Rapid construction device and construction method for pipe-jacking vertical shaft wall through reverse construction method

Abstract

The invention provides a quick construction device and method for the wall of a top-down pipe-jacking vertical shaft. The quick construction device comprises an annular rotating assembly, a driving assembly is arranged on one side of the rotating assembly and used for driving the rotating assembly to rotate, a plurality of lifting assemblies are arranged above the rotating assembly, and pouring formworks are arranged below the lifting assemblies; by arranging the rotating assembly, the driving assembly, the lifting assembly, the pouring formwork and other structures, the quick construction device for the top-down pipe jacking vertical shaft wall is formed, the mode that materials need to be hoisted many times through a crane during conventional top-down vertical shaft wall construction is changed, the hoisting frequency is reduced, the construction time consumption is greatly shortened, the construction efficiency is remarkably improved, and the construction cost is reduced. The problems that materials need to be hoisted many times through a crane during vertical shaft wall construction through a conventional reverse building method, consumed time is long, and the quality control difficulty is large are solved.

Description

Technical Field

[0001] The invention relates to the field of shaft wall construction, and in particular to a reverse pipe jacking shaft wall rapid construction device and a construction method. Background Art

[0002] The pipe jacking shaft is an underground working space used for the installation and commissioning of pipe jacking equipment, assembly of pipe sections and jacking construction, and disassembly and lifting of equipment during pipe jacking construction, including the starting shaft and the receiving shaft. The reverse construction method is a commonly used method for the construction of pipe jacking shafts, which refers to the construction method in which temporary supports are not set up during the construction of underground structures, and the structure is excavated and constructed from top to bottom in sequence. The conventional reverse construction method requires the installation and removal of formwork and support systems during the construction of the shaft wall, and the materials need to be lifted by cranes multiple times. This method has cumbersome procedures and complex assembly and disassembly, especially for the construction of large-diameter deep shafts. It takes a long time and is difficult to control quality.

[0003] Therefore, after the construction formwork is spliced ​​once, construction can be carried out directly downwards, and automated equipment is used for demoulding and lowering. Compared with traditional construction methods, the overall lifting is improved to enhance construction efficiency and quality. Summary of the invention

[0004] The main purpose of the present invention is to provide a rapid construction device and method for a vertical shaft wall of a reverse pipe jacking method, which solves the problem that materials need to be hoisted multiple times by a crane during the conventional reverse shaft wall construction, which is time-consuming and difficult to control in terms of quality.

[0005] In order to solve the above technical problems, the technical solution adopted by the present invention is: a reverse pipe jacking shaft wall rapid construction device, including an annular rotating component, a driving component is provided on one side of the rotating component, the driving component is used to drive the rotating component to rotate, a plurality of lifting components are provided above the rotating component, and a casting template is provided below the lifting component.

[0006] In a preferred embodiment, the rotating assembly includes an annular rotating base, a rotatable annular rotating top plate is provided on the top of the rotating base, a hook seat is provided between the rotating top plate and the rotating base, and the rotating top plate and the hook seat are connected by bolts.

[0007] In the preferred embodiment, a guide rail is further provided on one side of the rotating base, a roller is provided between the lower outer side of the guide rail and the hook seat, and a smooth wear-resistant layer is provided between the top of the guide rail and the lower side of the rotating top plate.

[0008] In a preferred embodiment, a rack portion is further provided on the outer side of the rotating top plate, and the rack portion is used to be connected to the driving assembly.

[0009] In the preferred embodiment, the driving assembly includes a driving base, which is arranged in an "eight" shape, a reducer is provided on the top of the driving base, a driving motor is provided on the top of the reducer, and a driving gear is provided on the lower side of the reducer close to the rotating assembly; The driving assembly is arranged at a position close to the rack portion, and the driving gear is used for meshing and transmitting with the rack portion.

[0010] In the preferred embodiment, the lifting assembly includes a lifting base, and clamping cylinders are provided on both sides of the lifting base. Clamping claws are provided on the top of the clamping cylinders, and a liftable lifting rod is provided between the clamping claws, and the clamping claws are used to clamp the lifting rod.

