Concrete pipe-jacking pouring equipment with built-in corrugated steel framework and method of concrete pipe-jacking pouring equipment

By combining the design of support positioning components, centrifugal casting components, and casting pressing components, the stability and inner wall smoothness issues of concrete jacking pipe forming equipment are solved, achieving efficient automatic centrifugal casting and inner wall pressing, thus improving production efficiency and forming quality.

CN121756459APending Publication Date: 2026-03-31武汉华源电力设计院有限公司
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202512036795.2
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-12-31
Publication Date
2026-03-31

AI Technical Summary

Technical Problem

Existing concrete pipe jacking equipment has shortcomings in stability, support positioning, and inner wall smoothness, which affect production efficiency and quality.

Method used

By employing support and positioning components, centrifugal casting components, centrifugal driving components, and casting pressing components, and through the combined design of support and positioning frame, centrifugal casting shell, annular baffle and circular pressing roller, automatic centrifugal casting and inner wall pressing are achieved, which assists in support and positioning and improves molding accuracy.

Benefits of technology

It improves the stability of the equipment and the production efficiency of concrete jacking pipes, ensures the smoothness of the inner wall and the quality of molding, and facilitates transportation and disassembly.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN121756459A_ABST
    Figure CN121756459A_ABST
Patent Text Reader

Abstract

The invention provides concrete pipe-jacking pouring equipment with a built-in corrugated steel framework and a method thereof, and relates to the technical field of concrete pipe-jacking forming. The concrete pipe-jacking pouring equipment comprises a supporting positioning piece, a centrifugal pouring piece, a centrifugal driving piece and a pouring pressing piece; the centrifugal casting piece is mounted on the supporting and positioning piece and is used for forming a concrete jacking pipe; the centrifugal driving part is mounted on the supporting and positioning part and is used for driving the centrifugal pouring part; the pouring pressing piece is mounted on the supporting and positioning piece, is used for guiding concrete and is further used for improving the forming precision of the concrete jacking pipe; workers can conveniently separate the four auxiliary supporting plates from the supporting positioning frame, the occupied space is saved, and turnover transportation is facilitated; the problems that due to the fact that the contact area cannot be increased in an auxiliary mode, the stability of equipment is poor in the using process, and the stability effect of some equipment is improved by increasing the supporting length, but turnover transportation is not convenient are solved.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] This invention belongs to the field of concrete jacking pipe forming technology, and more specifically, it relates to a concrete jacking pipe pouring equipment and method with a built-in corrugated steel skeleton. Background Technology

[0002] Concrete jacking pipes are formed by centrifugal casting, which mainly utilizes the centrifugal force generated by high-speed rotation to compact the concrete and form a uniform pipe wall structure. In addition, centrifugal forming can precisely control the pipe size and ensure a smooth inner wall, making it suitable for pipeline projects with high requirements for structural strength and sealing.

[0003] Currently, the following problems still exist in the forming of concrete jacking pipes: 1. The inability to assist in increasing the contact area leads to poor stability during equipment use. Although some equipment improves stability by increasing the support length, it is inconvenient for turnover and transportation; 2. The lack of a corrugated steel frame positioning structure results in a lot of time being spent adjusting the corrugated steel frame, affecting the production efficiency of concrete jacking pipes; 3. The inability to automatically press the inner wall of the concrete jacking pipe results in an insufficiently smooth inner wall after forming. Summary of the Invention

[0004] This disclosure relates to a concrete jacking pipe pouring device and method with a built-in corrugated steel skeleton, comprising a support positioning component, a centrifugal pouring component, a centrifugal driving component, and a pouring pressing component. It facilitates the separation of four auxiliary support plates from the support positioning frame, saving space and aiding in transport. When the operator rotates the adjusting screw clockwise, the screw moves the skeleton support block upwards, providing auxiliary support to the right end of the corrugated steel skeleton, facilitating its connection with the annular baffle b. The circular pressing roller contacts the centrifugal pouring shell and the annular baffle b, pressing the inner wall of the concrete jacking pipe, resulting in a smoother inner wall after molding. This solves the problems of insufficient contact area, time-consuming adjustments to the corrugated steel skeleton, and an insufficiently smooth inner wall of the molded concrete jacking pipe.

