifting box 17 is fixedly connected between the inner walls of the mounting groove 16. The lifting frame 19 slides between the inner walls of the lifting box 17. The two second limiting grooves 18 are arranged on the side ends of the lifting box 17. The two second limiting blocks 24 slide in the two second limiting grooves 18 and are fixedly connected with the lifting frame 19. The pushing roller 20 is rotatably connected in the lifting frame 19. The driven gear 21 is rotatably connected to the side end of the lifting frame 19 and is fixedly connected with the pushing roller 20. The rotating gear 22 is rotatably connected to the side end of the lifting frame 19 and is engaged with the driven gear 21. The second motor 25 is fixedly connected between the inner walls of the lifting frame 19, and the output end of the second motor 25 extends to the side end of the lifting frame 19. The output end of the second motor 25 is fixedly connected with the rotating gear 22. The gear cover 23 is sleeved on the circumferential surfaces of the driven gear 21 and the rotating gear 22 and is connected with the lifting frame 19. The second electric push rod 45 is fixedly connected to the bottom of the lifting box 17. The output end of the second electric push rod 45 extends into the lifting frame 19 and is fixedly connected with the lifting frame 19.

[0069] In the application, the lifting box 17 is used to accommodate the lifting frame 19, the lifting frame 19 is used to accommodate the second motor 25 and the pushing roller 20, two second limiting grooves 18 are used to accommodate the sliding of two second limiting blocks 24, the two second limiting blocks 24 guide the movement of the lifting frame 19 through the sliding fit with the two second limiting grooves 18, the pushing roller 20 is used to be close to a single concrete pipe, the driven gear 21 is used to drive the pushing roller 20 to rotate, the rotating gear 22 drives the driven gear 21 to rotate through the meshing with the driven gear 21, the second motor 25 is used to drive the rotating gear 22 to rotate, the gear cover 23 is used to seal and protect the driven gear 21 and the rotating gear 22, the second electric push rod 45 is used to lift the lifting frame 19, when the two concrete pipes are height-aligned and axially aligned, the trigger operation terminal 43 energizes the second electric push rod 45 to start, when the second electric push rod 45 is energized to start, the output end of the second electric push rod 45 pushes the lifting frame 19 to lift, the lifting frame 19 pushes the pushing roller 20 to be close to the concrete pipe in the steel plate box 2 under the sliding fit of the second limiting groove 18 and the two second limiting blocks 24, when the pushing roller 20 is close to the concrete pipe, the trigger operation terminal 43 energizes the second motor 25 to start, the output end of the second motor 25 drives the rotating gear 22 to rotate, the rotating gear 22 drives the driven gear 21 to rotate through the meshing with the driven gear 21, the driven gear 21 drives the pushing roller 20 to rotate, the pushing roller 20 pushes the concrete pipe in the steel plate box 2 to move, so that the concrete pipe in the steel plate box 2 is butt-jointed with another concrete pipe in the soil, the butt joint of the two concrete pipes is realized, the butt joint is automatically realized without using the jacking equipment to push, the jacking equipment is conveniently jacked by secondary force, and the collision and damage during the butt joint of the concrete are reduced.

[0070] The top of the fixed plate 1 is fixedly connected with the support 14, and the inner wall of the support 14 is fixedly connected with the camera 15.

[0071] In the application, the support 14 is used to support the camera 15, the camera 15 is used to shoot images of the butt joint between the two concrete pipes, the shot images are transmitted to the operation terminal 43, image recognition is performed, whether the axial center lines of the two pipes overlap and whether the horizontal heights of the two pipes are consistent are judged, an operation program in the trigger operation terminal 43 is provided, and timely triggering is performed.

[0072] The bottom of the fixed plate 1 is fixedly connected with the operation terminal 43, and the operation terminal 43 is located between the inner walls of the lifting frame 27.

[0073] In the application, the operation terminal 43 is electrically connected with the camera 15, the second motor 25, the second electric push rod 45, the first electric push rod 35, the third motor 42 and the two swing motors 9, the operation terminal 43 is assembled by using the electronic components purchased in the market, and the operation terminal 43 is internally provided with a storage unit, and the storage unit stores an operation program.