[0011] In the preferred embodiment, a shell is provided on the top of the lifting base, a group of lifting motors are provided on one side of the shell, and a clamping wheel is provided at the output shaft end of the lifting motor, and the clamping wheel is used to control the lifting and lowering of the lifting rod; The lifting rod is a multi-section splicing type, each section is connected by threads, the outer cylindrical surface of each section is provided with evenly distributed protrusions, the outer cylindrical surface of the clamping wheel is provided with grooves adapted to the protrusions, and the bottom end of the first section of the lifting rod is provided with a connecting sleeve for connecting the casting template.

[0012] In the preferred embodiment, the casting template includes a plurality of arc-shaped plates, side plates are provided on both sides of the arc-shaped plates, long holes are provided on the side plates, and the arc-shaped plates are butt-jointed and assembled into a circular ring shape through the side plates; A multi-layer annular inner support frame is also provided on the inner side of the arc plate. The inner support frame is segmented and spliced, and each segment is connected by bolts through long holes. A connecting seat is also provided on the upward side of the inner support frame, and the connecting seat is used to be connected to the connecting sleeve.

[0013] In the preferred embodiment, a second sleeve is further provided on the inner side of the arc plate, the arc plate and the inner support frame are connected via a support frame pressing plate, and both sides of the support frame pressing plate are connected to the second sleeve via bolts; A first sleeve is also provided on the top of the arc-shaped plate, and an adjusting bolt is provided through the first sleeve. The adjusting bolt is used to fine-tune the distance between the arc-shaped plate and the well wall.

[0014] A construction method using the above-mentioned reverse construction method pipe jacking shaft wall rapid construction device comprises: S1. First, build a steel cage in the casting trough, then place the casting template in the casting trough and apply a release agent on its outer surface, and then pour concrete to complete the first layer of the shaft; S2, then install the rotating assembly at the edge of the first-level vertical shaft opening; S3, then rotating the lifting assembly above the assembly to connect it with the casting formwork below; S4, arranging the driving assembly on one side of the rotating assembly; S5, continue to dig and build the steel cage. After the steel cage is completed, start the drive assembly to rotate the casting formwork for demoulding; S6. After demoulding is completed, the lifting assembly is started to lower the casting template to the next casting section; S7. Repeat steps S5-S6 to complete all pouring sections. After the final pouring is completed, the pouring template is disassembled into blocks and then hoisted out of the well by the lifting assembly to complete the shaft wall construction of the entire vertical shaft.

[0015] The present invention provides a reverse pipe jacking shaft wall rapid construction device and construction method, which has the following beneficial effects: 1. The present invention forms a rapid construction device for the shaft wall of a reverse-type jacking pipe by arranging structures such as a rotating component, a driving component, a lifting component and a casting template, which changes the conventional reverse-type shaft wall construction method in which materials need to be hoisted multiple times by a crane, reduces the number of hoisting times, greatly shortens the construction time, and significantly improves the construction efficiency.

[0016] 2. In the construction device and method of the present invention, the arc-shaped plate is assembled into a circular ring by connecting the side plates and a multi-layer annular inner support frame is provided on the inside. The inner support frame is spliced ​​in sections and connected by bolts through long holes. At the same time, the top of the arc-shaped plate is provided with adjustment bolts for fine-tuning the distance with the shaft wall, etc., so that the forming quality of the shaft wall can be better controlled during the construction process. Compared with conventional construction methods, the difficulty of quality control is greatly reduced, and the construction quality of the shaft wall is effectively guaranteed. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] The present invention will be further described below in conjunction with the accompanying drawings and embodiments: Figure 1 is an axonometric view of the construction device of the present invention; Figure 2 is a cross-sectional schematic diagram of a construction device of the present invention; Figure 3 is a cross-sectional schematic diagram of the rotating assembly of the present invention; Figure 4 It is a cross-sectional schematic diagram of the construction device of the present invention from another direction; Figure 5 It is an axonometric view of the construction device of the present invention from another direction; Figure 6 is an axonometric view of the lifting assembly of the present invention; Figure 7 is a schematic cross-sectional view of a lifting assembly of the present invention; Figure 8 is an axonometric view of the clamping wheel of the present invention; Fig. 9 is an isometric view of the casting mold of the present invention; Fig.10 The present invention Fig. 9 Enlarged view of area A in the middle; Fig.11 The present invention Fig. 9 Enlarged view of area B in the middle; Fig.12 is an axonometric view of the curved plate of the present invention; Fig.13 is an axonometric view of the inner support frame of the present invention; Fig.14 It is a schematic diagram of the layout of the construction device of the present invention; Fig.15 It is a schematic diagram of lowering the casting mold of the present invention.