[0005] In a first aspect, this disclosure provides a concrete jacking pipe casting device with a built-in corrugated steel skeleton, comprising: a support positioning component, a centrifugal casting component, a centrifugal driving component, and a casting pressing component; the centrifugal casting component is mounted on the support positioning component and is used to form a concrete jacking pipe; the centrifugal driving component is mounted on the support positioning component and is used to drive the centrifugal casting component; the casting pressing component is mounted on the support positioning component and is used to guide the concrete, and also to improve the forming accuracy of the concrete jacking pipe.

[0006] In at least some embodiments, the support positioning component includes: a support positioning frame and bearings; the support positioning frame has four mounting holes; there are two bearings in total, and the outer rings of the two bearings are connected to the support positioning frame.

[0007] In at least some embodiments, the support positioning component further includes: auxiliary support plates and positioning screws; there are four auxiliary support plates, which are inserted into the support positioning frame, and the bottom of the four auxiliary support plates is flush with the bottom of the support positioning frame; there are four positioning screws, which are threaded onto the support positioning frame, and the bottom ends of the four positioning screws are inserted into the four auxiliary support plates.

[0008] In at least some embodiments, the centrifugal casting component includes: a centrifugal casting shell, a drive gear ring, and an annular baffle a; the centrifugal casting shell is mounted on the inner rings of two bearings; there are two drive gear rings, and the two drive gear rings are fixedly mounted on the outside of the centrifugal casting shell; the annular baffle a is fixedly mounted on the left side of the centrifugal casting shell.

[0009] In at least some embodiments, the centrifugal casting component further includes: an arc-shaped positioning block, an annular baffle b, and a T-shaped limiting block; there are two arc-shaped positioning blocks, and the two arc-shaped positioning blocks are fixedly installed on the right side of the centrifugal casting shell; the annular baffle b is slidably installed on the two arc-shaped positioning blocks; the T-shaped limiting block is fixedly installed at the bottom of the annular baffle b.

[0010] In at least some embodiments, the centrifugal casting component further includes: a skeleton support block, an adjusting screw, and an L-shaped limiting bracket; the skeleton support block is slidably mounted on the centrifugal casting shell; the top end of the adjusting screw is rotatably mounted on the centrifugal casting shell, and the adjusting screw is also threadedly connected to the skeleton support block; two L-shaped limiting brackets are provided, and the two L-shaped limiting brackets are fixedly mounted on the front and rear sides of the skeleton support block, and the right ends of the two L-shaped limiting brackets are in contact with the T-shaped limiting block.

[0011] In at least some embodiments, the centrifugal drive includes: a dual-axis motor and drive gears; the dual-axis motor is fixedly mounted on a support positioning frame; there are two drive gears, and the two drive gears are fixedly mounted on the output shaft of the dual-axis motor, and the two drive gears are meshed with two drive gear rings.

[0012] In at least some embodiments, the casting pressing component includes: an L-shaped mounting bracket, a drive motor, a circular mounting shaft, and a circular guide rod; the L-shaped mounting bracket is fixedly mounted on the left side of the support positioning bracket; the drive motor is fixedly mounted on the L-shaped mounting bracket; the circular mounting shaft is fixedly mounted on the output shaft of the drive motor; there are two circular guide rods, and the two circular guide rods are slidably mounted on the circular mounting shaft.

[0013] In at least some embodiments, the pouring pressing component further includes: a circular pressing roller and a concrete guide box; the circular pressing roller is fixedly installed on the top of two circular guide rods; the concrete guide box is fixedly installed on the two circular guide rods, and the bottom of the concrete guide box is in contact with the circular mounting shaft; the concrete guide box has two rows of concrete guiding holes, and a flexible hose connector is provided on the right side of the concrete guide box.

