Concrete filled steel tube jacking system
By using a steel-concrete jacking system, the flow of concrete is controlled by grouting pipes and check valves, solving the construction problems caused by high-altitude operations, achieving efficient and safe concrete construction, and ensuring quality and efficiency.
Patent Information
- Application Number
- CN202520258601.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-18
- Publication Date
- 2026-02-24
- Estimated Expiration
- 2035-02-18
AI Technical Summary
The existing method of pouring concrete into steel pipes requires working at heights, which is difficult and dangerous, and there are many uncertainties in the construction quality, making it difficult to guarantee the quality.
A steel-concrete jacking system is adopted, which includes grouting pipes, check valves, and cover plates. The grouting pipes are connected to the concrete source, the check valves control the flow of concrete, and the cover plates seal the grouting ports to achieve the jacking and sealing of the concrete.
It improves construction efficiency, reduces high-altitude operations, lowers construction risks, ensures construction quality, saves labor and materials, is simple and quick to operate, and adapts to different construction conditions.
Smart Images
Figure CN223937676U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of concrete pouring in steel pipes, and more specifically, to a steel pipe concrete jacking system. Background Technology
[0002] Currently, in the domestic construction industry, the concrete is typically poured into steel pipes using a high-throw method. The disadvantages are: it requires working at heights, making the construction extremely difficult and dangerous, and introducing too many uncertainties regarding construction quality, making it difficult to guarantee the final result. Summary of the Invention
[0003] In view of this, the present invention proposes a steel-tube concrete jacking system, comprising:
[0004] A steel pipe with a grouting port on it;
[0005] The lifting assembly includes a grouting pipe and a check valve disposed thereon. The first end of the grouting pipe is used to connect to the grouting port. The check valve is located in the middle of the grouting pipe and can stop the concrete in the grouting pipe. The second end of the grouting pipe is a free end and can be connected to a concrete source.
[0006] Preferably, a cover plate is provided on the steel pipe above the grouting port to cover the grouting port. The edge of the cover plate is provided with a connection point, and the cover plate is rotatably connected to the steel pipe through the connection point. When the cover plate rotates around the connection point, it can close the grouting port when it rotates to the lowest horizontal point.
[0007] Preferably, the connection point is a connection hole, and a corresponding connection shaft is provided on the steel pipe. The connection hole is sleeved on the connection shaft and can drive the cover plate to rotate 360 degrees with the connection shaft as the axis. When the rotation reaches the lowest horizontal point, the grouting port can be sealed.
[0008] Preferably, the grouting pipe includes a first grouting pipe and a second grouting pipe. The first end of the first grouting pipe is connected to the steel pipe, and the second end of the second grouting pipe is a free end that can be connected to a grouting source. The check valve connects the second end of the first grouting pipe and the first end of the second grouting pipe, so that the injected concrete can pass through the second grouting pipe, the check valve, and the first grouting pipe in sequence, and then enter the steel pipe.
[0009] Preferably, the check valve includes a check pipe, a check sleeve, and a pin; the check sleeve is a rectangular sleeve with a check pipe vertically connected to each of its two sides, and the two check pipes can be respectively fitted into the first grouting pipe and the second grouting pipe. The pin passes through the check sleeve and can move back and forth within it. One end of the pin has a through hole that matches the diameter of the grouting pipe. When the pin moves within the check sleeve until the through hole aligns with the check pipe, the grouting pipe can be grouted through the check valve. When the other end of the pin aligns with the check pipe, it stops the concrete flow.
[0010] Preferably, the check sleeve is provided with a plurality of third screw holes, and a plurality of second bolts are provided corresponding to the third screw holes. The second bolts can be screwed into the third screw holes and lock the pin inserted inside the check sleeve.
[0011] Preferably, one end of the grouting pipe connected to the steel pipe is further provided with a connecting plate extending around the grouting pipe. The connecting plate has a ring of first screw holes, which can be connected to the steel pipe by a first bolt, and the inner diameter of the grouting pipe is connected to the grouting port. The steel pipe has a plurality of second screw holes corresponding to the first screw holes around the grouting port. The first screw holes and the second screw holes are connected by the first bolt, thereby fixing the connecting plate to the steel pipe.