[0018] In the figure: rotating component 1; rotating base 101; rotating top plate 102; rack part 103; lifting hook 104; connecting bolt 105; guide rail 106; wear-resistant layer 107; hook seat 108; roller 109; driving component 2; driving base 201; reducer 202; driving motor 203; driving gear 204; lifting component 3; lifting base 301; clamping cylinder 302; clamping claw 303; shell 304; lifting rod 305; protrusion 306; clamping wheel 307; connecting sleeve 308; lifting motor 309; groove 310; casting mold 4; arc plate 401; inner support frame 402; connecting seat 403; support frame pressure plate 404; adjusting bolt 405; first sleeve 406; outer mold rib 407; second sleeve 408; side plate 409; long hole 410; steel cage 5. DETAILED DESCRIPTION

[0019] Example 1 like Figure 1-15 As shown, a device for rapid construction of the shaft wall of a vertical pipe jacking using a reverse method includes a ring-shaped rotating component 1, a driving component 2 is provided on one side of the rotating component 1, the driving component 2 is used to drive the rotating component 1 to rotate, a plurality of lifting components 3 are provided above the rotating component 1, and a casting template 4 is provided below the lifting component 3.

[0020] In the preferred embodiment, the rotating assembly 1 includes an annular rotating base 101, a rotatable annular rotating top plate 102 is provided on the top of the rotating base 101, a hook seat 108 is provided between the rotating top plate 102 and the rotating base 101, and the rotating top plate 102 and the hook seat 108 are connected by bolts.

[0021] In the preferred embodiment, a guide rail 106 is further provided on one side of the rotating base 101 , a roller 109 is provided between the lower outer side of the guide rail 106 and the hook seat 108 , and a smooth wear-resistant layer 107 is provided between the top of the guide rail 106 and the lower side of the rotating top plate 102 .

[0022] In a preferred embodiment, a rack portion 103 is further provided on the outer side of the rotating top plate 102 , and the rack portion 103 is used to be connected to the driving assembly 2 .

[0023] In the preferred embodiment, the driving assembly 2 includes a driving base 201, which is arranged in an "eight" shape, a reducer 202 is arranged above the driving base 201, a driving motor 203 is arranged on the top of the reducer 202, and a driving gear 204 is arranged below the reducer 202 on one side close to the rotating assembly 1; The driving assembly 2 is arranged near the rack portion 103 , and the driving gear 204 is used for meshing with the rack portion 103 for transmission.

[0024] In the preferred embodiment, the lifting assembly 3 includes a lifting base 301, and clamping cylinders 302 are provided on both sides of the lifting base 301. Clamping claws 303 are provided at the top of the clamping cylinders 302. A liftable lifting rod 305 is provided between the clamping claws 303, and the clamping claws 303 are used to clamp the lifting rod 305.

[0025] In the preferred embodiment, a housing 304 is provided on the top of the lifting base 301, a group of lifting motors 309 are provided on one side of the housing 304, and a clamping wheel 307 is provided at the output shaft end of the lifting motor 309, and the clamping wheel 307 is used to control the lifting and lowering of the lifting rod 305; The lifting rod 305 is a multi-section splicing type, each section is connected by a thread, the outer cylindrical surface of each section is provided with evenly distributed protrusions 306, the outer cylindrical surface of the clamping wheel 307 is provided with a groove 310 adapted to the protrusion 306, and the bottom end of the first section of the lifting rod 305 is provided with a connecting sleeve 308, which is used to connect the casting template 4.

