Detachable unearthed hanging bracket suitable for municipal pipe jacking construction
By designing a detachable unearthed hanger suitable for municipal top pipe construction, the vertical beams and electric hoists of the hanger are used to achieve the translation of the abandoned soil, which solves the problem of the inability to use the crane crane and improves the unearth efficiency and construction safety.
Patent Information
- Application Number
- CN202510590149.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-05-08
- Publication Date
- 2025-08-01
AI Technical Summary
In existing municipal projects, the crane is unable to be used due to the influence of the station and surrounding overhead cables, resulting in low unearth efficiency and high safety risks, and the existing devices cannot realize horizontal material movement.
A detachable unearthed hanger suitable for municipal top pipe construction was designed, including front steel piers, rear steel piers, main cross beams, operating platform, support scaffolding, lifting components, etc. The disposable soil is translated through the cantilevered hanger longitudinal beams and electric hoists, and the counterweight blocks and cables are maintained.
It improves the unearthing efficiency, ensures construction safety, and is highly adaptable. It can effectively solve the unearthing problems in the top pipe under the restrictions of the surrounding environment and improves the construction progress.
Smart Images

Figure CN120397919A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of lifting devices, and more particularly to a detachable soil excavation hanging frame suitable for municipal pipe jacking construction. Background Art
[0002] During the construction of municipal engineering pipe networks, the soil discarded inside the pipe is generally transported to the ground by a crane hoisting it out of the foundation pit. However, the crane cannot be used due to the influence of its standing position and surrounding overhead cables. Even when the crane is used, the excavation efficiency is low due to the slow rotation of the crane, and there are great safety hazards.
[0003] After retrieval, the patent document with the publication number CN218754687U discloses a detachable lifting device for building construction, including a mounting base plate. Two mounting slots are fixedly arranged at the upper end of the mounting base plate. A detachable base is fixedly clamped inside the two mounting slots. One side of the upper end surface of the detachable base is fixedly provided with two first rotating bases. Rotating support arms are rotatably connected to both of the two first rotating bases. Fixed ends are fixedly connected to the ends of the two rotating support arms away from the first rotating bases. A connecting arm is fixedly connected between the two fixed ends. A fixed pulley is rotatably arranged in the middle of the connecting arm.
[0004] However, the above invention has the following deficiencies: Although the above patent can achieve a stable lifting process, it can only achieve the lifting effect in the vertical direction and cannot move the lifted material in the horizontal direction, so there are certain limitations. Summary of the Invention
[0005] The purpose of the present invention is to provide a detachable soil excavation hanging frame suitable for municipal pipe jacking construction, so as to solve the problems raised in the above background art, achieving the effect of greatly improving the excavation efficiency; at the same time, it is safe and reliable, convenient for installation, disassembly and transportation, and can also effectively improve the construction progress.
[0006] The technical solution of the present invention is: A detachable soil excavation hanging frame suitable for municipal pipe jacking construction, including a pair of front steel piers and rear steel piers. Main crossbeams are fixedly installed at the ends of the pair of front steel piers and rear steel piers together. An operation platform is fixedly installed on the surfaces of the pair of main crossbeams. A plurality of support scaffolds one and support scaffolds two are arranged at the bottom of the operation platform. Support back ribs are fixedly installed between every three adjacent support scaffolds one and support scaffolds two and the operation platform together. A lifting assembly is also included.
[0007] The lifting assembly is arranged on the surface of the operation platform.
[0008] The lifting assembly includes two pairs of support frames fixedly installed on the operation platform, and a support crossbeam is fixedly installed on the surface of each pair of support frames through bolts.
[0009] Preferably, a longitudinal beam support frame is fixedly installed on the surface of a pair of the support crossbeams. Limit plates are fixedly installed at both ends of the longitudinal beam support frame. A walking beam is fixedly installed between a pair of the limit plates, and an electric hoist is arranged on the walking beam.
[0010] Preferably, a first reinforcing rod is fixedly welded between both sides of the support crossbeam and the walking beam, and a pair of second reinforcing rods are fixedly welded between the opposite sides of each support frame and the support crossbeam.
[0011] Preferably, an extension frame is fixedly installed on one side of the front limit plate, and a third reinforcing rod is fixedly installed between one side of the front support frame and the extension frame.
[0012] Preferably, a counterweight is arranged on one side of the operation platform, and a cable is fixedly installed between the counterweight and the rear end of the walking beam.