[0012] Preferably, a rubber ring is provided between the connecting disc and the steel pipe to seal the gap between the connecting disc and the steel pipe, and the inner diameter of the rubber ring is adapted to the diameter of the grouting port.
[0013] Preferably, the free end of the grouting pipe is also provided with a matching clamp to facilitate the connection of its free end to the pipeline of the grouting source.
[0014] The steel pipe concrete jacking system provided by this utility model has the following advantages: it solves the problems of existing technologies requiring high-altitude operations during construction, which are too difficult and dangerous, and have too many uncertain factors in construction quality, making it difficult to guarantee construction quality; in particular, it is conducive to improving construction efficiency, saving labor and materials. The system is simple to operate, quick to construct, saves time and effort, improves labor efficiency, and can meet the requirements of the site according to different construction conditions. Attached Figure Description
[0015] Various other advantages and benefits will become apparent to those skilled in the art upon reading the following detailed description of preferred embodiments. The accompanying drawings are for illustrative purposes only and are not intended to limit the scope of the invention. Furthermore, the same reference numerals denote the same parts throughout the drawings. In the drawings:
[0016] Figure 1 A schematic diagram of the overall structure of the lifting system provided in this embodiment of the utility model. Figure 1 ;
[0017] Figure 2 A schematic diagram of the overall structure of the lifting system provided in this embodiment of the utility model. Figure 2 ;
[0018] Figure 3 Schematic diagrams (3-1) and (3-2) of the check valve provided in the embodiments of this utility model;
[0019] Figure 4 This is a schematic diagram of the connecting disk in use according to an embodiment of the present utility model;
[0020] Figure 5 Schematic diagrams (5-1) and (5-2) of the connecting disk provided for embodiments of this utility model;
[0021] Figure 6 The structures (6-1) and (6-2) of the cover plate provided for embodiments of this utility model;
[0022] In the diagram, 1. steel pipe, 2. lifting assembly, 3. clamp, 4. rubber ring, 5. concrete;
[0023] 11. Grouting port; 12. Cover plate; 13. Connection point; 14. Second screw hole; 15. First bolt; 21. Grouting pipe; 211. First grouting pipe; 212. Second grouting pipe; 213. Connecting plate; 22. Check valve; 221. Check pipe; 222. Check sleeve; 223. Pin; 224. Through hole; 225. Second bolt; 226. First screw hole. Detailed Implementation
[0024] Exemplary embodiments of the present disclosure will now be described in more detail with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be implemented in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided to enable a more thorough understanding of the present disclosure and to fully convey the scope of the disclosure to those skilled in the art. It should be noted that, unless otherwise specified, embodiments and features of the present invention can be combined with each other. The present invention will now be described in detail with reference to the accompanying drawings and embodiments.
[0025] See Figure 1-6As shown, this is a steel pipe concrete jacking system provided by an embodiment of the present utility model, including a steel pipe 1 and a jacking component 2; the steel pipe 1 is provided with a grouting port 11; the jacking component 2 includes a grouting pipe 21 and a check valve 22 disposed thereon, the first end of the grouting pipe 21 is used to connect to the grouting port 11, the check valve 22 is located in the middle of the grouting pipe 21 and can stop the concrete in the grouting pipe 11, the second end of the grouting pipe 21 is a free end and can be connected to a concrete source, such as a concrete slurry.
[0026] Reference Figure 6 As shown, a cover plate 12 is provided on the steel pipe 1 above the grouting port 11, which can cover the grouting port 11. The edge of the cover plate 12 is provided with a connection point 13, and it is rotatably connected to the steel pipe 1 through the connection point 13. When the cover plate 12 rotates around the connection point 13, it can close the grouting port 11 when it rotates to the lowest horizontal point. (See attached figure) Figure 6 Hit 6-1 and 6-2.
[0027] In this embodiment, the connection point 13 is a connection hole, and a corresponding connecting shaft is provided on the steel pipe 1. The connection hole is sleeved on the connecting shaft and can drive the cover plate 12 to rotate 360 degrees with the connecting shaft as the axis. When it rotates to the lowest horizontal point, it can close the grouting port 11. The cover plate 12 is used after the grouting is completed and the concrete has reached the required setting degree. Then, the lifting component 2 is removed, the concrete at the grouting port 11 is leveled, and the cover plate 12 is rotated to close the grouting port.