[0026] In the preferred embodiment, the casting template 4 includes a plurality of arc-shaped plates 401, side plates 409 are provided on both sides of the arc-shaped plates 401, and long holes 410 are provided on the side plates 409. The arc-shaped plates 401 are connected and assembled into a circular ring shape through the side plates 409; A multi-layer annular inner support frame 402 is also provided on the inner side of the arc plate 401. The inner support frame 402 is segmented and each segment is connected by bolts through a long hole 410. A connecting seat 403 is also provided on the upward side of the inner support frame 402. The connecting seat 403 is used to connect to the connecting sleeve 308.

[0027] In the preferred embodiment, a second sleeve 408 is further provided on the inner side of the arc plate 401, and the arc plate 401 is connected to the inner support frame 402 via a support frame pressing plate 404, and both sides of the support frame pressing plate 404 are connected to the second sleeve 408 via bolts; A first sleeve 406 is further provided at the top of the arc plate 401 . An adjusting bolt 405 is provided passing through the first sleeve 406 . The adjusting bolt 405 is used to fine-tune the distance between the arc plate 401 and the well wall.

[0028] Example 2 Further illustrate with reference to Example 1, Figure 1-15The structure shown in FIG. 1 is applied with the construction method of the above-mentioned reverse construction method for the quick construction device for the shaft wall of a pipe jacking shaft, and the method comprises: S1, first build a steel cage 5 in the casting trough, then place the casting template 4 in the casting trough and apply a release agent on its outer surface, and then pour concrete to complete the first layer of the shaft; S2, then install the rotating assembly 1 at the edge of the first-level vertical shaft opening; S2.1 First, the rotating base 101 is arranged at the wellhead, and then the rotating top plate 102 is placed on the guide rail 106 so that the smooth wear-resistant layer 107 fits with each other; S2.2 Install the hook seat 108 on the outer side of the rotating top plate 102 so that the roller on the hook seat 108 fits with the lower side of the guide rail 106; S3, the lifting component 3 above the rotating component 1 is connected to the casting template 4 below; S3.1 Move the lifting rod 305 from below the lifting motor 309 to above the inner support frame 402, and connect the connecting sleeve 308 to the connecting seat 403; S3.2, when the length of the lifting rod 305 at the bottom is not enough, it is necessary to add a lifting rod 305 at the top; S4, then arrange the driving component 2 on one side of the rotating component 1; S4.1 The driving gear 204 in the driving assembly 2 is meshed with the rack portion 103, and the driving base 201 is fixed on the ground.

[0029] S5, continue to dig and build the steel cage 5. After the steel cage 5 is completed, start the driving assembly 2 to rotate the casting template 4 for demoulding; S5.1 Before the drive assembly 2 is started, the clamping cylinder 302 needs to be driven first to make the clamping claw 303 clamp the lifting rod 305, and then the drive motor 203 is started to rotate the casting template 4. When the next layer needs to be rotated, the drive motor 203 rotates the casting template 4 in the opposite direction to avoid the rack part 103 from completing its stroke. Each rotation only requires micro-movement demoulding; S6, after demoulding is completed, start the lifting component 3 to lower the casting template 4 to the next casting section; S7. Repeat steps S5-S6 to complete all pouring sections. After the final pouring is completed, the pouring template 4 is disassembled into blocks and then hoisted out of the shaft by the lifting assembly 3 to complete the shaft wall construction of the entire shaft.

[0030] The detailed steps of a construction method of a reverse pipe jacking shaft wall rapid construction device are as follows: In the casting trough, the longitudinal reinforcement is arranged first according to the requirements of the design drawings. The number, diameter and spacing of the longitudinal reinforcement must be determined strictly in accordance with the design specifications. The transverse reinforcement is arranged on the longitudinal reinforcement at a certain spacing, and the longitudinal reinforcement and the transverse reinforcement are connected into an integral reinforcement cage by tying or welding. During the construction process, tools such as the reinforcement positioning bracket are required to ensure the accurate position and uniform spacing of the reinforcement.