[0074] A method for using a concrete pipe jacking construction device, comprising the following steps:

[0075] S1 pipe diameter adaptation:

[0076] In the pipe jacking operation process, a single concrete pipe is hoisted between the plurality of bearing rollers 4, the operation terminal 43 is powered on to start the two swing motors 9, the output ends of the two swing motors 9 drive the two first lead screws 10 to rotate, the two first lead screws 10 push the two push rod sleeve rods 7 to move through the sliding cooperation, the two push rod sleeve rods 7 push the four push-pull rods 8 to move, the four push-pull rods 8 push the two containing boxes 3 to perform a far-apart expansion movement, so that the plurality of bearing rollers 4 can swing to closely adhere to the circumferential surface of the concrete pipe, and adaptation to different pipes is realized.

[0077] S2, impact relief:

[0078] When the two containing boxes 3 perform a far-apart expansion movement, the two spring sleeves 11 are pushed out from the two buffer sleeves 12 under the pushing of the plurality of springs 44, are extruded by the expansion force of the two containing boxes 3 and the pressure of the concrete pipe, are changed to be retracted into the two buffer sleeves 12, reversely extrude the plurality of springs 44, utilize the deformation of the plurality of springs 44, disperse the extrusion force applied by the concrete pipe in a short time, and then realize instant load bearing of the concrete pipe and impact relief.

[0079] S3, height alignment:

[0080] In the butt joint process of the two concrete pipes, when the camera 15 identifies that the horizontal heights of the two pipes are inconsistent through the photographed image, the operation terminal 43 is powered on to start the first electric push rod 35, the output end of the first electric push rod 35 pushes the bearing rod 32 to move, the bearing rod 32 translates between the inner walls of the bottom box 34, the bearing rod 32 pushes the two inner connecting rods 30 to rotate in the translation process, the minimum included angle between the two inner connecting rods 30 and the two outer connecting rods 29 is expanded, the included angle between the two inner connecting rods 30 and the two outer connecting rods 29 is changed, the lifting frame 27 is lifted relative to the bottom box 34, and then the height of the steel plate box 2 is adjusted, so that the horizontal height of the concrete pipe is aligned with that of another concrete pipe in the soil.

[0081] S4, axial alignment:

[0082] In the butt joint process of the two concrete pipes, when the camera 15 identifies that the axial center lines of the two pipes overlap through the photographed image, the running terminal 43 is powered on to start the third motor 42, the output end of the third motor 42 drives the second lead screw 41 to rotate, the second lead screw 41 drives the sliding block 40 to move through the sliding push, the sliding block 40 slides in the hollow bottom plate 36 under the support of the two groups of bearing roller groups 38, drives the bottom plate box 34 and the fixed plate 1 to move, so that the concrete pipe in the steel plate box 2 and another concrete pipe in the soil overlap in the axial center line, and the axial alignment of the two concrete pipes is realized.

[0083] S5, auxiliary butt joint:

[0084] When the two concrete pipes are aligned in height and axially aligned, the running terminal 43 is triggered to power on the second electric push rod 45, when the second electric push rod 45 is powered on, the output end of the second electric push rod 45 drives the lifting frame 19 to lift, the lifting frame 19 is slidably connected with the second limiting groove 18 and the two second limiting blocks 24, drives the push roller 20 to approach the concrete pipe in the steel plate box 2, when the push roller 20 approaches the concrete pipe, the running terminal 43 is triggered to power on the second motor 25, the output end of the second motor 25 drives the rotating gear 22 to rotate, the rotating gear 22 drives the driven gear 21 to rotate through the meshing, the driven gear 21 drives the push roller 20 to rotate, the push roller 20 drives the concrete pipe in the steel plate box 2 to move, so that the concrete pipe in the steel plate box 2 and another concrete pipe in the soil are butt jointed, and the auxiliary butt joint of the two concrete pipes is realized.

[0085] Finally, it should be noted that: the above only for the preferred embodiments of the present application, and not for limiting the present application, although the foregoing embodiments of the present application are described in detail, for those skilled in the art, it still can be modified, or equivalent replacement for part of the technical features recorded in the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. within the spirit and principles of the present application, should be included in the protection scope of the present application.