[0014] In another aspect, this disclosure provides a method for pouring concrete jacking pipes with a built-in corrugated steel skeleton, the method comprising the following steps: 1) Secure the support positioning frame with four bolts and four mounting holes, and then connect the external concrete conveying hose to the hose connector; 2) Insert the four auxiliary support plates into the support positioning frame, and then tighten the four positioning screws so that the bottom ends of the four positioning screws are inserted into the four auxiliary support plates. 3) Insert the entire left end of the corrugated steel frame into the circular groove on the centrifugal casting shell, and then make the right end of the corrugated steel frame contact with the frame support block. 4) Slide the annular baffle b onto the two arc-shaped positioning blocks, and then rotate the adjusting screw to make the inner wall of the skeleton support block flush with the inner wall of the centrifugally cast shell. 5) Start the dual-shaft motor, then transport the concrete to the concrete guide box. After the concrete is transported, start the drive motor so that the output shaft of the drive motor drives the circular mounting shaft to rotate half a turn. 6) After molding is complete, turn off the dual-axis motor and restart the drive motor to make the output shaft of the drive motor drive the circular mounting shaft to reset. 7) Rotate the adjusting screw to make the adjusting screw drive the frame support block to continue to move downward, ensuring that the right ends of the two L-shaped limit frames are separated from the T-shaped limit blocks.

[0015] Compared with the prior art, the present invention has the following beneficial effects: 1. The four auxiliary support plates of this invention increase the contact area of ​​the support positioning frame, making the support positioning frame more stable after installation; it also makes it easier for workers to separate the four auxiliary support plates from the support positioning frame, saving space and facilitating turnover and transportation.

[0016] 2. When the dual-shaft motor is working, the centrifugal casting shell rotates automatically under the action of two drive gear rings and two drive gears, realizing the automatic centrifugal casting and forming of the concrete jacking pipe; the setting of the annular baffle a and annular baffle b plays a positioning role for the corrugated steel skeleton, so that the corrugated steel skeleton can be located at the center of the formed concrete jacking pipe, ensuring the production quality of the concrete jacking pipe. Furthermore, when the worker turns the adjusting screw clockwise, the adjusting screw moves the frame support block upward, providing auxiliary support to the right end of the corrugated steel frame, facilitating the connection between the right end of the corrugated steel frame and the annular baffle b; when the adjusting screw moves the frame support block upward, the right ends of the two L-shaped limiting frames separate from the T-shaped limiting blocks, facilitating the installation of the annular baffle b; when the inner wall of the frame support block is flush with the inner wall of the centrifugally cast shell, the right ends of the two L-shaped limiting frames contact the T-shaped limiting blocks, providing a limiting function for the annular baffle b; after molding is completed, the frame support block is moved downward by adjusting the screw, causing the right ends of the two L-shaped limiting frames to separate from the T-shaped limiting blocks, facilitating the disassembly of the annular baffle b.

[0017] 3. This invention facilitates the connection of the concrete conveying hose to the hose connector. The two rows of concrete guide holes divert the concrete in the concrete guide box. When the output shaft of the drive motor rotates the circular mounting shaft half a turn, the two circular guide rods slide under the gravity of the circular pressing roller and the concrete guide box, causing the circular pressing roller to contact the centrifugal casting shell and the annular baffle b, pressing the inner wall of the concrete jacking pipe and making the inner wall of the concrete jacking pipe smoother after molding. When the output shaft of the drive motor resets the circular mounting shaft, the two circular guide rods also slide under the gravity of the circular pressing roller and the concrete guide box, causing the bottom of the concrete guide box to contact the circular mounting shaft, ensuring that the bottom ends of the two circular guide rods do not contact the concrete, and the circular pressing roller also does not contact the concrete. Attached Figure Description

[0018] To more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings of the embodiments will be briefly described below.

[0019] The accompanying drawings described below are only related to some embodiments of the invention and are not intended to limit the invention.

[0020] In the attached diagram: Figure 1 A three-dimensional structural schematic diagram of the present invention is shown; Figure 2 A schematic diagram of the structure of the support positioning component of the present invention is shown; Figure 3 A schematic diagram of the structure of the centrifugal casting component of the present invention is shown; Figure 4 The present invention is shown. Figure 1 A schematic diagram of the bottom view structure; Figure 5 The present invention is shown. Figure 4 A magnified schematic diagram of a portion of region A in the middle; Figure 6 The present invention is shown. Figure 1 A schematic diagram of the central cross-section structure; Figure 7 The present invention is shown. Figure 6 A magnified schematic diagram of a portion of region B in the middle; Figure 8 The present invention is shown. Figure 6 A magnified schematic diagram of a portion of region C in the middle; Figure 9 The present invention is shown. Figure 1 A schematic diagram of the structure from the right side perspective; Figure 10 A schematic diagram of the casting and pressing component of the present invention is shown.