[0028] Reference Figure 1-2 As shown, the grouting pipe 21 includes a first grouting pipe 211 and a second grouting pipe 212. The first end of the first grouting pipe 211 is connected to the steel pipe 1, and the second end of the second grouting pipe 212 is a free end that can be connected to a grouting source. The check valve 22 connects the second end of the first grouting pipe 211 and the first end of the second grouting pipe 212, so that the injected concrete can pass through the second grouting pipe 212, the check valve 22 and the first grouting pipe 211 in sequence, and then enter the steel pipe 1.
[0029] Reference Figure 1-3As shown, the check valve 22 includes a check pipe 221, a check sleeve 222, and a pin 223. The check sleeve 222 is a rectangular sleeve with a check pipe 221 vertically connected to each of its two sides. The two check pipes 221 can be fitted into the first grouting pipe 211 and the second grouting pipe 212, respectively. The pin 223 passes through the check sleeve 222 and can move back and forth within it. One end of the pin 223 has a through hole 224 that matches the diameter of the grouting pipe 21. When the pin 223 moves within the check sleeve 222 until the through hole 224 aligns with the check pipe 221, the grouting pipe 21 can be grouted through the check valve 22. When the other end of the pin 223 aligns with the check pipe, it stops the concrete flow.
[0030] Reference Figure 3 As shown, the check sleeve 222 is provided with a plurality of third screw holes (not shown in the figure), and a plurality of second bolts 225 are provided corresponding to the third screw holes. The second bolts 225 can be screwed into the third screw holes and lock the pin 223 passing through the check sleeve 222.
[0031] Reference Figure 1 , 2 As shown in Figures 4 and 5, one end of the grouting pipe 21 connected to the steel pipe 1 is also provided with a connecting plate 213 extending around the grouting pipe 21. The connecting plate 213 is provided with a ring of first screw holes 226, which can be connected to the steel pipe 1 by a first bolt 15, and the inner diameter of the grouting pipe 21 is connected to the grouting port 11. The steel pipe 1 is provided with a plurality of second screw holes 14 corresponding to the first screw holes 226 around the grouting port 11. The first screw holes 226 and the second screw holes 14 are connected by the first bolt 15, thereby fixing the connecting plate 213 to the steel pipe 1.
[0032] Reference Figure 1 , 2 As shown in Figure 4, a rubber ring 4 is provided between the connecting plate 213 and the steel pipe 1, which can seal the gap between the connecting plate 213 and the steel pipe 1. The inner diameter of the rubber ring 4 is adapted to the diameter of the grouting port 11.
[0033] Reference Figure 1-2 As shown, the free end of the grouting pipe 21 is also provided with a matching clamp 3, which facilitates the connection of its free end to the pipeline of the grouting source.
[0034] This utility model discloses a method of using a steel-tube concrete jacking system, as shown in the attached figure. Figure 1-3 As shown in Figure 6, the following is an example:
[0035] First, the lifting assembly 2 is connected to the second screw hole 14 on the steel pipe 1 through the connecting plate 213 to realize the connection between the grouting pipe 21 and the grouting port 11. Pull the pin 223 to adjust the through hole 224 and the check pipe 221 to be in a connected state. Then, the free end of the grouting pipe 21 is connected to the supply pipe of the concrete source by using the clamp 3.
[0036] Next, grouting begins, and concrete is continuously injected into the steel pipe 1 through the grouting pipe 21. The concrete 5 inside the steel pipe 1 continuously overflows until it fills the entire steel pipe 1. This operation method can avoid the construction problems caused by the previous high-throw pouring.
[0037] Finally, the cover plate 12 seals the grouting port 11. After the grouting in the steel pipe 1 is completed, the pin 223 is pulled to align the other end of the pin with the check pipe 221, forming a stop for the concrete in the grouting pipe 1. The other end can be disconnected from the concrete source by removing the clamp 3. After the concrete reaches the setting requirement, the lifting component 2 is removed, and the excess concrete at the grouting port 11 is removed. Then the cover plate 12 is rotated to seal the grouting port 11. The lifting component can be used for the construction of the next steel pipe, reusing the lifting component and saving materials.
