A modular assembly component of steel tube concrete

By designing modular assembly components and jacking filling methods, the problems of low efficiency and difficulty of traditional steel pipe concrete construction methods are solved, rapid assembly of steel pipes and efficient filling of concrete are achieved, and the safety and stability of construction are improved.

CN118559310BActive Publication Date: 2025-04-18EAST CHINA JIAOTONG UNIVERSITY +1
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Patent Information

Application Number
CN202410918817.0
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2024-07-10
Publication Date
2025-04-18
Estimated Expiration
2044-07-10

AI Technical Summary

Technical Problem

The traditional steel pipe concrete construction method is low efficiency and difficult, and there are problems such as inaccurate manual operation, poor welding uniformity, uneven grouting and safety hazards.

Method used

A modular assembly assembly is designed, including a support frame, welding mechanism, clamping mechanism, hoisting feeding mechanism and liquid level monitoring mechanism. The manufacturing of steel pipe concrete is achieved through the hoisting and filling method, improving construction efficiency and reducing construction difficulty.

Benefits of technology

It realizes rapid assembly of steel pipes and efficient pouring of concrete, reduces the complexity of manual operation, improves the safety and stability of construction, and reduces construction risks.

✦ Generated by Eureka AI based on patent content.

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Abstract

The present application relates to the technical field of steel tube concrete, and specifically discloses a modular assembly component of steel tube concrete, including: a support frame; a welding mechanism, which can be arranged on the support frame and can move in a circumferential direction, and is used to complete the welding between the upper steel pipe and the lower steel pipe; a clamping mechanism, which is arranged on the inner side of the support frame, and the clamping mechanism is used to change the height of the modular assembly component on the steel pipe; a jacking and feeding mechanism, which is arranged on the inner side of the support frame and can correspond to the position of the grouting hole on the steel pipe; a liquid level monitoring mechanism, which is connected to the support frame, and the liquid level monitoring mechanism is used to monitor the liquid level height of the slurry in the steel pipe for grouting. The present invention realizes the manufacture of longer steel tube concrete through the jacking and pouring method, while improving the construction efficiency and reducing the construction difficulty.
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Description

Technical Field

[0001] The invention relates to the technical field of steel tube concrete, in particular to a modular assembly component of steel tube concrete. Background Art

[0002] In the manufacturing process of steel tube concrete, traditional construction methods usually require a lot of manual operation and complex equipment settings, with low construction efficiency and great construction difficulty; the existing steel tube concrete construction technologies mainly include two types: one is to install the steel tube in place first, and then gradually pour concrete manually; the other is to use fixed grouting equipment to pour through preset holes; these two methods have the following major problems: the traditional pouring method requires multiple manual adjustments and fixations of the steel tube position, and the whole process takes a long time; manual operation is prone to problems such as inaccurate positioning and uneven grouting, especially when the construction height is large, operators need to climb frequently, posing safety hazards; since the welding process mainly relies on manual operation, the uniformity and firmness of the weld are difficult to guarantee, affecting the safety of the overall structure; during the pouring process, it is difficult to monitor the liquid level of the concrete in real time, and it is easy to have problems such as over-pouring or under-pouring. Summary of the invention

[0003] The embodiment of the present application provides a modular assembly component of steel tube concrete, which realizes the manufacture of longer steel tube concrete through a jacking and pouring method, while improving construction efficiency and reducing construction difficulty.

[0004] To achieve the above-mentioned purpose, the embodiment of the present application provides a modular assembly component of steel tube concrete, which is used to weld a modular upper steel tube to a lower steel tube and complete a jacking method grouting operation; comprising:

[0005] Support frame;

[0006] A welding mechanism, which is movable in a circumferential direction and is arranged on the support frame, and is used to complete the welding between the upper steel pipe and the lower steel pipe;

[0007] A clamping mechanism, arranged on the inner side of the support frame, the clamping mechanism is used to change the height of the modular assembly component on the steel pipe;

[0008] A lifting and feeding mechanism is arranged on the inner side of the support frame and can correspond to the position of the grouting hole on the steel pipe;

[0009] A liquid level monitoring mechanism is connected to the support frame, and the liquid level monitoring mechanism is used to monitor the liquid level height of the slurry in the steel pipe undergoing grouting.

[0010] In a feasible embodiment, the support frame includes: a fixed outer ring; a support ring, connected to the top end face of the fixed outer ring through a plurality of circumferentially square equidistantly arranged reinforcing ribs; a fixed inner ring, fixedly arranged on the inner wall of the fixed outer ring; a plurality of limit blocks, equidistantly arranged on the bottom outer wall of the fixed inner ring along the circumferential direction; a bottom ring, fixedly connected to the bottom of the limit blocks through a plurality of support rods; a plurality of linear slides, each two linear slides are fixedly arranged at the bottom end of the fixed inner ring and the top end of the bottom ring in a group, and the plurality of linear slides are arranged in parallel, and the lifting and feeding mechanism can be movably clamped in the plurality of groups of linear slides.