[0031] Carefully hoist the pre-assembled casting template 4 into the casting trough by lifting equipment, so that the center of the template is aligned with the center of the casting trough. When placing the template, care should be taken to avoid collision between the template and the steel cage, which may damage the steel cage or the template. After the template is in place, evenly apply a layer of release agent on the outer surface of the casting template 4. The choice of release agent should be reasonably selected according to the material of the template and the construction environment to ensure good demoulding effect without affecting the surface quality of the concrete.

[0032] Use concrete pumps and other equipment to deliver the mixed concrete to the pouring trough. During the pouring process, it should be carried out in accordance with the principle of layered pouring. After each layer of concrete is poured, use a vibrator to vibrate it to ensure that the concrete is dense and free of bubbles, so as to ensure that the upper and lower layers of concrete are tightly combined. After pouring, the concrete surface is plastered to make it smooth.

[0033] First, accurately place the rotating base 101 at the predetermined position of the first-level shaft mouth. Before installation, the surface of the mouth needs to be cleaned to ensure that it is flat and clean. Use measuring instruments to accurately adjust the position and levelness of the rotating base to ensure that its center coincides with the center of the shaft and the levelness error is controlled within the allowable range. Place the rotating top plate 102 on top of the guide rail 106 so that the smooth wear-resistant layer 107 under the rotating top plate 102 fits tightly with the top of the guide rail 106. During the placement process, care must be taken to avoid collision between the rotating top plate and the guide rail to avoid damage to the wear-resistant layer or the guide rail.

[0034] Then install the hook seat 108 on the outside of the rotating top plate 102. During installation, ensure that the hook seat 108 is positioned accurately and firmly connected to the rotating top plate 102. Make the roller 109 on the hook seat 108 fit the bottom of the guide rail 106, and adjust the position of the roller so that it can roll freely on the guide rail. After the installation is completed, perform preliminary debugging on the rotating assembly to check whether the rotating top plate rotates smoothly and whether there is any jamming.

[0035] The lifting rod 305 is lowered to the top of the inner support frame 402 through the lifting motor 309. During the lowering process, the lowering speed and position of the lifting rod must be closely monitored to ensure that the lifting rod reaches the predetermined position accurately. When the lifting rod 305 reaches the top of the inner support frame 402, the connecting sleeve 308 is accurately aligned with the connecting seat 403, and they are firmly connected together using bolts or other connecting parts. When connecting, it is necessary to ensure that the connecting sleeve and the connecting seat fit tightly without gaps.

[0036] During the lowering process of the lifting rod 305, if the length is not enough, it is necessary to add a lifting rod 305 on top. When adding a lifting rod, first align the new lifting rod with the existing lifting rod, make the threaded parts of the two lifting rods accurately butt together, and use a wrench or other tools to tighten the threaded connection to ensure a firm connection. After the addition is completed, check the overall verticality and connection strength of the lifting rod to ensure that it can work normally.

[0037] The driving gear 204 in the driving assembly 2 is meshed with the rack portion 103 on the outside of the rotating top plate 102. During the meshing process, the position of the driving assembly needs to be accurately adjusted to ensure that the meshing clearance between the driving gear and the rack portion meets the requirements. Generally speaking, the meshing clearance should be controlled between 0.2-0.5mm to ensure the accuracy and stability of the transmission. The driving base 201 is fixed to the ground and firmly fixed with anchor bolts or other fixing methods to ensure that the driving assembly does not move during operation.

[0038] After continuing to dig the shaft and building the steel cage 5, the demoulding operation is ready. Before the drive assembly 2 is started, the clamping cylinder 302 is driven first to make the clamping claw 303 clamp the lifting rod 305. The working pressure of the clamping cylinder needs to be reasonably adjusted according to the diameter of the lifting rod and the clamping force requirements to ensure that the clamping claw can firmly clamp the lifting rod, start the drive motor 203, reduce the speed and increase the torque through the reducer 202, and drive the driving gear 204 to rotate. The driving gear 204 is meshed with the rack part 103 for transmission, so that the rotating top plate 102 drives the casting template 4 to rotate to achieve demoulding.

