Connection method of reinforcement cage segmental hoisting joint
By welding the truss ribs on the steel cage and setting up a connection mechanism and a centering mechanism, the problem of low efficiency of lifting and connecting the steel cages in the low clearance and high pressure corridor is solved, rapid docking and stable locking are achieved, and construction efficiency and joint stability are improved.
Patent Information
- Application Number
- CN202411956197.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-28
- Publication Date
- 2025-02-28
AI Technical Summary
During the construction of underground continuous walls under low clearance high pressure corridors, the lifting and connection efficiency of steel cages is low, resulting in misalignment and deformation of joints, increasing the risk of exposure of groove sections.
A connection method for section-separated lifting joints of the steel cage is adopted. By welding truss ribs on the steel cage and setting up a connection mechanism and a centering mechanism, the first and second measuring ribs, butt screws and threaded sleeves are used to achieve rapid butt and stable locking.
The efficiency of connecting the two sections of the steel cage is improved, the risk of exposure of the groove section is reduced, the stability and connection rate of the joints are enhanced, and labor intensity and labor costs are reduced.
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Figure CN119531346A_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of underground engineering construction, and in particular to a method for connecting segmented lifting joints of a steel cage. Background Art
[0002] The main function of the steel cage is the same as the stress on the longitudinal steel bars of the column. It mainly plays a tensile role. The compressive strength of concrete is high but the tensile strength is very low. It restrains the concrete of the pile body so that it can withstand a certain axial tension. The steel cage is also widely used in construction operations in many fields, such as the construction of underground continuous walls under low-headroom high-pressure corridors.
[0003] At present, during the construction of underground continuous walls under low-headroom high-voltage corridors, due to the limitation of the protection distance of the high-voltage corridors, it is necessary to split the steel cage into several sections for production. After the production is completed, the steel cage is hoisted into the slot in sections for connection. During the connection process, it is necessary to adjust each joint. During the hoisting and lowering of some joints into the well, they are misaligned due to bumps and misalignment of the upper and lower steel cages. The construction workers need to make adjustments, which leads to a long connection time between the upper and lower sections of the steel cages, increasing the risk of exposure of the underground continuous wall slot section. Summary of the invention
[0004] In order to improve the connection efficiency between segmented steel cages under low-headroom high-voltage corridors and reduce the risk of exposure of underground continuous wall groove sections, the present application provides a connection method for segmented lifting joints of steel cages.
[0005] The present application provides a method for connecting steel cage segmented lifting joints using the following technical solution: A method for connecting steel cage segmented hoisting joints, comprising: S1, hoisting: providing a steel cage, hoisting the steel cage to a suitable position by external hoisting equipment, the steel cage being welded with truss bars, connecting mechanisms being arranged at both ends of the steel cage, and a centering mechanism being arranged between two adjacent groups of the steel cages; S2, assembling and docking, the connection mechanism includes a first measure rib, a second measure rib, a docking screw and a threaded sleeve, the first measure rib is welded on the inner side of the steel cage, and two are symmetrically arranged in the steel cage, the second measure rib is welded and fixed at the end point between two adjacent first measure ribs, the docking screw is fixed at the end point on one side of the steel cage, the threaded sleeve is slidably sleeved at the end point on the other side of the steel cage, and the threaded sleeve is rotatably connected to the steel cage; S3, centering and positioning, the centering mechanism includes a fixed seat and a centering sleeve, the centering sleeve is arranged at the center of the fixed seat, and the centering sleeve is slidably sleeved on the docking screw; S4, node locking, according to the steps S2 and S3, the endpoints of the two adjacent steel cages are combined and aligned one by one, and the threaded sleeve is rotated to connect with the thread of the docking screw, and the operation is performed in sequence to perform the second, third and even Nth endpoint locking operation.
[0006] By adopting the above technical solution and utilizing the settings of the four steps S1, S2, S3, and S4, after the steel cage is hoisted into the slot in sections, the stability of the joints at both ends of the steel cage can be improved by setting the first and second measure bars, ensuring that the joints will not be deformed or dislocated due to uncontrollable reasons such as hoisting and slotting. In addition, adding measure bars is convenient and simple, and construction personnel can directly make them on site. At the same time, the added measure bars can fix the steel cage joints, thereby improving the docking efficiency of the two sections of the steel cage, reducing the risk of exposure of the slot sections, and improving the connection rate of the joints, thereby reducing the problem of joints not being able to be connected due to factors such as dislocation and deformation. By using the setting of the centering mechanism, the butt screw and the threaded sleeve can be quickly aligned when the two sections of the steel cage are butt-jointed, so that the two are on the same axis when butt-jointed, avoiding the occurrence of thread slippage or the need for disassembly and reinstallation due to different axes during the screwing and locking process. It is simple and efficient, and also greatly reduces labor intensity and labor costs.