[0011] In a feasible embodiment, the welding mechanism includes an annular slide fixedly arranged on the top of the fixed outer ring, and also includes: two sliding seats, which are slidably arranged on the annular slide along the circumferential direction; a connecting table, fixedly arranged on the top of the two sliding seats, wherein the two sliding seats are respectively located at the two ends of the connecting table; a welding device, which is arranged on the top end face of the connecting table above one of the sliding seats; and a rotation driving device, which is fixedly installed on the other sliding seat, and the rotation driving device is used to drive the connecting table and the welding device to rotate.

[0012] In a feasible embodiment, the clamping mechanism includes: a rotating ring, which can be rotated around the axial direction of the steel pipe and clamped on the bottom end of the fixed outer ring; a driving groove, a plurality of which are opened in the outer wall of the bottom end of the rotating ring; an abutment driving device, which can be moved in the direction of approaching or moving away from the steel pipe and is arranged below the rotating ring; an arc groove, which passes through the rotating ring, and a connecting column rotatably connected to the fixed outer ring is arranged at one end of the arc groove; a telescopic device, which is movably arranged at the bottom end of the rotating ring, and the output end of the telescopic device is connected to the connecting column.

[0013] In a feasible embodiment, the multiple driving grooves have the same shape and size, each of the driving grooves includes two ends, one of which is at a different distance from the center line of the steel pipe than the other end of the driving groove, and the driving groove is arc-shaped or elongated.

[0014] In a feasible embodiment, the jacking and feeding mechanism includes: a boss, which is fixedly mounted on the outer walls of the two support rods, and the boss and the grouting hole are located on the same side; a sealing plate, movably arranged on the inner side of the boss, and the sealing plate is used to seal the grouting hole; a grouting pipe, fixedly arranged on the sealing plate; a shielding portion, which is arranged in the middle position of the lower half of the inner wall of the sealing plate and is located below the grouting hole; a propulsion device, which is fixedly arranged on the boss, and the propulsion device includes a propulsion block, and the propulsion block can abut against the outer wall of the sealing plate.

[0015] In a feasible embodiment, the sealing plate is also provided with: a guide column, which is parallel to the linear slide and can movably pass through the boss; the outer end diameter of the guide column is larger than the middle diameter; a spring, which is sleeved on the outer wall of the guide column and is located between the end of the large diameter end of the guide column and the boss, and is used to keep the sealing plate and the steel pipe in a separated state by default.

[0016] In a feasible embodiment, the liquid level monitoring mechanism includes: a protrusion, which is fixedly arranged between the fixed outer ring and the support ring, and the outer end of the protrusion protrudes from the outside of the fixed outer ring; a first long rod, on which the top of the protrusion is fixedly installed; a second long rod, which is telescopically arranged on the outer wall of the first long rod; and a monitoring device, which can be fixed at the middle part of the top end of the second long rod, and the monitoring device faces the inner side of the top end of the upper steel pipe.

[0017] In a feasible embodiment, the abutment drive device includes: at least one height drive device, which can be moved towards or away from the steel pipe and is arranged below the fixed outer ring and the fixed inner ring; a limit column, which is fixedly arranged in the area corresponding to the fixed outer ring in the top end face of the height drive device; a limit groove, which can be movably clamped on the outer side of the bottom end of the limit block; and a roller, which is arranged on the output end of the height drive device and can abut against the outer wall of the steel pipe.

[0018] In a feasible implementation manner, one of the height driving devices corresponds to the force application direction of the propulsion device.

[0019] The present application provides a modular assembly component of steel tube concrete. The device realizes rapid assembly of steel tubes and efficient pouring of concrete through a modularly designed construction process, without frequent manual adjustment, which greatly shortens the construction time; the clamping mechanism and jacking and feeding mechanism of the device can automatically adjust the height and position, reducing the complexity of manual operation and making the entire construction process simpler and safer; the welding mechanism can accurately weld the upper and lower steel tubes through uniform movement in the circumferential direction, ensuring the firmness and sealing of the weld and improving the stability of the overall structure; the liquid level monitoring mechanism can monitor the liquid level height of the concrete inside the steel tube in real time, avoiding the trouble of manual climbing or fixed setting of sensors, and improving the accuracy and safety of monitoring; therefore, the device has a high level of automation, and through the cooperation of multiple mechanisms, it realizes automatic clamping, welding and pouring operations of the steel tube, reduces manual intervention and reduces construction risks. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1A schematic structural diagram showing a modular assembly of a steel tube concrete provided in an embodiment of the present application in a welding position;