[0021] List of reference numerals in the attached diagram: 100. Support and positioning component; 101. Support and positioning frame; 1011. Mounting hole; 102. Bearing; 103. Auxiliary support plate; 104. Positioning screw; 200. Centrifugal casting component; 201. Centrifugal casting shell; 202. Drive gear ring; 203. Annular baffle a; 204. Arc-shaped positioning block; 205. Annular baffle b; 206. T-shaped limiting block; 207. Frame support block; 208. Adjusting screw; 209. L-shaped limiting frame; 300. Centrifugal drive component; 301. Dual-shaft motor; 302. Drive gear; 400. Pouring pressing component; 401. L-shaped mounting bracket; 402. Drive motor; 403. Circular mounting shaft; 404. Circular guide rod; 405. Circular pressing roller; 406. Concrete guide box; 4061. Concrete guide hole; 4062. Hose connector. Detailed Implementation

[0022] To make the objectives, solutions, and advantages of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Unless otherwise stated, the terms used herein have their ordinary meanings in the art. The same reference numerals in the drawings represent the same parts.

[0023] Example: Please refer to Figures 1 to 10 As shown: This invention provides a concrete jacking pipe pouring device with a built-in corrugated steel skeleton, including: a support positioning component 100, a centrifugal pouring component 200, a centrifugal driving component 300, and a pouring pressing component 400; the centrifugal pouring component 200 is installed on the support positioning component 100 and is used to form the concrete jacking pipe; the centrifugal driving component 300 is installed on the support positioning component 100 and is used to drive the centrifugal pouring component 200; the pouring pressing component 400 is installed on the support positioning component 100 and is used to guide the concrete, and the pouring pressing component 400 is also used to improve the forming accuracy of the concrete jacking pipe.

[0024] In this embodiment of the disclosure, such as Figure 2 As shown, the support positioning component 100 includes: a support positioning frame 101 and bearings 102; the support positioning frame 101 has four mounting holes 1011; there are two bearings 102, and the outer rings of the two bearings 102 are connected to the support positioning frame 101; the support positioning component 100 also includes: auxiliary support plates 103 and positioning screws 104; there are four auxiliary support plates 103, and the four auxiliary support plates 103 are inserted into the support positioning frame 101, and the bottom of the four auxiliary support plates 103 is flush with the bottom of the support positioning frame 101; there are four positioning screws 104, and the four positioning screws 104 are threadedly connected to the support positioning frame 101, and the bottom ends of the four positioning screws 104 are inserted into the four auxiliary support plates 103; Its specific functions are as follows: Since the four auxiliary support plates 103 are inserted into the support positioning frame 101, and the bottom of the four auxiliary support plates 103 is flush with the bottom of the support positioning frame 101, the contact area of ​​the support positioning frame 101 is increased, making the support positioning frame 101 more stable after installation; and since the four positioning screws 104 are threaded onto the support positioning frame 101, and the bottom of the four positioning screws 104 is inserted into the four auxiliary support plates 103, it is convenient for workers to separate the four auxiliary support plates 103 from the support positioning frame 101, saving space and facilitating turnover and transportation.