[0013] The present invention provides a detachable soil excavation hanging frame applicable to municipal pipe jacking construction. Compared with the prior art, the present invention has the following improvements and advantages: <s
[0014] First: After the waste soil in the pipe jacking well is lifted by using the hanging frame structure through the cantilevered hanging frame longitudinal beam, the electric hoist and the walking device are used to translate the waste soil from directly above the foundation pit to the waste soil area behind the hanging frame. The entire hanging frame is fixed and balanced by the counterweight and the tying steel wire rope behind the hanging frame, so that the entire hanging frame forms a stable support frame system.
[0015] Second: When the structure of the present device is applied in actual construction, it can successfully solve the problem of soil excavation in the pipe jacking when it is impossible to use a crane due to surrounding environmental restrictions during pipe jacking construction on existing municipal roads, effectively solve the problem of soil excavation in the pipe, and at the same time, the invention of the soil excavation hanging frame can solve the problem of vertically hoisting components in the same type of foundation pit. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] In order to more clearly illustrate the specific embodiments of the present invention or the technical solutions in the prior art, the following will briefly introduce the drawings required for use in the description of the specific embodiments or the prior art. Obviously, the following drawings are some embodiments of the present invention. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative efforts.
[0017] Figure 1 It is a schematic diagram of the overall three-dimensional structure provided by the present invention;
[0018] Figure 2 Schematic front view structure diagram provided by the present invention;
[0019] Figure 3 Schematic side view structure diagram provided by the present invention;
[0020] Figure 4 Schematic structure diagram of the support frame provided by the present invention;
[0021] Figure 5 Schematic structure diagram of the lifting assembly provided by the present invention.
[0022] Reference numerals:
[0023] 1. Front steel pier; 2. Rear steel pier; 3. First support scaffold; 4. Second support scaffold; 5. Main cross beam; 6. Operating platform; 7. Support frame; 8. Support cross beam; 9. Longitudinal beam support frame; 10. Limiting plate; 11. Walking beam; 12. Counterweight; 13. Cable; 14. Extension frame; 15. Electric hoist; 16. Protective fence; 17. Support back rib; 18. First reinforcing rod; 19. Second reinforcing rod; 20. Third reinforcing rod. Detailed implementation manners
[0024] The present invention will be described in detail below. The technical solutions in the embodiments of the present invention are clearly and completely described. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
[0025] The present invention provides a detachable soil excavation hanging frame applicable to municipal pipe jacking construction by improvement. The technical solution of the present invention is as follows:
[0026] As Figures 1 to 5 shown, the embodiment of the present invention provides a detachable soil excavation hanging frame applicable to municipal pipe jacking construction, including a pair of front steel piers 1 and rear steel piers 2. The ends of the pair of front steel piers 1 and rear steel piers 2 are both fixedly installed with a main cross beam 5 in common. The surface of the pair of main cross beams 5 is fixedly installed with an operating platform 6 in common. A plurality of first support scaffolds 3 and second support scaffolds 4 are arranged at the bottom of the operating platform 6. A support back rib 17 is fixedly installed in common between every three adjacent first support scaffolds 3 and second support scaffolds 4 and the operating platform 6. It further includes a lifting assembly. By arranging the front steel piers 1 and rear steel piers 2 in cooperation with the support scaffolds, not only can stable support be provided for the whole device, but also reasonable adjustment can be made according to the conditions of the construction ground, greatly improving the adaptability of the device.
[0027] The lifting assembly is arranged on the surface of the operating platform 6.
[0028] The lifting assembly includes two pairs of support frames 7 fixedly installed on the operation platform 6. On the surface of each pair of support frames 7, a support crossbeam 8 is fixedly installed through bolts. The provided support crossbeam 8 can provide a stable installation foundation for subsequent lifting components and ensure the normal operation of the lifting components.
[0029] Furthermore, a longitudinal beam support frame 9 is fixedly installed on the surface of a pair of support crossbeams 8. Limit plates 10 are fixedly installed at both ends of the longitudinal beam support frame 9. A walking beam 11 is fixedly installed between a pair of limit plates 10. An electric hoist 15 is arranged on the walking beam 11. The limit plates 10 improve the stability of the movement of the electric hoist 15. The provided walking beam 11 can not only provide support for the installation of the electric hoist 15 but also provide support for its reciprocating movement.