[0021] Figure 2 A schematic structural diagram of a modular assembly of a steel tube concrete provided in an embodiment of the present application at a grouting position is shown;

[0022] Figure 3 A schematic structural diagram of a modular assembly assembly of a steel tube concrete provided in an embodiment of the present application for blocking a grouting hole is shown;

[0023] Figure 4 A schematic diagram of the structure of the support frame provided in an embodiment of the present application is shown;

[0024] Figure 5 A schematic diagram of the structure of the clamping mechanism provided in an embodiment of the present application is shown;

[0025] Figure 6 A schematic structural diagram of a lifting and feeding mechanism provided in an embodiment of the present application is shown;

[0026] Figure 7 A schematic structural diagram of an abutment drive device provided in an embodiment of the present application is shown;

[0027] Figure 8 A schematic structural diagram of a drive slot provided in an embodiment of the present application is shown.

[0028] In the figure: 1, support frame, 2, welding mechanism, 3, clamping mechanism, 4, lifting and feeding mechanism, 5, liquid level monitoring mechanism, 100, lower steel pipe, 200, upper steel pipe, 300, grouting hole, 11, fixed outer ring, 12, support ring, 13, reinforcing rib plate, 14, fixed inner ring, 15, linear slide, 16, limit block, 17, bottom ring, 18, support rod, 21, sliding seat, 22, connecting table, 23, welding device, 24, rotating drive device, 25, annular slide, 31. Rotating ring, 32. Driving groove, 33. Abutting driving device, 34. Arc groove, 35. Connecting column, 36. Telescopic device, 41. Boss, 42. Sealing plate, 43. Grouting pipe, 44. Shielding part, 45. Guide column, 46. Propelling device, 47. Propelling block, 48. Spring, 51. Boss, 52. First long rod, 53. Second long rod, 54. Monitoring device, 331. Height driving device, 332. Limiting column, 333. Limiting groove, 334. Roller. DETAILED DESCRIPTION

[0029] In order to better understand the technical solutions provided by the embodiments of this specification, the technical solutions of the embodiments of this specification are described in detail below through the accompanying drawings and specific embodiments. It should be understood that the embodiments of this specification and the specific features in the embodiments are detailed descriptions of the technical solutions of the embodiments of this specification, rather than limitations on the technical solutions of this specification. In the absence of conflict, the embodiments of this specification and the technical features in the embodiments can be combined with each other.

[0030] In this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply that there is any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that the process, method, article or equipment including a series of elements includes not only those elements, but also includes other elements not explicitly listed, or also includes elements inherent to such process, method, article or equipment. In the absence of more restrictions, the elements limited by the statement "comprise one..." do not exclude the existence of other identical elements in the process, method, article or equipment including the elements. The term "more than two" includes two or more than two situations. Example

[0031] See also Figures 1 to 8As shown, the embodiment of the present application provides a modular assembly component for manufacturing steel tube concrete, which is designed to realize the manufacture of longer steel tube concrete through the jacking and pouring method, while improving construction efficiency and reducing construction difficulty; the support frame 1 is the basic structure of the device, which is used to support and connect other functional modules; it provides stability and supporting force to ensure that the entire device can work stably during operation; the welding mechanism 2 is installed at the top of the support frame 1 and can move in the circumferential direction; its main function is to weld the weld between the upper steel pipe 200 and the lower steel pipe 100; through the circular motion, the welding mechanism 2 can evenly weld the two modular steel pipes to ensure the firmness and sealing of the connection; the clamping mechanism 3 is arranged on the inner side of the support frame 1, and is used The fixing device is mounted on the outer wall of the steel pipe; the clamping mechanism 3 not only maintains the stability of the device, but also has the function of adjusting the height, so that the device can move vertically on the steel pipe to adapt to different working height requirements; the lifting and feeding mechanism 4 is installed on the inner side of the support frame 1, and performs grouting operations by corresponding to the grouting holes 300 on the steel pipe and connecting external equipment; the mechanism can gradually lift and inject concrete from the bottom of the steel pipe until the inside of the steel pipe is completely filled with concrete, thereby ensuring the compactness of the steel pipe concrete; the liquid level monitoring mechanism 5 is connected to the support frame 1, and is used to monitor the liquid level height of the concrete slurry inside the steel pipe in real time; it can be adjusted with the movement of the entire device, avoiding the trouble of manual climbing or fixed installation of sensors, and improving the accuracy and safety of monitoring.