[0025] In this embodiment of the disclosure, such as Figure 3 , Figure 5 , Figure 7 and Figure 8As shown, the centrifugal casting component 200 includes: a centrifugal casting shell 201, a drive gear ring 202, and an annular baffle a203; the centrifugal casting shell 201 is mounted on the inner rings of two bearings 102; two drive gear rings 202 are provided, and the two drive gear rings 202 are fixedly mounted on the outside of the centrifugal casting shell 201; the annular baffle a203 is fixedly mounted on the left side of the centrifugal casting shell 201; the centrifugal casting component 200 also includes: an arc-shaped positioning block 204, an annular baffle b205, and a T-shaped limiting block 206; two arc-shaped positioning blocks 204 are provided, and the two arc-shaped positioning blocks 204 are fixedly mounted on the right side of the centrifugal casting shell 201; the annular baffle b205 slides... The centrifugal casting component 200 is further comprising: a skeleton support block 207, an adjusting screw 208, and an L-shaped limiting frame 209; the skeleton support block 207 is slidably mounted on the centrifugal casting shell 201; the top end of the adjusting screw 208 is rotatably mounted on the centrifugal casting shell 201, and the adjusting screw 208 is also threadedly connected to the skeleton support block 207; there are two L-shaped limiting frames 209, and the two L-shaped limiting frames 209 are fixedly mounted on the front and rear sides of the skeleton support block 207, and the right ends of the two L-shaped limiting frames 209 are in contact with the T-shaped limiting block 206; The centrifugal drive unit 300 includes: a dual-shaft motor 301 and a drive gear 302; the dual-shaft motor 301 is fixedly mounted on the support positioning frame 101; there are two drive gears 302, and the two drive gears 302 are fixedly mounted on the output shaft of the dual-shaft motor 301, and the two drive gears 302 are meshed with two drive gear rings 202. Its specific functions are as follows: Since the two drive gear rings 202 are fixedly installed on the outside of the centrifugal casting shell 201, and the two drive gears 302 are fixedly installed on the output shaft of the dual-shaft motor 301, and the two drive gears 302 are meshed with the two drive gear rings 202, when the dual-shaft motor 301 is working, the centrifugal casting shell 201 rotates automatically under the action of the two drive gear rings 202 and the two drive gears 302, realizing the automatic centrifugal casting and forming of the concrete jacking pipe; since the two arc-shaped positioning blocks 204 are fixedly installed on the right side of the centrifugal casting shell 201, and the annular baffle b205 is slidably installed on the two arc-shaped positioning blocks 204, and the inner sides of the annular baffle a203 and the annular baffle b205 are provided with circular grooves, which play a positioning role for the corrugated steel skeleton, so that the corrugated steel skeleton can be located at the center of the formed concrete jacking pipe, ensuring the production quality of the concrete jacking pipe; Furthermore, because the frame support block 207 is slidably mounted on the centrifugal casting shell 201, and the top of the adjusting screw 208 is rotatably mounted on the centrifugal casting shell 201, and the adjusting screw 208 is also threadedly connected to the frame support block 207, when the operator rotates the adjusting screw 208 clockwise, the adjusting screw 208 drives the frame support block 207 to move upward, providing auxiliary support for the right end of the corrugated steel frame, facilitating the connection between the right end of the corrugated steel frame and the annular baffle b205; and because the T-shaped limiting block 206 is fixedly mounted on the bottom of the annular baffle b205, and the two L-shaped limiting brackets 209 are fixedly mounted on the frame support block 207... On the front and rear sides of 7, when the adjusting screw 208 moves the skeleton support block 207 upward, the right ends of the two L-shaped limit frames 209 separate from the T-shaped limit block 206, facilitating the installation of the annular baffle b205; when the inner wall of the skeleton support block 207 is flush with the inner wall of the centrifugal casting shell 201, the right ends of the two L-shaped limit frames 209 contact the T-shaped limit block 206, which limits the annular baffle b205; after molding, the skeleton support block 207 is moved downward by the adjusting screw 208, so that the right ends of the two L-shaped limit frames 209 separate from the T-shaped limit block 206, facilitating the disassembly of the annular baffle b205.