[0007] Optionally, the centering mechanism also includes a limiting cylinder, a linkage cylinder and a driven rod, the limiting cylinder is fixed at the end point on one side of the fixed seat, and two are symmetrically arranged, the linkage cylinder is rotatably connected to the end point on the other side of the fixed seat, and the limiting cylinder and the linkage cylinder are located on the same axis, and a through hole is penetrated at the axis of the limiting cylinder and the linkage cylinder, and the driven rod is slidably connected in the through holes of the limiting cylinder and the linkage cylinder.
[0008] By adopting the above technical solution, the position limiting cylinder and the linkage cylinder are used to limit the driven rod, so that the length of the driven rod can be appropriately adjusted according to appropriate circumstances.
[0009] Optionally, the centering mechanism further includes a clamping block and a clamping plate, one end of the clamping block is fixed to the driven rod, the clamping plate is fixed to the other end of the clamping block, and the clamping plate abuts against the threaded sleeve.
[0010] By adopting the above technical solution, the clamping block is used to support the clamping plate, so that when the driven rod rotates, it can drive the clamping plate to move synchronously, thereby clamping and locking the threaded sleeve, ensuring that the threaded sleeve and the docking screw located in the centering sleeve are on a coaxial axis.
[0011] Optionally, the centering mechanism further includes an adjustment plate and a synchronization rod, wherein the adjustment plate is fixed on one end of the driven rod away from the linkage cylinder, and both ends of the synchronization rod are rotatably connected between two adjacent adjustment plates.
[0012] By adopting the above technical solution, the synchronization rod is used to drive the adjustment plate to move in linkage, and then the adjustment plate drives two adjacent driven rods to move in linkage synchronously.
[0013] Optionally, the centering mechanism also includes a reset member, a snap plate and a pin, and two of the snap plates and the pin are provided, and the two snap plates are fixed at both ends of the reset member, one of the pins is fixed on the fixed seat, and the other pin is fixed on the linkage cylinder, and the snap plate is rotatably clamped on the pin.
[0014] By adopting the above technical solution, the elastic force of the reset member is used to pull the linkage cylinder, and then the driven rod and the clamping plate are driven by the linkage cylinder, so that the clamping plate can be firmly clamped on the outside of the threaded sleeve.
[0015] Optionally, a slide groove is provided on the side wall of the linkage cylinder, and a protrusion is provided on the inner wall of the through hole of the limiting cylinder and the linkage cylinder, and the protrusion is slidably engaged in the slide groove.
[0016] By adopting the above technical solution and utilizing the arrangement of the slide groove and the protrusion, the linkage cylinder can drive the driven rod to rotate synchronously while the driven rod slides in the linkage cylinder.
[0017] Optionally, the integral structure composed of the driven rod and the clamping plate is symmetrically arranged in two groups on the fixing seat, and the clamping plates on the two groups of driven rods are staggered in the upper and lower positions.
[0018] By adopting the above technical solution, the upper and lower sides of the threaded sleeve can be clamped and locked at the same time by using the clamping plates that are staggered up and down.
[0019] Optionally, the outer wall of the threaded sleeve is provided with anti-slip grooves.
[0020] By adopting the above technical solution, the anti-slip grooves are used to prevent the clamping plate from sliding when it abuts against the threaded sleeve.
[0021] Optionally, a screw hole is provided in the threaded sleeve, the butt screw is threadedly butt-jointed with the screw hole, and a through hole is penetrated at the end of the threaded sleeve away from the butt screw, the threaded sleeve is slidably connected to one end of the steel cage through the through hole, and a limiting disc is provided on the end of the steel cage close to the threaded sleeve, and the diameter of the limiting disc is smaller than the screw hole in the threaded sleeve, and larger than the through hole in the threaded sleeve connected to the steel cage.
[0022] By adopting the above technical solution, the sliding connection between the threaded sleeve and the steel cage is utilized, so that the threaded sleeve can be quickly docked with the docking screw, and at the same time, the threaded sleeve is limited by the limiting disc to prevent it from slipping.