[0032] The device realizes a manufacturing process suitable for modular steel tube concrete through the following steps:

[0033] The device is fixed on the outer wall of the lower steel pipe 100 by the clamping mechanism 3, and the height of the device is adjusted as needed to make it in a position suitable for welding (when the upper steel pipe 200 is hoisted above the lower steel pipe 100 and the positions overlap); the welding mechanism 2 is started, and the welding mechanism 2 moves in the circumferential direction to weld the weld between the upper steel pipe 200 and the lower steel pipe 100 to ensure that the two are tightly connected; after the welding is completed, the entire device is driven to move upward through the clamping mechanism 3 to ensure that the jacking and feeding mechanism 4 corresponds to the position of the grouting hole 300, and the jacking and feeding mechanism 4 is connected to the grouting hole 300. The lifting and feeding mechanism 4 injects concrete from the bottom of the steel pipe; the lifting and feeding mechanism 4 is buckled on the grouting hole 300 of the steel pipe, and the concrete is gradually filled from the bottom upward until the steel pipe is completely filled; the liquid level monitoring mechanism 5 monitors the filling height of the concrete in the steel pipe in real time to ensure accurate control during the grouting process. After the liquid level monitoring mechanism 5 monitors the filling, the clamping mechanism 3 in the device starts to move upward, and the grouting hole 300 is sealed by the offset setting of the lifting and feeding mechanism 4 and the grouting hole 300, and waits for the concrete to be formed, and then continues the upward cycle operation.

[0034] like Figure 1-Figure 4As shown, in some examples, further, the support frame 1 includes: a fixed outer ring 11, a support ring 12, a fixed inner ring 14, a plurality of linear slides 15, a plurality of limit blocks 16 and a bottom ring 17; the support ring 12 is connected to the top end face of the fixed outer ring 11 through a plurality of circumferentially square equidistantly arranged reinforcing ribs 13; the fixed inner ring 14 is fixedly arranged on the inner wall of the fixed outer ring 11; a plurality of limit blocks 16 are equidistantly arranged on the bottom outer wall of the fixed inner ring 14 along the circumferential direction; the bottom ring 17 is fixedly connected to the bottom of the limit blocks 16 through a plurality of support rods 18; a plurality of linear slides 15, the linear slides 15 are fixedly arranged at the bottom end of the fixed inner ring 14 and the top end of the bottom ring 17 in a group of two, and the plurality of linear slides 15 are arranged in parallel, and the jacking and feeding mechanism 4 can be movably clamped in the plurality of groups of linear slides 15.

[0035] In this example, the support ring 12 is connected to the top end face of the fixed outer ring 11 through a plurality of reinforcing ribs 13 equidistantly arranged in the circumferential direction, providing the overall rigidity and stability of the support frame 1; the fixed inner ring 14 is fixedly arranged on the inner wall of the fixed outer ring 11, providing additional support and fixing points for the lower structure; a plurality of limit blocks 16 are equidistantly arranged on the bottom outer wall of the fixed inner ring 14 along the circumferential direction, which play the role of limiting the movement range of the clamping mechanism 3 and ensuring that the clamping mechanism 3 can achieve a stable clamping posture; the bottom ring 17 is fixedly connected to the bottom of the limit block 16 through a plurality of support rods 18, further enhancing the stability of the structure and providing two clamping The jacking and feeding mechanism 3 and the placement space of the jacking and feeding mechanism 4 are arranged in parallel with each other, so as to ensure that the jacking and feeding mechanism 4 can move freely in the multiple linear slides 15, for example, the jacking and feeding mechanism 4 can switch between contacting with or detaching from the steel pipe; the jacking and feeding mechanism 4 is clamped in these linear slides 15 and can move horizontally on the steel pipe, so as to achieve uniform jacking and pouring of concrete; through the setting of this example, the jacking and feeding mechanism 4 can flexibly adapt to the modularly assembled steel pipe while ensuring stability, so as to achieve efficient concrete pouring operation; the whole process does not require frequent manual adjustment, which greatly improves the construction efficiency and safety.

[0036] like Figure 1-Figure 4As shown, in some examples, further, the welding mechanism 2 includes an annular slide 25 fixedly arranged at the top of the fixed outer ring 11, and also includes: two sliding seats 21, a connecting platform 22, a welding device 23 and a rotation drive device 24, the two sliding seats 21 are slidably arranged on the annular slide 25 in a circumferential direction; the connecting platform 22 is fixedly arranged at the top of the two sliding seats 21, wherein the two sliding seats 21 are respectively located at the two ends of the connecting platform 22; the welding device 23 is arranged on the top end face of the connecting platform 22 above one of the sliding seats 21; the rotation drive device 24 is fixedly installed on the other sliding seat 21, and the rotation drive device 24 is used to drive the connecting platform 22 and the welding device 23 to rotate.