[0026] In this embodiment of the disclosure, such as Figure 9 and Figure 10 As shown, the pouring pressing component 400 includes: an L-shaped mounting bracket 401, a drive motor 402, a circular mounting shaft 403, and circular guide rods 404; the L-shaped mounting bracket 401 is fixedly mounted on the left side of the support positioning bracket 101; the drive motor 402 is fixedly mounted on the L-shaped mounting bracket 401; the circular mounting shaft 403 is fixedly mounted on the output shaft of the drive motor 402; there are two circular guide rods 404, and the two circular guide rods 404 are slidably mounted on the circular mounting shaft 403; the pouring pressing component 400 also includes: a circular pressing roller 405 and a concrete guide box 406; the circular pressing roller 405 is fixedly mounted on the top of the two circular guide rods 404; the concrete guide box 406 is fixedly mounted on the two circular guide rods 404, and the bottom of the concrete guide box 406 is in contact with the circular mounting shaft 403; the concrete guide box 406 has two rows of concrete guide holes 4061, and a hose connector 4062 is provided on the right side of the concrete guide box 406; Its specific function is as follows: Because the concrete guide box 406 has two rows of concrete guide holes 4061, and a hose connector 4062 is provided on the right side of the concrete guide box 406, it is convenient for workers to connect the concrete conveying hose to the hose connector 4062. The two rows of concrete guide holes 4061 divert the concrete in the concrete guide box 406. Furthermore, because the circular mounting shaft 403 is fixedly mounted on the output shaft of the drive motor 402, and two circular guide rods 404 are slidably mounted on the circular mounting shaft 403, and the circular pressing roller 405 is fixedly mounted on the top of the two circular guide rods 404, when the output shaft of the drive motor 402 drives the circular mounting shaft 403 to rotate half a turn... The two circular guide rods 404 slide under the gravity of the circular pressing roller 405 and the concrete guide box 406, causing the circular pressing roller 405 to contact the centrifugal casting shell 201 and the annular baffle b205, thus pressing the inner wall of the concrete jacking pipe and making the inner wall of the concrete jacking pipe smoother after molding. When the output shaft of the drive motor 402 drives the circular mounting shaft 403 to reset, the two circular guide rods 404 also slide under the gravity of the circular pressing roller 405 and the concrete guide box 406, causing the bottom of the concrete guide box 406 to contact the circular mounting shaft 403, ensuring that the bottom ends of the two circular guide rods 404 do not contact the concrete, and the circular pressing roller 405 also does not contact the concrete.

[0027] This invention provides a method for pouring concrete jacking pipes with a built-in corrugated steel skeleton, comprising the following steps: 1) Fix the support positioning frame 101 with four bolts and four mounting holes 1011, and then connect the external concrete conveying hose to the hose connector 4062; 2) Insert the four auxiliary support plates 103 into the support positioning frame 101, and then tighten the four positioning screws 104 so that the bottom ends of the four positioning screws 104 are inserted into the four auxiliary support plates 103. 3) Insert the entire left end of the corrugated steel frame into the circular groove on the centrifugal casting shell 201, and then make the right end of the corrugated steel frame contact with the frame support block 207. 4) Slide the annular baffle b205 onto the two arc-shaped positioning blocks 204, and then rotate the adjusting screw 208 to make the inner wall of the skeleton support block 207 flush with the inner wall of the centrifugal casting shell 201. 5) Start the dual-shaft motor 301, and then transport the concrete to the concrete guide box 406. After the concrete is transported, start the drive motor 402, so that the output shaft of the drive motor 402 drives the circular mounting shaft 403 to rotate half a turn. 6) After molding is completed, turn off the dual-axis motor 301 and start the drive motor 402 again so that the output shaft of the drive motor 402 drives the circular mounting shaft 403 to reset. 7) Rotate the adjusting screw 208 to make the adjusting screw 208 drive the frame support block 207 to continue to move downward, ensuring that the right ends of the two L-shaped limit brackets 209 are separated from the T-shaped limit block 206.

[0028] The specific usage and function of this embodiment are as follows: In use, the support positioning frame 101 is first fixedly installed using four bolts and four mounting holes 1011. Then, the external concrete conveying hose is connected to the hose connector 4062. Four auxiliary support plates 103 are inserted into the support positioning frame 101, and then four positioning screws 104 are tightened so that the bottom ends of the four positioning screws 104 are inserted into the four auxiliary support plates 103. This increases the contact area of ​​the support positioning frame 101, making it more stable after installation. Finally, the entire left end of the corrugated steel frame is inserted into the circular groove on the centrifugal casting shell 201. Next, the right end of the corrugated steel frame is brought into contact with the frame support block 207; this provides auxiliary support for the right end of the corrugated steel frame, facilitating its connection with the annular baffle b205; the annular baffle b205 is slidably mounted on the two arc-shaped positioning blocks 204, and then the adjusting screw 208 is rotated to make the inner wall of the frame support block 207 flush with the inner wall of the centrifugal casting shell 201; the dual-shaft motor 301 is started, and then the concrete is transported to the concrete guide box 406. When the dual-shaft motor 301 is working, the centrifugal casting shell 201 is driven by the two drive gear rings 202 and the two drive gears 302. Under the action of the automatic rotation, the automatic centrifugal casting and molding of the concrete jacking pipe is realized; after the concrete is delivered, the drive motor 402 is started, so that the output shaft of the drive motor 402 drives the circular mounting shaft 403 to rotate half a turn; the two circular guide rods 404 slide under the gravity of the circular pressing roller 405 and the concrete guide box 406, so that the circular pressing roller 405 contacts the centrifugal casting shell 201 and the annular baffle b205, which presses the inner wall of the concrete jacking pipe, making the inner wall of the concrete jacking pipe smoother after molding; after molding is completed, the dual-shaft motor 301 is turned off and the drive motor is started again. Motor 402 drives the output shaft of motor 402 to reset the circular mounting shaft 403; the two circular guide rods 404 also slide under the gravity of the circular pressing roller 405 and the concrete guide box 406, so that the bottom of the concrete guide box 406 contacts the circular mounting shaft 403, ensuring that the bottom ends of the two circular guide rods 404 do not contact the concrete, and the circular pressing roller 405 also does not contact the concrete; rotate the adjusting screw 208, so that the adjusting screw 208 drives the frame support block 207 to continue to move downward, ensuring that the right ends of the two L-shaped limit frames 209 are separated from the T-shaped limit block 206.