[0039] When the next layer needs to be rotated, the driving motor 203 rotates the casting template 4 in the opposite direction to avoid the rack part 103 from completing its stroke. Each rotation only requires slight demoulding. Generally, the rotation angle is controlled between 5°-10° to prevent excessive bonding between the template and concrete, which may cause difficulty in demoulding or damage to the template.

[0040] After demoulding is completed, the lifting motor 309 of the lifting assembly 3 is started. The lifting motor 309 controls the lifting rod 305 to descend through the cooperation of the clamping wheel 307 and the lifting rod 305, and lowers the casting template 4 to the predetermined position of the next casting section. During the lowering process, it is necessary to pay close attention to the descending speed and position of the lifting rod to ensure that the casting template accurately reaches the predetermined position. At the same time, by adjusting the adjusting bolt 405 in the first sleeve 406, the distance between the arc plate 401 and the well wall is finely adjusted to make the position of the template meet the design requirements.

[0041] Repeat steps S5-S6, and according to the above-mentioned construction method, continuously repeat the operations of digging, building the steel cage, demoulding, lowering the casting formwork, etc., to complete the construction of all casting sections. During each construction process, the construction quality must be strictly inspected to ensure that the construction quality of the steel cage, the pouring quality of the concrete, and the installation quality of the formwork meet the requirements. After the final pouring is completed, the casting formwork 4 is disassembled in blocks. During disassembly, first loosen the bolts connecting the arc plate to separate the arc plate 401 from other components, and then remove the inner support frame 402, the support frame pressure plate 404 and other components in turn. During the disassembly process, pay attention to protecting the formwork and other components to avoid damage.

[0042] After disassembly, it is hoisted out of the well by the lifting assembly 3. The lifting motor 309 is started to raise the lifting rod 305, driving the connecting sleeve 308 and the template components connected thereto to rise. During the lifting process, it is necessary to ensure that the lifting speed is uniform to avoid excessive shaking of the template components. When the template components are lifted to the wellhead position, they are lifted and transported to the designated location for storage using lifting equipment.

[0043] The above embodiments are only preferred technical solutions of the present invention and should not be regarded as limiting the present invention. The protection scope of the present invention shall be the technical solutions recorded in the claims, including equivalent replacement solutions of the technical features in the technical solutions recorded in the claims. That is, equivalent replacement improvements within this scope are also within the protection scope of the present invention.

Claims

1. A device for rapid construction of a vertical shaft wall by reverse pipe jacking, characterized by: It comprises an annular rotating assembly (1), a driving assembly (2) being provided on one side of the rotating assembly (1), the driving assembly (2) being used to drive the rotating assembly (1) to rotate, a plurality of lifting assemblies (3) being provided above the rotating assembly (1), and a casting template (4) being provided below the lifting assemblies (3).

2. According to claim 1, a device for rapid construction of a vertical shaft wall by reverse pipe jacking, characterized in that: The rotating assembly (1) comprises an annular rotating base (101), a rotatable annular rotating top plate (102) is provided on the top of the rotating base (101), a hook seat (108) is provided between the rotating top plate (102) and the rotating base (101), and the rotating top plate (102) and the hook seat (108) are connected by bolts.

3. According to claim 2, a device for rapid construction of a vertical shaft wall by reverse pipe jacking, characterized in that: A guide rail (106) is further provided on one side of the rotating base (101), a roller (109) is provided between the lower outer side of the guide rail (106) and the hook seat (108), and a smooth wear-resistant layer (107) is provided between the top of the guide rail (106) and the lower side of the rotating top plate (102).

4. According to claim 2, a device for rapid construction of a vertical shaft wall by reverse pipe jacking method, characterized in that: A rack portion (103) is also provided on the outer side of the rotating top plate (102), and the rack portion (103) is used to be connected to the driving assembly (2).