[0037] In this example, the specific working process is as follows: two sliding seats 21 can be slidably arranged on the annular slide 25 along the circumferential direction, allowing them to move freely on the annular slide 25; the connecting platform 22 is fixedly arranged on the top of the two sliding seats 21, wherein the two sliding seats 21 are respectively located at the two ends of the connecting platform 22, such a design enables the connecting platform 22 to perform circular motion on the annular slide 25 with the support of the sliding seats 21; the welding device 23 is arranged on the top end face of the connecting platform 22 above one of the sliding seats 21, responsible for the actual welding operation, so as to weld and fix the modular upper steel pipe 200 to the lower steel pipe 100, thereby forming an integral steel tube concrete; the rotating drive device 24 is fixed It is installed on another sliding seat 21, and its main function is to drive the connecting platform 22 and the welding device 23 to rotate; when the rotating drive device 24 is started, it drives the connecting platform 22 and the welding device 23 to perform circular motion along the annular slide 25, and the welding device 23 welds the weld between the upper steel pipe 200 and the lower steel pipe 100 in this process; through this design, the welding mechanism 2 can achieve uniform and efficient circular welding, ensuring that the connection between the upper steel pipe 200 and the lower steel pipe 100 is firm and well sealed; the whole process has a high degree of automation, which reduces the complexity of manual operation and improves the accuracy and efficiency of welding, thereby ensuring the quality and reliability of steel tube concrete modular assembly.

[0038] like Figure 1 , Figure 2 , Figure 3 , Figure 5 and Figure 7As shown, in some examples, further, the clamping mechanism 3 includes: a rotating ring 31, a driving groove 32, an abutting driving device 33, an arc groove 34 and a telescopic device 36, the rotating ring 31, the rotating ring 31 can be rotated around the axis of the steel pipe and is clamped on the bottom end of the fixed outer ring 11; the driving groove 32, multiple driving grooves 32 are opened in the outer wall of the bottom end of the rotating ring 31; the abutting driving device 33 is movable in the direction of approaching or moving away from the steel pipe and is arranged below the rotating ring 31; the arc groove 34 is opened through the rotating ring 31, and a connecting column 35 rotatably connected to the fixed outer ring 11 is arranged at one end of the arc groove 34; the telescopic device 36 is movably arranged at the bottom end of the rotating ring 31, and the output end of the telescopic device 36 is connected to the connecting column 35.

[0039] The clamping mechanism 3 provided in this example has the following specific working process: the rotating ring 31 can rotate around the axial direction of the steel pipe, and the rotating ring 31 can be clamped on the bottom end of the fixed outer ring 11, which allows the rotating ring 31 to rotate freely on the fixed outer ring 11 and cannot be separated from the fixed outer ring 11; a plurality of driving grooves 32 are provided on the outer wall of the bottom end of the rotating ring 31, and these driving grooves 32 are used to cooperate to achieve the synchronous movement of a plurality of abutment driving devices 33, so that when the device is fixed on the outer wall of the steel pipe, it is in a coaxial position with the steel pipe; the abutment driving device 33 is arranged below the rotating ring 31, and can move in the direction of approaching or moving away from the steel pipe, thereby adjusting the tightness of the clamping mechanism 3, and can also be suitable for steel pipe concrete construction with different diameters; the rotating ring 31 can be fixed The outer ring 11 rotates; the telescopic device 36 is movably arranged at the bottom end of the rotating ring 31 and the output end of the telescopic device 36 is connected to the connecting column 35; when the telescopic device 36 is started, its output end drives the overall rotating ring 31 to rotate, and at the same time the connecting column 35 moves along the arc groove 34, so as to adjust the rotation angle and position of the rotating ring 31; therefore, through the cooperation between the driving groove 32 and the abutting driving device 33, the clamping mechanism 3 can firmly clamp the steel pipe, and through the rotation of the rotating ring 31 and the adjustment of the telescopic device 36, the steel pipe can be firmly clamped and accurately adjusted; this design ensures that the device can be stably fixed on different heights of the steel pipe during the construction process to carry out modular steel pipe docking and concrete grouting, thereby improving the construction accuracy and efficiency.

[0040] like Figure 5 and Figure 7 As shown, in some examples, further, multiple drive grooves 32 have the same shape and size, each drive groove 32 includes two ends, one end is at a different distance from the center line of the steel pipe than the end of another drive groove 32, and the drive groove 32 is arc-shaped or elongated.

[0041] In this example, it can be understood that the rotating ring 31 can rotate within a certain range on the fixed outer ring 11. A plurality of driving grooves 32 are provided on the outer wall at the bottom end of the rotating ring 31. These driving grooves 32 have the same shape and size. Each driving groove 32 is arc-shaped or elongated and has two ends. One end is at a different distance from the center line of the steel pipe than the end of another driving groove 32. When the rotating ring 31 rotates, the driving groove 32 will also rotate synchronously. By setting the two ends of the driving groove 32 at different distances from the center line of the steel pipe, a position change of the driving groove 32 from the center line of the steel pipe can be generated during the rotation of the driving groove 32. The abutting driving device 33 is driven by the change to achieve further displacement, thereby generating a synchronous clamping action of multiple abutting driving devices 33.