Claims

1. A concrete pipe jacking construction apparatus, characterized by, The utility model relates to a kind of steel plate box and its adjusting mechanism. Fixed plate (1); Steel plate box (2) is fixedly connected to the top of fixed plate (1); Two accommodating boxes (3) are provided, and the two accommodating boxes (3) are rotatably connected between the inner walls of the steel plate box (2), a plurality of bearing rollers (4) are rotatably connected between the inner walls of the two accommodating boxes (3), a mounting groove (16) is formed in the inner wall of the steel plate box (2), the mounting groove (16) extends to the bottom of the fixed plate (1), and a rolling mechanism is arranged between the inner walls of the mounting groove (16); Adjusting mechanism is arranged on the upper and lower sides of the fixed plate (1), and the adjusting mechanism is connected with the two accommodating boxes (3) to move the plurality of bearing rollers (4); The adjusting mechanism includes a pushing assembly, a lifting assembly, a swinging assembly and a buffer assembly, the lifting assembly is arranged at the bottom of the fixed plate (1), the pushing assembly is arranged at the lower side of the fixed plate (1), the swinging assembly includes two groups, the two groups of swinging assemblies are arranged between the fixed plate (1) and the steel plate box (2), the two groups of swinging assemblies are connected with the two accommodating boxes (3), and the buffer assembly includes two groups, the two groups of buffer assemblies are arranged at the side ends of the two accommodating boxes (3) and are close to the inner wall of the steel plate box (2); Each group of swinging assemblies includes a motor groove (5), a sliding groove (6), a push rod sleeve rod (7), a push-pull rod (8), a swinging motor (9), a first lead screw (10) and a swinging groove (26), the motor groove (5) is formed in the top of the fixed plate (1), the sliding groove (6) is formed in the top of the fixed plate (1), the sliding groove (6) is in communication with the motor groove (5), the swinging groove (26) includes two groups, the two groups of swinging grooves (26) are formed in the side ends of the steel plate box (2), the two groups of swinging grooves (26) are in communication with the steel plate box (2), the swinging motor (9) is fixedly connected in the motor groove (5), the first lead screw (10) is rotatably connected between the inner walls of the sliding groove (6), one end of the first lead screw (10) extends into the motor groove (5), and the extended end of the first lead screw (10) is fixedly connected with the output end of the swinging motor (9), the push rod sleeve rod (7) is sleeved on the circumferential surface of the first lead screw (10), the push-pull rod (8) includes two groups, the two groups of push-pull rods (8) are arranged in the two groups of swinging grooves (26), one end of the two groups of push-pull rods (8) is rotatably connected with the push rod sleeve rod (7), and the other end of the two groups of push-pull rods (8) is rotatably connected with the accommodating box (3).

2. A concrete pipe jacking construction apparatus according to claim 1, wherein The lifting assembly comprises a lifting frame (27), guide grooves (28), outer connecting rods (29), inner connecting rods (30), a connecting shaft (31), a force bearing rotating rod (32), guide columns (33), a bottom plate box (34) and a first electric push rod (35), the lifting frame (27) is fixedly connected to the bottom of the fixed plate (1), the bottom plate box (34) is arranged in parallel on the lower side of the lifting frame (27), the four guide grooves (28) are arranged on the side ends of the lifting frame (27) and the bottom plate box (34), the four guide columns (33) are slidably arranged on the inner walls of the guide grooves (28), the two outer connecting rods (29) are rotatably connected to the inner wall of the bottom plate box (34) at one end, and the other ends of the two outer connecting rods (29) are fixedly connected to the two guide columns (33) on the upper side, the connecting shaft (31) is fixedly connected between the two outer connecting rods (29), the two inner connecting rods (30) are sleeved on the circumferential surface of the connecting shaft (31), one end of the two inner connecting rods (30) is rotatably connected to the inner wall of the lifting frame (27), and the other end of the two inner connecting rods (30) is fixedly connected to the two guide columns (33) on the lower side, the force bearing rotating rod (32) is rotatably connected between the two inner connecting rods (30), the first electric push rod (35) is fixedly connected to the side end of the bottom plate box (34), the output end of the first electric push rod (35) extends into the bottom plate box (34), and the output end of the first electric push rod (35) is fixedly connected to the force bearing rotating rod (32).