[0030] Furthermore, a first reinforcing rod 18 is fixedly welded between both sides of the support crossbeam 8 and the walking beam 11. A pair of second reinforcing rods 19 are fixedly welded between the opposite sides of each support frame 7 and the support crossbeam 8. The provided first reinforcing rod 18 and second reinforcing rods 19 can greatly improve the overall structural strength of the device, greatly improve the overall stability, and thus ensure the stable safety during the lifting process.
[0031] Furthermore, an extension frame 14 is fixedly installed on one side of the limit plate 10 at the front end. A third reinforcing rod 20 is fixedly installed between one side of the support frame 7 at the front end and the extension frame 14. The third reinforcing rod 20 can further improve the structural strength between the support frame 7 and the walking beam 11, and thus improve the stability of the operation of the electric hoist 15.
[0032] Furthermore, a counterweight 12 is arranged on one side of the operation platform 6. A cable 13 is fixedly installed between the counterweight 12 and the rear end of the walking beam 11. By providing the counterweight 12 and the cable 13, the phenomenon of weight imbalance at both ends of the device during lifting can be avoided, and the stable safety during the lifting process can be greatly improved.
[0033] Specific working principle: During the construction of the excavation lifting frame, first, use machinery to level the site, and weld the truss structure of the entire lifting frame in the site. When welding, the weld length and height are carried out according to the requirements of the drawings; at the same time, cut the front steel pier 1, rear steel pier 2 and main crossbeam 5 of the lifting frame according to the designed length. After the welding of the entire support system and lifting system structure of the lifting frame is completed, it is integrally hoisted onto the already hoisted main crossbeam 5 and fixed as a whole by anchor bolt connection. Finally, an operation platform 6 is fixedly installed between the two main crossbeams 5 for the convenience of later construction personnel to operate, and a safety protection fence 16 is installed around the operation platform 6 for protection. After the installation of the entire excavation lifting frame is completed, organize inspection and acceptance. After passing the acceptance, conduct a trial lift, and it can be put into use only after the trial lift is qualified.
[0034] The foregoing description enables those skilled in the art to implement or use the present invention. Various modifications to these embodiments will be apparent to those skilled in the art, and the general principles defined herein can be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention will not be limited to the embodiments shown herein, but rather is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims
1. A detachable earth excavation hanging frame applicable to municipal pipe jacking construction, comprising a pair of front steel piers (1) and rear steel piers (2), and main crossbeams (5) are fixedly installed at the ends of the pair of front steel piers (1) and rear steel piers (2) in common, and it is characterized in that: An operation platform (6) is fixedly installed on the surfaces of a pair of the main cross beams (5). A plurality of first support scaffolds (3) and second support scaffolds (4) are arranged at the bottom of the operation platform (6). A support back brace (17) is fixedly installed between every three adjacent first support scaffolds (3) and second support scaffolds (4) and the operation platform (6). Further included is; A hoisting assembly, which is arranged on the surface of the operation platform (6); The hoisting assembly includes two pairs of support frames (7) fixedly installed on the operation platform (6). A support cross beam (8) is fixedly installed on the surfaces of each pair of the support frames (7) through bolts.
2. The detachable soil excavation hanging bracket applicable to municipal pipe jacking construction according to claim 1, wherein: A longitudinal beam support frame (9) is fixedly installed on the surfaces of a pair of the support cross beams (8). Limit plates (10) are fixedly installed at both ends of the longitudinal beam support frame (9). A walking beam (11) is fixedly installed between a pair of the limit plates (10). An electric hoist (15) is arranged on the walking beam (11).
3. A detachable soil excavation hanging bracket applicable to municipal pipe jacking construction according to claim 1, characterized in that: Reinforcing rods I (18) are fixedly welded between both sides of the support cross beam (8) and the walking beam (11). A pair of reinforcing rods II (19) are fixedly welded between the opposite sides of each support frame (7) and the support cross beam (8).
4. The detachable soil excavation hanger applicable to municipal pipe jacking construction according to claim 2, characterized in that: An extension frame (14) is fixedly installed on one side of the front-end limit plate (10). A reinforcing rod III (20) is fixedly installed between one side of the front-end support frame (7) and the extension frame (14).
5. The detachable soil excavation hanger applicable to municipal pipe jacking construction according to claim 1, characterized in that: A counterweight (12) is arranged on one side of the operation platform (6). A cable (13) is fixedly installed between the counterweight (12) and the rear end of the walking beam (11).