[0042] like Figure 5 and Figure 6 As shown, in some examples, further, the lifting and feeding mechanism 4 includes: a boss 41, a sealing plate 42, a grouting pipe 43, a shielding portion 44, a propulsion device 46 and a propulsion block 47; the boss 41, the boss 41 is fixedly mounted on the outer walls of the two support rods 18, and the boss 41 and the grouting hole 300 are positioned on the same side; the sealing plate 42 is movably arranged on the inner side of the boss 41, and the sealing plate 42 is used to seal the grouting hole 300; the grouting pipe 43 is fixedly arranged on the sealing plate 42; the shielding portion 44 is arranged in the middle position of the lower half of the inner wall of the sealing plate 42, and is located below the grouting hole 300; the propulsion device 46 is fixedly arranged on the boss 41, and the propulsion device 46 includes a propulsion block 47, and the propulsion block 47 can abut against the outer wall of the sealing plate 42.

[0043] Specifically, the lifting and feeding mechanism 4 provided in this example is used in multiple links of the concrete grouting operation; the boss 41 is fixedly mounted on the outer walls of the two support rods 18 and is on the same side as the grouting hole 300 on the steel pipe; the sealing plate 42 is movably arranged on the inner side of the boss 41, and its main function is to seal the grouting hole 300 to prevent concrete leakage during the grouting process; the grouting pipe 43 is fixedly arranged on the sealing plate 42, and is used to introduce concrete into the steel pipe; a shielding portion 44 is provided in the middle position of the lower half of the inner wall of the sealing plate 42, and is located below the grouting hole 300. After the grouting is completed, the device is driven upward by the clamping mechanism 3, and ensures that the sealing plate 42 covers the position of the grouting hole 300 to seal the grouting hole 300.

[0044] The propulsion device 46 is fixedly arranged on the protrusion 41, and its core component is a propulsion block 47 that can be moved under force; the propulsion block 47 can abut against the outer wall of the sealing plate 42, and the state switching control of the sealing plate 42 is realized by the drive of the propulsion device 46; when grouting operation is required, the propulsion device 46 is started, and the propulsion block 47 pushes the sealing plate 42 to the grouting hole 300 of the steel pipe to ensure that the grouting hole 300 is completely sealed; then, concrete is injected into the steel pipe through the grouting pipe 43; during the grouting process, the sealing plate 42 is used to ensure that the concrete enters the steel pipe smoothly and prevents leakage; after the grouting is completed, the clamping mechanism 3 is used to drive the device to move upward, and the shielding part 44 seals the grouting hole 300 accordingly, waiting for the concrete inside the steel pipe to be formed, and at this time, a grouting operation is completed.

[0045] like Figure 5 and Figure 6 As shown, in some examples, further, the sealing plate 42 is also provided with: a guide column 45 and a spring 48, the guide column 45, the guide column 45 is parallel to the linear slide 15, the guide column 45 can move through the boss 41; the outer end diameter of the guide column 45 is larger than the middle diameter; the spring 48 is sleeved on the outer wall of the guide column 45 and is located between the end of the large diameter end of the guide column 45 and the boss 41, and is used to keep the sealing sheet and the steel pipe in a separated state by default.

[0046] In this example, the boss 41 provides stable support; the sealing plate 42 is movably arranged on the inner side of the boss 41, and is mainly used to seal the grouting hole 300 to prevent concrete leakage; the guide column 45 is parallel to the linear slide 15, and can be movably passed through the boss 41. This design enables the guide column 45 to stably guide the movement of the sealing plate 42; a spring 48 is sleeved on the outer wall of the guide column 45, which is used to keep the sealing plate 42 and the steel pipe in a separated state by default, ensuring that when there is no grouting, or after the grouting of the current section of the steel pipe is completed, the sealing plate 42 can be separated from the steel pipe, avoiding the situation where the movement resistance of the device is large due to the friction between the sealing plate 42 and the steel pipe.

[0047] like Figure 1-Figure 3 As shown, in some examples, further, the liquid level monitoring mechanism 5 includes: a protrusion 51, a first long rod 52, a second long rod 53 and a monitoring device 54; the protrusion 51 is fixedly arranged between the fixed outer ring 11 and the support ring 12, and the outer end of the protrusion 51 protrudes from the outside of the fixed outer ring 11; the first long rod 52 is fixedly installed with the top end of the protrusion 51; the second long rod 53 is telescopically arranged on the outer wall of the first long rod 52; the monitoring device 54 can be fixed at the middle of the top end of the second long rod 53, and the monitoring device 54 faces the inner side of the top end of the upper steel pipe 200.