5. According to claim 1, a device for rapid construction of a vertical shaft wall by reverse pipe jacking, characterized in that: The driving assembly (2) comprises a driving base (201), the driving base (201) is arranged in an "eight" shape, a reducer (202) is arranged above the driving base (201), a driving motor (203) is arranged on the top of the reducer (202), and a driving gear (204) is arranged below a side of the reducer (202) close to the rotating assembly (1); The driving assembly (2) is arranged at a position close to the rack portion (103), and the driving gear (204) is used for meshing with the rack portion (103) for transmission.

6. According to claim 1, a device for rapid construction of a vertical shaft wall by reverse pipe jacking method, characterized in that: The lifting assembly (3) comprises a lifting base (301), clamping cylinders (302) are provided on both sides of the lifting base (301), clamping claws (303) are provided at the top of the clamping cylinders (302), a lifting rod (305) that can be raised and lowered is provided between the clamping claws (303), and the clamping claws (303) are used to clamp the lifting rod (305).

7. A device for rapid construction of a vertical shaft wall by reverse pipe jacking method according to claim 6, characterized in that: A housing (304) is provided on the top of the lifting base (301), a group of lifting motors (309) are provided on one side of the housing (304), and a clamping wheel (307) is provided at the output shaft end of the lifting motor (309), and the clamping wheel (307) is used to control the lifting and lowering of the lifting rod (305); The lifting rod (305) is a multi-section splicing type, each section is connected by a thread, the outer circumferential surface of each section is provided with evenly distributed protrusions (306), the outer circumferential surface of the clamping wheel (307) is provided with a groove (310) adapted to the protrusion (306), and the bottom end of the first section of the lifting rod (305) is provided with a connecting sleeve (308), and the connecting sleeve (308) is used to connect to the casting template (4).

8. According to claim 1, a device for rapid construction of a vertical shaft wall by reverse pipe jacking method, characterized in that: The casting template (4) comprises a plurality of arc-shaped plates (401), side plates (409) are provided on both sides of the arc-shaped plates (401), long holes (410) are provided on the side plates (409), and the arc-shaped plates (401) are butt-jointed and assembled into a circular ring shape through the side plates (409); A multi-layered annular inner support frame (402) is also provided on the inner side of the arc-shaped plate (401). The inner support frame (402) is segmented and spliced, and each segment is connected by bolts through a long hole (410). A connecting seat (403) is also provided on the upward side of the inner support frame (402). The connecting seat (403) is used to be connected to the connecting sleeve (308).

9. The device for rapid construction of a vertical shaft wall by reverse pipe jacking method according to claim 8, characterized in that: A second sleeve (408) is also provided on the inner side of the arc-shaped plate (401); the arc-shaped plate (401) and the inner support frame (402) are connected via a support frame pressing plate (404); and both sides of the support frame pressing plate (404) are connected to the second sleeve (408) via bolts; A first sleeve (406) is also provided at the top of the arc-shaped plate (401), and an adjusting bolt (405) is provided penetrating through the first sleeve (406). The adjusting bolt (405) is used to fine-tune the distance between the arc-shaped plate (401) and the well wall.

10. The construction method of the reverse pipe jacking shaft wall rapid construction device according to any one of claims 1 to 9, characterized in that: The method includes: S1, first build a steel cage (5) in the casting trough, then place the casting template (4) in the casting trough and apply a release agent on its outer surface, and then pour concrete to complete the first layer of the shaft; S2, installing the rotating assembly (1) at the edge of the first-level vertical shaft opening; S3, connecting the lifting assembly (3) above the rotating assembly (1) to the casting formwork (4) below; S4, arranging the driving component (2) on one side of the rotating component (1); S5, continue digging and build the steel cage (5). After the steel cage (5) is completed, start the driving assembly (2) to rotate the casting template (4) for demoulding; S6, after demoulding is completed, start the lifting component (3) to lower the casting template (4) to the next casting section; S7, repeating steps S5-S6 to complete all the pouring sections, and then after the final pouring is completed, dismantling the pouring template (4) in blocks, and then hoisting it out of the shaft by the lifting assembly (3), thus completing the shaft wall construction of the entire shaft.

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