[0023] Optionally, the first measure ribs are welded and fixed to the inner side of the steel cage, and the first measure ribs on both sides of the steel cage are combined with the second measure ribs to form an integral structure.
[0024] By adopting the above technical solution, the first reinforcement bars and the second reinforcement bars are used to ensure the stability of the joints at both ends of the steel cage.
[0025] In summary, the present application includes at least one of the following beneficial technical effects: 1. By setting the four steps of S1, S2, S3 and S4, after the steel cage is hoisted into the slot in sections, the stability of the joints at both ends of the steel cage can be improved by setting the first and second measure bars, ensuring that the joints will not be deformed and dislocated due to uncontrollable reasons such as hoisting and slotting. The addition of measure bars is convenient and simple, and the construction personnel can directly make them on site. At the same time, the added measure bars can fix the steel cage joints, improve the docking efficiency of the two sections of the steel cage, reduce the risk of slot exposure, and also improve the connection rate of the joints, reducing the problem of joints not being able to be connected due to factors such as dislocation and deformation; 2. The centering mechanism is used to quickly center the butt screw and the threaded sleeve when two sections of the steel cage are butt-jointed, so that the two are on the same axis when butt-jointed, avoiding the occurrence of thread slippage or the need for disassembly and reinstallation due to different axes during the screwing and locking process. It is simple and efficient, and also greatly reduces labor intensity and labor costs; 3. Use the elastic force of the reset piece to pull the linkage cylinder, and then drive the driven rod and the clamping plate through the linkage cylinder, so that the clamping plate can be firmly clamped on the outside of the threaded sleeve, making the operation more convenient during the construction process. BRIEF DESCRIPTION OF THE DRAWINGS
[0026] Figure 1 It is a schematic diagram of the external structure of a connection method of a segmented lifting joint of a steel cage in this embodiment.
[0027] Figure 2 It is a schematic diagram of the connection mechanism structure in this embodiment, which is mainly used to show the state when adjacent steel cages are connected together.
[0028] Figure 3 It is a schematic diagram of the connection mechanism structure in this embodiment, which is mainly used to show the state when adjacent steel cages have not been connected together.
[0029] Figure 4 Schematic diagram of the centering mechanism structure in this embodiment.
[0030] Figure 5 Schematic diagram of the synchronization rod and its overall connection structure in this embodiment.
[0031] Figure 6Schematic diagram of the connection structure of the driven rod in this embodiment.
[0032] Description of reference numerals: 1. Steel cage; 2. Truss reinforcement; 3. Connection mechanism; 31. First measure reinforcement; 32. Second measure reinforcement; 33. Docking screw; 34. Threaded sleeve; 4. Centering mechanism; 41. Fixed seat; 42. Centering sleeve; 43. Limiting cylinder; 44. Linkage cylinder; 45. Follower rod; 46. Block; 47. Clamp; 48. Adjustment plate; 49. Synchronous rod; 410. Reset member; 411. Buckle plate; 412. Pin; 413. Slide groove. DETAILED DESCRIPTION
[0033] The following is combined with Figure 1-6 This application is described in further detail.
[0034] An embodiment of the present application discloses a method for connecting segmented lifting joints of a steel cage.
[0035] It should be noted that, in the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like indicating orientations or positional relationships are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.
[0036] A method for connecting joints of segmented lifting of a steel cage comprises S1, lifting; S2, assembly and docking; S3, centering and positioning; and S4, node locking. Through these four steps, after the steel cage 1 is segmented and lifted into a slot, the stability of the joints at both ends of the steel cage 1 can be improved by means of measure bars, so as to ensure that the joints will not be deformed and dislocated due to uncontrollable reasons such as lifting and slotting. Moreover, it is convenient and simple to add the measure bars, and construction personnel can directly make them on site. At the same time, the joints of the steel cage 1 are fixed by the added measure bars, so as to improve the docking efficiency of the two sections of the steel cage 1, reduce the risk of slot section exposure, improve the connection rate of the joints, and reduce the problem of joints not being able to be connected due to factors such as dislocation and deformation.