[0048] In this example, accurate monitoring of the concrete liquid level inside the steel pipe is achieved through the liquid level monitoring mechanism 5; its working principle is as follows: the protrusion 51 is fixedly arranged between the fixed outer ring 11 and the support ring 12, and its outer end protrudes from the outside of the fixed outer ring 11, providing a stable support base; the first long rod 52 is fixedly installed on the top of the protrusion 51 and extends vertically upward, providing a basis for height adjustment for liquid level monitoring; the second long rod 53 can be telescopically arranged on the outer wall of the first long rod 52, and by adjusting the telescopic length of the second long rod 53, the height of the monitoring device 54 can be accurately adjusted to adapt to steel pipes of different heights.

[0049] When the concrete liquid level rises to a predetermined height, the monitoring device 54 will send a signal to prompt the operator to stop grouting to avoid over-grouting or under-grouting. In this way, it not only ensures the uniform filling of concrete inside the steel pipe and improves the construction quality, but also significantly improves the construction efficiency and safety. This setting ensures the smooth progress of the entire jacking and pouring process through precise liquid level monitoring, making the construction process more intelligent and automated, and reducing the complexity of manual operation and potential safety hazards.

[0050] like Figure 7 As shown, in some examples, further, the abutment drive device 33 includes: at least one height drive device 331, a limiting column 332, a limiting groove 333, and a roller 334. At least one height drive device 331 is arranged below the fixed outer ring 11 and the fixed inner ring 14 and can move closer to or away from the steel pipe direction; the limiting column 332 is fixedly arranged in the area corresponding to the fixed outer ring 11 in the top end face of the height drive device 331; the limiting groove 333 can be movably clamped on the outer side of the bottom end of the limiting block 16; the roller 334 is arranged on the output end of the height drive device 331 and can abut against the outer wall of the steel pipe; one of the height drive devices 331 corresponds to the force direction of the propulsion device 46.

[0051] In this example, the height driving device 331 adjusts the position of the device on the steel pipe through the movement of its output end, thereby realizing welding of the ends of the steel pipe at different heights and completing multi-stage grouting operations; specifically, a limiting column 332 is fixedly provided on the top end face of the height driving device 331, and the position of the limiting column 332 is mutually engaged with the driving groove 32 on the fixed outer ring 11. Therefore, with the help of the thrust of the driving groove 32 during rotation, it is ensured that the height driving device 331 can generate a movement trend close to or away from the moving direction of the steel pipe during movement, and the limiting groove 333 can be movably engaged with the outer side of the bottom end of the limiting block 16. Through the engagement of the limiting groove 333, the height driving device 331 will not deviate from the predetermined track, thereby stably approaching or moving away from the steel pipe to complete the clamping action.

[0052] The roller 334 is arranged on the output end of the height driving device 331 and can abut against the outer wall of the steel pipe. When the height driving device 331 is started, the roller 334 on the output end starts to rotate, and the contact surface between the roller 334 and the steel pipe reduces friction by rolling, ensuring that the height driving device 331 moves smoothly and does not damage the surface of the steel pipe.

[0053] The above are only embodiments of the present application and are not intended to limit the present application. For those skilled in the art, the present application may have various changes and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included within the scope of the claims of the present application.