[0038] In summary, the steel pipe concrete jacking system disclosed in this utility model embodiment has the following beneficial technical effects: it solves the problems of existing technologies requiring high-altitude operations during construction, which are too difficult and dangerous, and have too many uncertain factors in construction quality, making it difficult to guarantee construction quality; in particular, it is beneficial to improve construction efficiency, save labor and materials, the system is simple to operate, quick to construct, saves time and effort, improves labor efficiency, and can meet the requirements of the site according to different construction conditions.
[0039] It should be noted that in the description of this utility model, the terms "upper", "lower", "left", "right", "inner", "outer", etc., indicating the direction or positional relationship are based on the direction or positional relationship shown in the drawings. This is only for the convenience of description and does not indicate or imply that the device or element must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, it should not be construed as a limitation of this utility model.
[0040] Furthermore, it should be noted that, in the description of this utility model, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.
[0041] Obviously, those skilled in the art can make various modifications and variations to this utility model without departing from its spirit and scope. Therefore, if these modifications and variations fall within the scope of the claims of this utility model and their equivalents, this utility model also intends to include these modifications and variations.
Claims
1. A steel-tube concrete jacking system, characterized in that, include: A steel pipe with a grouting port on it; The lifting assembly includes a grouting pipe and a check valve disposed thereon. The first end of the grouting pipe is used to connect to the grouting port. The check valve is located in the middle of the grouting pipe and can stop the concrete in the grouting pipe. The second end of the grouting pipe is a free end and can be connected to a concrete source. One end of the grouting pipe connected to the steel pipe is also provided with a connecting plate extending around the grouting pipe. The connecting plate has a ring of first screw holes, which can be connected to the steel pipe by a first bolt, and the inner diameter of the grouting pipe is connected to the grouting port. The steel pipe has a plurality of second screw holes corresponding to the first screw holes around the grouting port. The first screw holes and the second screw holes are connected by the first bolt, thereby fixing the connecting plate to the steel pipe.
2. The steel-concrete composite jacking system according to claim 1, characterized in that, A cover plate is provided on the steel pipe above the grouting port to cover the grouting port. The edge of the cover plate is provided with a connection point, and the cover plate is rotatably connected to the steel pipe through the connection point. When the cover plate rotates around the connection point, it can close the grouting port when it rotates to the lowest horizontal point.
3. The steel-concrete composite jacking system according to claim 2, characterized in that, The connection point is a connection hole, and a corresponding connection shaft is provided on the steel pipe. The connection hole is sleeved on the connection shaft and can drive the cover plate to rotate 360 degrees with the connection shaft as the axis. When it rotates to the lowest horizontal point, the grouting port can be sealed.
4. The steel-concrete composite jacking system according to claim 1, characterized in that, The grouting pipe includes a first grouting pipe and a second grouting pipe. The first end of the first grouting pipe is connected to the steel pipe, and the second end of the second grouting pipe is a free end that can be connected to a grouting source. The check valve connects the second end of the first grouting pipe and the first end of the second grouting pipe, so that the injected concrete can pass through the second grouting pipe, the check valve and the first grouting pipe in sequence, and then enter the steel pipe.
5. The steel-concrete composite jacking system according to claim 4, characterized in that, The check valve includes a check pipe, a check sleeve, and a pin. The check sleeve is a rectangular sleeve with a check pipe vertically connected to each of its two sides. The two check pipes can be fitted into the first grouting pipe and the second grouting pipe, respectively. The pin passes through the check sleeve and can move back and forth within it. One end of the pin has a through hole that matches the diameter of the grouting pipe. When the pin moves within the check sleeve until the through hole aligns with the check pipe, the grouting pipe can be grouted through the check valve. When the other end of the pin aligns with the check pipe, it stops the concrete flow.
6. The steel-concrete composite jacking system according to claim 5, characterized in that, The check sleeve is provided with a plurality of third screw holes, and a plurality of second bolts are provided corresponding to the third screw holes. The second bolts can be screwed into the third screw holes and lock the pin inserted inside the check sleeve.
7. The steel-concrete composite jacking system according to claim 1, characterized in that, A rubber ring is provided between the connecting plate and the steel pipe to seal the gap between the connecting plate and the steel pipe. The inner diameter of the rubber ring is adapted to the diameter of the grouting port.
8. The steel-tube concrete jacking system according to any one of claims 1 to 7, characterized in that, The free end of the grouting pipe is also equipped with a matching clamp to facilitate the connection of its free end to the grouting source pipe.