3. A concrete pipe jacking construction apparatus according to claim 2, wherein The buffer assembly comprises a spring sleeve (11), a buffer sleeve (12), first limiting blocks (13), springs (44) and first limiting grooves (46), the buffer sleeve (12) is fixedly connected to the side end of the containing box (3), the spring sleeve (11) is slidably arranged in the buffer sleeve (12), the two first limiting blocks (13) are arranged at the two side ends of the buffer sleeve (12), the two first limiting blocks (13) are in communication with the inner wall of the buffer sleeve (12), the two first limiting grooves (46) are slidably arranged in the two first limiting blocks (13), and the two first limiting grooves (46) are fixedly connected with the spring sleeve (11), and the plurality of springs (44) are fixedly connected in the buffer sleeve (12) and the spring sleeve (11), one end of the plurality of springs (44) is fixedly connected with the inner wall of the spring sleeve (11), and the other end of the plurality of springs (44) is fixedly connected with the inner wall of the buffer sleeve (12).

4. A concrete pipe jacking construction apparatus according to claim 3, wherein The pushing assembly comprises a hollow bottom plate (36), a third limiting groove (37), a load roller group (38), a third limiting block (39), a sliding block (40), a second lead screw (41) and a third motor (42), the hollow bottom plate (36) is arranged in parallel on the lower side of the bottom plate box (34), the load roller group (38) is provided with two, the two load roller groups (38) are fixedly connected to the bottom of the bottom plate box (34), and the two load roller groups (38) slide in the hollow bottom plate (36), the third limiting groove (37) is provided with two, the two third limiting grooves (37) are arranged on the inner wall of the hollow bottom plate (36), the third limiting block (39) is provided with two, the two third limiting blocks (39) slide in the two third limiting grooves (37), the two third limiting blocks (39) are connected with the load roller group (38), the third motor (42) is fixedly connected to the side end of the hollow bottom plate (36), the second lead screw (41) is rotatably connected between the inner walls of the hollow bottom plate (36), one end of the second lead screw (41) extends to the side end of the hollow bottom plate (36), and the output end of the second lead screw (41) is fixedly connected with the output end of the third motor (42), the sliding block (40) is sleeved on the circumferential surface of the second lead screw (41), and the sliding block (40) is fixedly connected with the bottom plate box (34).

5. A concrete pipe jacking construction apparatus according to claim 4, wherein The rolling mechanism comprises a lifting box (17), second limiting grooves (18), a lifting frame (19), a pushing roller (20), a driven gear (21), a rotating gear (22), a gear cover (23), second limiting blocks (24), a second motor (25) and a second electric push rod (45), the lifting box (17) is fixedly connected between the inner walls of the mounting groove (16), the lifting frame (19) slides between the inner walls of the lifting box (17), the two second limiting grooves (18) are arranged on the side ends of the lifting box (17), the two second limiting blocks (24) slide in the two second limiting grooves (18), and the two second limiting blocks (24) are fixedly connected with the lifting frame (19), the pushing roller (20) is rotatably connected in the lifting frame (19), the driven gear (21) is rotatably connected at the side end of the lifting frame (19), and the driven gear (21) is fixedly connected with the pushing roller (20), the rotating gear (22) is rotatably connected at the side end of the lifting frame (19), the rotating gear (22) is engaged with the driven gear (21), the second motor (25) is fixedly connected between the inner walls of the lifting frame (19), the output end of the second motor (25) extends to the side end of the lifting frame (19), the output end of the second motor (25) is fixedly connected with the rotating gear (22), the gear cover (23) is sleeved on the circumferential surfaces of the driven gear (21) and the rotating gear (22), and the gear cover (23) is connected with the lifting frame (19), and the second electric push rod (45) is fixedly connected to the bottom of the lifting box (17), the output end of the second electric push rod (45) extends into the lifting frame (19), and the output end of the second electric push rod (45) is fixedly connected with the lifting frame (19).

6. A concrete pipe jacking construction apparatus according to claim 5, wherein The top of the fixed plate (1) is fixedly connected with a support (14), and the inner walls of the support (14) are fixedly connected with a camera (15).