[0037] Reference Figure 1 and Figure 2 Specifically, a method for connecting a steel cage segmented lifting joint includes the following connecting steps: Regarding S1, hoisting: provide a steel cage 1, first hoist the steel cage 1 to an appropriate position using external hoisting equipment, truss bars 2 are welded on the steel cage 1, connecting mechanisms 3 are provided at both ends of the steel cage 1, and a centering mechanism 4 is provided between two adjacent groups of steel cages 1. The truss bars 2 are used to strengthen the overall structural strength of the steel cage 1 to prevent the steel cage 1 from deformation.
[0038] Reference Figure 3 Regarding S2, assembly docking, the connecting mechanism 3 includes a first measure rib 31, a second measure rib 32, a docking screw 33 and a threaded sleeve 34. The first measure rib 31 and the second measure rib 32 are provided to improve the stability of the joints at both ends of the steel cage 1, ensuring that the joints will not be deformed and dislocated due to uncontrollable reasons such as lifting and grooving. At the same time, the docking screw 33 and the threaded sleeve 34 are provided to enable the joints at both ends of the two sections of the steel cage 1 to be quickly combined and docked to form an integral structure, which is simple and efficient.
[0039] Further, in the embodiment of the present application, the first measure rib 31 is welded to the inner side of the steel cage 1, and two are symmetrically arranged in the steel cage 1, the second measure rib 32 is welded and fixed at the end point between the two adjacent first measure ribs 31, the docking screw 33 is fixed at the end point on one side of the steel cage 1, the threaded sleeve 34 is slidably sleeved at the end point on the other side of the steel cage 1, and the threaded sleeve 34 is rotatably connected to the steel cage 1 Regarding the first measure ribs 31 and the second measure ribs 32 in the embodiment of the present application, the first measure ribs 31 are welded and fixed to the inner side of the steel cage 1, and the first measure ribs 31 on both sides of the steel cage 1 are combined into an integral structure through the second measure ribs 32, and the first measure ribs 31 and the second measure ribs 32 are used to ensure the stability of the joints at both ends of the steel cage 1.
[0040] Reference Figure 4 and Figure 5 Regarding S3, centering positioning, the centering mechanism 4 is used to quickly align the butt screw 33 and the threaded sleeve 34 when the two sections of the steel cage 1 are butt-jointed, so that the two are on the same axis when butt-jointed, avoiding the occurrence of thread slippage or the need for disassembly and reinstallation due to different axes during the screwing and locking process. It is simple and efficient, and also greatly reduces labor intensity and labor costs.
[0041] Furthermore, the centering mechanism 4 includes a fixed seat 41, a centering sleeve 42, a limiting sleeve 43, a linkage sleeve 44, a driven rod 45, a block 46 and a splint 47. The centering sleeve 42 is arranged at the center of the fixed seat 41, and the centering sleeve 42 is slidably sleeved on the docking screw 33. The limiting sleeve 43 is fixed at the end point on one side of the fixed seat 41, and two are symmetrically arranged. The linkage sleeve 44 is rotatably connected to the end point on the other side of the fixed seat 41, and the limiting sleeve 43 and the linkage sleeve 44 are located on the same axis, and a through hole is penetrated at the axis of the limiting sleeve 43 and the linkage sleeve 44. The driven rod 45 is slidably connected in the through hole of the limiting sleeve 43 and the linkage sleeve 44. One end of the block 46 is fixed on the driven rod 45, and the splint 47 is fixed at the other end of the block 46, and the splint 47 abuts against the threaded sleeve 34.
[0042] At the same time, refer to Figure 6 In the embodiment of the present application, regarding the centering mechanism 4, the centering mechanism 4 also includes an adjusting plate 48, a synchronization rod 49, a reset member 410, a snap plate 411 and a pin 412. The synchronization rod 49 is used to drive the adjusting plate 48 to be linked, and then the two adjacent driven rods 45 are driven to be linked synchronously through the adjusting plate 48, and at the same time, the elastic force of the reset member 410 is used to pull the linkage cylinder 44, and then the driven rod 45 and the clamping plate 47 are driven through the linkage cylinder 44, so that the clamping plate 47 can be firmly clamped on the outside of the threaded sleeve 34.
[0043] The adjusting plate 48 is fixed to one end of the driven rod 45 away from the linkage cylinder 44, and the two ends of the synchronization rod 49 are rotatably connected between two adjacent adjusting plates 48. Two snap plates 411 and two pins 412 are provided, and the two snap plates 411 are fixed to the two ends of the reset member 410, one of the pins 412 is fixed to the fixing seat 41, and the other pin 412 is fixed to the linkage cylinder 44, and the snap plates 411 are rotatably clamped on the pin 412.