[0029] The following points should be noted in this article: 1. The accompanying drawings of the embodiments disclosed herein only relate to the structures involved in the embodiments disclosed herein; other structures can be referred to in general design.

[0030] 2. Where there is no conflict, the embodiments of this disclosure and the features in the embodiments can be combined with each other to obtain new embodiments.

[0031] The above are merely specific embodiments of this disclosure, but the scope of protection of this disclosure is not limited thereto. Any variations or substitutions that can be easily conceived by those skilled in the art within the scope of the technology disclosed in this disclosure should be included within the scope of protection of this disclosure. Therefore, the scope of protection of this disclosure should be determined by the scope of the claims.

Claims

1. A concrete jacking pipe pouring device with a built-in corrugated steel skeleton, comprising: Support positioning piece (100), centrifugal pouring piece (200), centrifugal driving piece (300) and pouring pressing piece (400), characterized in that the centrifugal pouring piece (200) is installed on the support positioning piece (100), the centrifugal pouring piece (200) is used for forming concrete jacking pipe; the centrifugal driving piece (300) is installed on the support positioning piece (100), the centrifugal driving piece (300) is used for driving the centrifugal pouring piece (200); the pouring pressing piece (400) is installed on the support positioning piece (100), the pouring pressing piece (400) is used for guiding concrete, and the pouring pressing piece (400) is also used for improving the forming precision of the concrete jacking pipe.

2. The concrete jacking pipe pouring equipment with a corrugated steel skeleton built therein according to claim 1, characterized in that, The support positioning piece (100) comprises a support positioning frame (101) and a bearing (102); four mounting holes (1011) are formed in the support positioning frame (101); the two bearings (102) are connected with the support positioning frame (101).

3. The concrete jacking pipe pouring equipment with a corrugated steel skeleton built therein according to claim 2, characterized in that, The support positioning piece (100) further comprises an auxiliary support plate (103) and a positioning screw (104); the four auxiliary support plates (103) are inserted into the support positioning frame (101), and the bottoms of the four auxiliary support plates (103) are flush with the bottom of the support positioning frame (101); the four positioning screws (104) are threadedly connected to the support positioning frame (101), and the bottom ends of the four positioning screws (104) are inserted into the four auxiliary support plates (103).

4. The concrete jacking pipe pouring equipment with a corrugated steel skeleton built therein according to claim 3, characterized in that, The centrifugal pouring piece (200) comprises a centrifugal pouring shell (201), a driving gear ring (202) and an annular baffle a (203); the centrifugal pouring shell (201) is installed on the inner rings of the two bearings (102); the two driving gear rings (202) are fixedly installed outside the centrifugal pouring shell (201); the annular baffle a (203) is fixedly installed on the left side of the centrifugal pouring shell (201).

5. The concrete jacking pipe pouring equipment with a corrugated steel skeleton built therein according to claim 4, characterized in that, The centrifugal pouring piece (200) further comprises an arc-shaped positioning block (204), an annular baffle b (205) and a T-shaped limiting block (206); the two arc-shaped positioning blocks (204) are fixedly installed on the right side of the centrifugal pouring shell (201); the annular baffle b (205) is slidingly installed on the two arc-shaped positioning blocks (204); the T-shaped limiting block (206) is fixedly installed on the bottom of the annular baffle b (205).