7. A concrete pipe jacking construction apparatus according to claim 6, wherein The bottom of the fixed plate (1) is fixedly connected with a running terminal (43), and the running terminal (43) is located between the inner walls of the lifting frame (27).

8. A method of using a concrete pipe jacking apparatus, the method comprising: The application discloses a concrete pipe jacking construction device. S1: pipe diameter adaptation: during pipe jacking operation, a single concrete pipe is hoisted between the plurality of bearing rollers (4), the running terminal (43) is powered on to start two swing motors (9), the output ends of the two swing motors (9) drive two first lead screws (10) to rotate, the two first lead screws (10) push two push rod sleeves (7) to move through sliding cooperation, the two push rod sleeves (7) push four push-pull rods (8) to move, and the four push-pull rods (8) push two containing boxes (3) to perform a far-apart expansion movement, so that the plurality of bearing rollers (4) can swing to closely adhere to the circumferential surface of the concrete pipe, and adaptation to different pipes is realized; S2: impact relief: ​ When the two accommodating boxes (3) are expanded away from each other, the two spring sleeves (11) are extruded by the expansion force of the two accommodating boxes (3) and the pressure of the concrete pipe, and change from the state of being pushed out of the two buffer sleeves (12) under the pushing of the plurality of springs (44) to the state of being retracted into the two buffer sleeves (12), reversely extruding the plurality of springs (44), dispersing the extrusion force applied by the concrete pipe in a short time by using the deformation of the plurality of springs (44), and then relieving the impact on the concrete pipe in an instant; S3, height alignment: In the process of abutting the two concrete pipes, when the camera (15) identifies that the horizontal heights of the two pipes are inconsistent through the photographed image, the running terminal (43) is powered on to start the first electric push rod (35), the output end of the first electric push rod (35) pushes the load-bearing rotating rod (32) to move, the load-bearing rotating rod (32) translates between the inner walls of the bottom plate box (34), and the load-bearing rotating rod (32) pushes the two inner connecting rods (30) to rotate during the translation, so that the minimum included angle between the two inner connecting rods (30) and the two outer connecting rods (29) is expanded, the included angle between the two inner connecting rods (30) and the two outer connecting rods (29) is changed, the lifting frame (27) is lifted relative to the bottom plate box (34), and then the height of the steel plate box (2) is adjusted, so that the horizontal height of the concrete pipe is aligned with the horizontal height of the other concrete pipe in the soil; S4, axial alignment: In the process of abutting the two concrete pipes, when the camera (15) identifies that the axial center lines of the two pipes overlap through the photographed image, the running terminal (43) is powered on to start the third motor (42), the output end of the third motor (42) drives the second screw (41) to rotate, the second screw (41) pushes the sliding block (40) to move through the sliding of the sliding block (40), the sliding block (40) slides in the hollow bottom plate (36) under the support of the two groups of load-bearing roller groups (38), drives the bottom plate box (34) and the fixed plate (1) to move, so that the concrete pipe in the steel plate box (2) is aligned with the axial center line of the other concrete pipe in the soil, and the axial alignment of the two concrete pipes is realized; S5, auxiliary abutting: When the two concrete pipes are in height alignment and axial alignment, the running terminal (43) is triggered to electrify and start the second electric push rod (45), when the second electric push rod (45) is electrified and started, the output end of the second electric push rod (45) drives the lifting frame (19) to lift, the lifting frame (19) is in sliding fit with the second limiting groove (18) and the two second limiting blocks (24), drives the pushing roller (20) to approach the concrete pipe in the steel plate box (2), when the pushing roller (20) approaches the concrete pipe, the running terminal (43) is triggered to electrify and start the second motor (25), the output end of the second motor (25) drives the rotating gear (22) to rotate, the rotating gear (22) drives the driven gear (21) to rotate through meshing with the driven gear (21), the driven gear (21) drives the pushing roller (20) to rotate, the pushing roller (20) drives the concrete pipe in the steel plate box (2) to move, so that the concrete pipe in the steel plate box (2) is butt jointed with another concrete pipe in the soil, and the butt joint of the two concrete pipes is assisted.

Citation Information

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