[0044] Regarding S4, node locking, according to steps S2 and S3, the endpoints of two adjacent steel cages 1 are combined and aligned one by one, and the threaded sleeve 34 is rotated to threadably connect with the docking screw 33, and the operation is performed in sequence to perform the second, third, and even Nth endpoint locking operation.
[0045] Specifically, in the embodiment of the present application, a sliding groove 413 is provided on the side wall of the linkage cylinder 44, and a protrusion is provided on the inner wall of the through hole of the limit cylinder 43 and the linkage cylinder 44, and the protrusion is slidably engaged in the sliding groove 413, and the overall structure composed of the driven rod 45 and the clamping plate 47 is symmetrically arranged in two groups on the fixed seat 41, and the clamping plates 47 on the two groups of driven rods 45 are staggered up and down, and at the same time, the outer wall of the threaded sleeve 34 is provided with anti-slip grooves. By utilizing the setting of the sliding groove 413 and the protrusion, when the driven rod 45 slides in the linkage cylinder 44, the linkage cylinder 44 can drive the driven rod 45 to rotate synchronously, and the upper and lower sides of the threaded sleeve 34 can be clamped and locked at the same time by the clamping plates 47 staggered up and down, and the anti-slip grooves are used to prevent the clamping plate 47 from sliding when it abuts against the threaded sleeve 34.
[0046] Furthermore, regarding the threaded sleeve 34, a screw hole is provided in the threaded sleeve 34, and the docking screw 33 is threadedly docked with the screw hole, and a through hole is penetrated at the end of the threaded sleeve 34 away from the docking screw 33, and the threaded sleeve 34 is slidably connected to one end of the steel cage 1 through the through hole, and a limiting disc is provided on the end of the steel cage 1 close to the threaded sleeve 34, and the diameter of the limiting disc is smaller than the screw hole in the threaded sleeve 34, and larger than the through hole in the threaded sleeve 34 connected to the steel cage 1. The threaded sleeve 34 is slidably connected to the steel cage 1 by the sliding connection between the threaded sleeve 34 and the steel cage 1, so that the threaded sleeve 34 can be quickly docked with the docking screw 33, and at the same time, the threaded sleeve 34 is limited by the limiting disc to prevent it from slipping.
[0047] The implementation principle of the connection method of the steel cage segmented lifting joint in the embodiment of the present application is as follows: through the setting of the four steps S1, S2, S3, and S4, the steel cage 1 can be quickly assembled and docked, the risk of slot segment exposure is reduced, the connection rate of the joint is improved, and the problem of joint failure due to misalignment, deformation, etc. is reduced. Specifically, the steel cage 1 is first hoisted to an appropriate position by an external hoisting device, and the ends of the two adjacent steel cages 1 are aligned, and then the centering sleeve 42 is sleeved on the docking screw 33, and then the driven rod 45 is pulled to make it within the limit. The positioning cylinder 43 and the linkage cylinder 44 slide and extend until the clamping plate 47 is located at the threaded sleeve 34, and then the driven rod 45 is rotated to open the clamping plate 47 and make the threaded sleeve 34 located between the upper and lower clamping plates 47. At this time, the linkage cylinder 44 rotates in the opposite direction under the elastic force of the reset member 410, and drives the driven rod 45 to rotate, and then clamps the threaded sleeve 34 through the clamping plate 47. At this time, the threaded sleeve 34 and the docking screw 33 are located on the same axis, and then the threaded sleeve 34 is slid to dock with the docking screw 33, and the threads are matched until locked.
[0048] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.