6. The concrete jacking pipe pouring equipment with a corrugated steel skeleton built therein according to claim 5, characterized in that, The centrifugal pouring piece (200) further comprises a framework support block (207), an adjusting screw (208) and an L-shaped limiting frame (209); the framework support block (207) is slidingly installed on the centrifugal pouring shell (201); the top end of the adjusting screw (208) is rotatably installed on the centrifugal pouring shell (201), and the adjusting screw (208) is further threadedly connected with the framework support block (207); the L-shaped limiting frame (209) is provided with two, and the two L-shaped limiting frames (209) are fixedly installed on the front and back sides of the framework support block (207), and the right ends of the two L-shaped limiting frames (209) are in contact with the T-shaped limiting block (206).

7. The concrete jacking pipe pouring equipment with a corrugated steel skeleton built therein according to claim 6, characterized in that, The centrifugal driving piece (300) comprises a double-shaft motor (301) and a driving gear (302); the double-shaft motor (301) is fixedly installed on the support positioning frame (101); the driving gear (302) is provided with two, and the two driving gears (302) are fixedly installed on the output shafts of the double-shaft motor (301) and are in meshing connection with the two driving gear rings (202).

8. The concrete jacking pipe pouring equipment with a corrugated steel skeleton built therein according to claim 7, characterized in that, The pouring pressing piece (400) comprises an L-shaped mounting frame (401), a driving motor (402), a circular mounting shaft (403) and a circular guide rod (404); the L-shaped mounting frame (401) is fixedly installed on the left side of the support positioning frame (101); the driving motor (402) is fixedly installed on the L-shaped mounting frame (401); the circular mounting shaft (403) is fixedly installed on the output shaft of the driving motor (402); the circular guide rod (404) is provided with two, and the two circular guide rods (404) are slidingly installed on the circular mounting shaft (403).

9. The concrete jacking pipe pouring equipment with a corrugated steel skeleton built therein according to claim 8, characterized in that, The pouring pressing piece (400) further comprises a circular pressing roller (405) and a concrete guide box (406); the circular pressing roller (405) is fixedly installed on the top ends of the two circular guide rods (404); the concrete guide box (406) is fixedly installed on the two circular guide rods (404), and the bottom of the concrete guide box (406) is in contact with the circular mounting shaft (403); two rows of concrete guide holes (4061) are formed in the concrete guide box (406), and a hose connector (4062) is arranged on the right side of the concrete guide box (406).

10. A method of pouring a concrete pipe with a corrugated steel skeleton embedded therein, using a pouring apparatus for a concrete pipe with a corrugated steel skeleton embedded therein according to claim 9, characterized in that, The steps are as follows: 1) The support positioning frame (101) is fixedly installed through four bolts and four mounting holes (1011), and then the hose for conveying concrete is connected with the hose connector (4062); 2) The four auxiliary support plates (103) are inserted on the support positioning frame (101), and then the four positioning screws (104) are tightened, so that the bottom ends of the four positioning screws (104) are inserted in the four auxiliary support plates (103); 3) The left end of the corrugated steel framework is inserted in the circular groove on the centrifugal pouring shell (201), and the right end of the corrugated steel framework is in contact with the framework support block (207). 4), the annular baffle (205) is slidably installed on two arc-shaped positioning blocks (204), and then the adjusting screw (208) is rotated to make the inner wall of the framework support block (207) flush with the inner wall of the centrifugal pouring shell (201); 5), start the double-shaft motor (301), then deliver the concrete into the concrete guide box (406), after the concrete delivery is completed, start the drive motor (402), and make the output shaft of the drive motor (402) drive the circular mounting shaft (403) to rotate half a circle; 6), after the molding is completed, the double-shaft motor (301) is turned off, and the drive motor (402) is started again, so that the output shaft of the drive motor (402) drives the circular mounting shaft (403) to reset; 7), rotate the adjusting screw (208), make the adjusting screw (208) drive the framework support block (207) to continue to move downward, and ensure that the right end of the two L-shaped limit frames (209) is separated from the T-shaped limit block (206).