Claims

1. A modular assembly component of steel tube concrete, used for welding a modular upper steel tube (200) to a lower steel tube (100) and completing a grouting operation by a jacking method; characterized in that: include: Support frame (1); A welding mechanism (2) is arranged on the support frame (1) and is movable in a circumferential direction, and is used to complete welding between the upper steel pipe (200) and the lower steel pipe (100); A clamping mechanism (3) is arranged on the inner side of the support frame (1), and the clamping mechanism (3) is used to change the height of the modular assembly component on the steel pipe; A lifting and feeding mechanism (4) is arranged on the inner side of the support frame (1) and can correspond to the position of the grouting hole (300) on the steel pipe; A liquid level monitoring mechanism (5) connected to the support frame (1), the liquid level monitoring mechanism (5) being used to monitor the liquid level height of the slurry in the steel pipe undergoing grouting; The support frame (1) comprises: a fixed outer ring (11); A support ring (12) is connected to the top end surface of the fixed outer ring (11) via a plurality of circumferentially square reinforcing rib plates (13) equidistantly arranged; A fixed inner ring (14) fixedly arranged on the inner wall of the fixed outer ring (11); A plurality of limit blocks (16) are arranged at equal intervals along the circumferential direction on the outer wall of the bottom end of the fixed inner ring (14); A bottom ring (17) is fixedly connected below the limit block (16) via a plurality of support rods (18); A plurality of linear slideways (15), wherein each group of two linear slideways (15) is fixedly arranged at the bottom end of the fixed inner ring (14) and the top end of the bottom ring (17), and the plurality of linear slideways (15) are arranged in parallel, and the lifting and feeding mechanism (4) can be movably connected to the plurality of groups of linear slideways (15); The clamping mechanism (3) comprises: A rotating ring (31), the rotating ring (31) being rotatable around the axis of the steel pipe and being clamped on the bottom end of the fixed outer ring (11); A driving groove (32), wherein a plurality of the driving grooves (32) are provided in the outer wall of the bottom end of the rotating ring (31); An abutment driving device (33) is arranged below the rotating ring (31) and is movable in a direction approaching or moving away from the steel pipe; An arc-shaped groove (34) is formed through the rotating ring (31), and a connecting column (35) is provided at one end of the arc-shaped groove (34) for rotationally connecting with the fixed outer ring (11); A telescopic device (36) is movably arranged at the bottom end of the rotating ring (31), and an output end of the telescopic device (36) is connected to the connecting column (35); The abutment driving device (33) comprises: At least one height driving device (331) capable of moving toward or away from the steel pipe and disposed below the fixed outer ring (11) and the fixed inner ring (14); A limiting column (332) is fixedly arranged in a region corresponding to the fixed outer ring (11) on the top end surface of the height driving device (331); A limiting groove (333) capable of being movably engaged with the outer side of the bottom end of the limiting block (16); The roller (334) is arranged on the output end of the height driving device (331) and can abut against the outer wall of the steel pipe.

2. A modular assembly component of steel tube concrete according to claim 1, characterized in that: The welding mechanism (2) comprises an annular slideway (25) fixedly arranged at the top end of the fixed outer ring (11), and further comprises: Two sliding seats (21) are arranged on the annular slideway (25) so as to be slidable in a circumferential direction; A connecting platform (22) is fixedly arranged on the top ends of the two sliding seats (21), wherein the two sliding seats (21) are respectively located at two ends of the connecting platform (22); A welding device (23) is arranged on the top end surface of the connecting platform (22) above one of the sliding seats (21); A rotation driving device (24) is fixedly mounted on the other sliding seat (21), and the rotation driving device (24) is used to drive the connecting platform (22) and the welding device (23) to rotate.

3. A modular assembly assembly of steel tube concrete according to claim 2, characterized in that: The plurality of driving grooves (32) have the same shape and size, each of the driving grooves (32) comprises two ends, one of the ends is at a different distance from the center line of the steel pipe than the other end of the driving groove (32), and the driving groove (32) is in an arc shape or a long strip shape.

4. The modular assembly assembly of a steel tube concrete according to claim 2, characterized in that: The lifting and feeding mechanism (4) comprises: A convex seat (41), the convex seat (41) is fixedly mounted on the outer walls of the two support rods (18), and the convex seat (41) and the grouting hole (300) are located on the same side; A sealing plate (42) movably disposed on the inner side of the convex seat (41), the sealing plate (42) being used to seal the grouting hole (300); A grouting pipe (43) fixedly arranged on the sealing plate (42); A shielding portion (44) is arranged at a middle position of the lower half of the inner wall of the sealing plate (42) and is located below the grouting hole (300); The propulsion device (46) is fixedly arranged on the convex seat (41), and the propulsion device (46) includes a propulsion block (47). The propulsion block (47) can abut against the outer wall of the sealing plate (42).

5. The modular assembly assembly of a steel tube concrete according to claim 4, characterized in that: The sealing plate (42) is also provided with: A guide column (45), wherein the guide column (45) is parallel to the linear slideway (15), and the guide column (45) can movably penetrate the convex seat (41); the outer end diameter of the guide column (45) is larger than the middle diameter; The spring (48) is sleeved on the outer wall of the guide column (45) and is located between the end of the large diameter end of the guide column (45) and the convex seat (41), and is used to keep the sealing sheet and the steel pipe in a separated state by default.

6. The modular assembly assembly of concrete-filled steel tubes according to claim 5, characterized in that: The liquid level monitoring mechanism (5) comprises: A convex block (51) is fixedly arranged between the fixed outer ring (11) and the supporting ring (12), and the outer end of the convex block (51) protrudes outside the fixed outer ring (11); A first long rod (52) fixedly mounted on the top end of the protrusion (51); A second long rod (53) is telescopically arranged on the outer wall of the first long rod (52); The monitoring device (54) can be fixed at the middle of the top end of the second long rod (53), and the monitoring device (54) faces the inner side of the top end of the upper steel pipe (200).

7. The modular assembly assembly of concrete-filled steel tubes according to claim 5, characterized in that: One of the height driving devices (331) corresponds to the force application direction of the propulsion device (46).

Citation Information

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