Claims
1. A method for connecting steel cage segmented lifting joints, characterized in that: The following steps are involved: S1. Hoisting: providing a steel cage (1), and hoisting the steel cage (1) to a suitable position by means of external hoisting equipment, wherein truss bars (2) are welded to the steel cage (1), connecting mechanisms (3) are provided at both ends of the steel cage (1), and a centering mechanism (4) is provided between two adjacent groups of the steel cages (1); S2. Assembling and docking, the connection mechanism (3) comprises a first step rib (31), a second step rib (32), a docking screw (33) and a threaded sleeve (34), the first step rib (31) being welded to the inner side of the steel cage (1), and two of the first step ribs (31) are symmetrically arranged in the steel cage (1), the second step rib (32) is welded and fixed at the end point between two adjacent first step ribs (31), the docking screw (33) is fixed at the end point on one side of the steel cage (1), the threaded sleeve (34) is slidably sleeved at the end point on the other side of the steel cage (1), and the threaded sleeve (34) is rotatably connected to the steel cage (1); S3, centering and positioning, the centering mechanism (4) comprises a fixing seat (41) and a centering sleeve (42), the centering sleeve (42) is arranged at the center of the fixing seat (41), and the centering sleeve (42) is slidably sleeved on the docking screw (33); S4, node locking, according to the steps S2 and S3, the endpoints of the two adjacent steel cages (1) are aligned one by one, and the threaded sleeve (34) is rotated to threadably connect with the docking screw (33), and the operation is performed in sequence to perform the second, third, or even Nth endpoint locking operation.
2. A method for connecting steel cage segmented lifting joints according to claim 1, characterized in that: The centering mechanism (4) further comprises a limiting cylinder (43), a linkage cylinder (44) and a driven rod (45); the limiting cylinder (43) is fixed at an end point on one side of the fixing seat (41) and two of them are symmetrically arranged; the linkage cylinder (44) is rotatably connected to an end point on the other side of the fixing seat (41); the limiting cylinder (43) and the linkage cylinder (44) are located on the same axis; a through hole is penetrated at the axis of the limiting cylinder (43) and the linkage cylinder (44); and the driven rod (45) is slidably connected in the through holes of the limiting cylinder (43) and the linkage cylinder (44).
3. A method for connecting steel cage segmented lifting joints according to claim 2, characterized in that: The centering mechanism (4) further comprises a clamping block (46) and a clamping plate (47), one end of the clamping block (46) being fixed to the driven rod (45), the clamping plate (47) being fixed to the other end of the clamping block (46), and the clamping plate (47) being in abutment with the threaded sleeve (34).
4. A method for connecting steel cage segmented lifting joints according to claim 3, characterized in that: The centering mechanism (4) further comprises an adjustment plate (48) and a synchronization rod (49); the adjustment plate (48) is fixed to one end of the driven rod (45) away from the linkage cylinder (44); and both ends of the synchronization rod (49) are rotatably connected between two adjacent adjustment plates (48).
5. The method for connecting steel cage segmented lifting joints according to claim 2 is characterized in that: The centering mechanism (4) further comprises a reset member (410), a snap plate (411) and a pin (412); two snap plates (411) and two pins (412) are provided, and the two snap plates (411) are fixed at two ends of the reset member (410); one of the pins (412) is fixed on the fixing seat (41), and the other pin (412) is fixed on the linkage cylinder (44); the snap plate (411) is rotatably snapped onto the pin (412).
6. A method for connecting steel cage segmented lifting joints according to claim 2, characterized in that: A sliding groove (413) is provided on the side wall of the linkage cylinder (44), and a protrusion is provided on the inner wall of the through hole of the limiting cylinder (43) and the linkage cylinder (44), and the protrusion is slidably engaged in the sliding groove (413).
7. The method for connecting steel cage segmented lifting joints according to claim 3 is characterized in that: Two groups of the integral structure composed of the driven rod (45) and the clamping plate (47) are symmetrically arranged on the fixing seat (41), and the clamping plates (47) on the two groups of driven rods (45) are staggered up and down.
8. The method for connecting steel cage segmented lifting joints according to claim 1, characterized in that: The outer wall of the threaded sleeve (34) is provided with anti-slip grooves.
9. A method for connecting steel cage segmented lifting joints according to claim 1, characterized in that: A screw hole is provided in the threaded sleeve (34), the docking screw (33) is threadedly docked with the screw hole, and a through hole is provided through the end of the threaded sleeve (34) away from the docking screw (33), the threaded sleeve (34) is slidably connected to one end of the steel cage (1) through the through hole, and a limiting disc is provided on the end of the steel cage (1) close to the threaded sleeve (34), and the diameter of the limiting disc is smaller than the screw hole in the threaded sleeve (34) and larger than the through hole in the threaded sleeve (34) connected to the steel cage (1).
10. A method for connecting steel cage segmented lifting joints according to claim 1, characterized in that: The first measure ribs (31) are welded and fixed to the inner side of the steel cage (1), and the first measure ribs (31) on both sides of the steel cage (1) are combined through the second measure ribs (32) to form an integral structure.