Construction Method for the Lower Tower Column with Embedded Steel Rings and Hollow Structure in the Cable Tower

Abstract

The present invention relates to a construction method for a hollow lower tower column of a cable tower with an embedded steel ring, including the steps of: construction of pile foundation and cap; construction of a vibrating and scraping moving hanger for segmental concrete pouring; construction of the first segment of the lower tower column of the cable tower; construction of the second segment of the lower tower column of the cable tower; construction of the third segment of the lower tower column of the cable tower; construction of the fourth segment of the lower tower column of the cable tower. The beneficial effects of the present invention are as follows: The formwork adopts segmental steel formwork, and the steel formwork of the lower tower column is designed as a truss structure. After each section of steel bar binding is completed, one section of formwork is installed as the construction platform for the upper tower column, eliminating the need for a separate construction platform and effectively improving the construction efficiency. The combined use of an embedded steel ring circumferential tension connection stability system + anti-deformation internal support and an embedded steel ring bladder grouting ballast system effectively ensures that the embedded steel ring does not float during concrete pouring. The segmented pouring of the lower tower column and the segmented vibration and scraping of the poured concrete effectively guarantee the smooth construction of the hollow lower tower column of the cable tower with an embedded steel ring.

Description

Technical Field

[0001] The invention belongs to the technical field of bridge engineering, and in particular relates to a construction method for a hollow lower tower column of a cable tower with an embedded steel ring. Background Art

[0002] Among various types of bridges, cable-stayed bridges and suspension bridges are special bridges, both of which are composed of cables and main towers. In the construction of such bridges, the construction quality of the cable tower determines the quality and safety of the entire bridge. Therefore, in the actual bridge construction process, it is necessary to improve the construction technology of the cable tower to ensure the construction quality, safety and durability of the bridge.

[0003] With the continuous development of cable-stayed bridges, variable-section special-shaped cable towers are gradually widely used. The line of action of the special-shaped cable tower is a curve change, which has the characteristics of a compressed curved rod. The tower column will also produce a large additional bending moment in the process of transmitting axial force, and the force characteristics are complex. At present, there are problems such as construction difficulties, floating of embedded hollow steel rings, and uneven concrete pouring and vibration in the lower tower column of the special-shaped cable tower. It is urgent to adopt a new lower tower column and construction method to provide more effective measures to solve these problems. Summary of the invention

[0004] The purpose of the present invention is to overcome the deficiencies in the prior art and provide a method for constructing a lower tower column with a steel ring embedded in a cable tower. The method comprises the following steps:

[0005] Step 1: Construction of mobile hanger for vibrating and leveling concrete for segmented pouring: Construction of pile foundation and capping platform, embedding mobile base of vibration and leveling frame in the capping platform and setting walking track, installing mobile hanger for vibrating and leveling concrete for segmented pouring;

[0006] Step 2: Construction of the first section of the lower tower column of the cable tower: construct the lower tower column scaffolding, tie the steel bars of the first section of the lower tower column and install the arc-shaped pull-connecting stabilizing plate with an embedded steel ring, support the formwork and cast the first section of the lower tower column, cast the concrete in sections, vibrate and level the mobile hanger through the first vibration leveling beam;

[0007] Step 3: Construction of the second section of the lower tower column of the cable tower: heighten the scaffolding of the lower tower column, weld the anti-deformation inner support + the embedded steel ring bag water-filled weight system on the arc-shaped pull-connection stabilization plate, tie, support the formwork and pour the second section of the lower tower column, and vibrate and level the concrete in sections with the mobile hanger through the second vibration leveling beam;

[0008] Step 4: Construction of the third section of the lower tower column of the cable tower: heighten the scaffolding of the lower tower column, tie, support the formwork and pour the third section of the lower tower column, and vibrate and level the concrete in sections by moving the hanger through the second vibration leveling beam;

[0009] Step 5. Construction of the fourth segment of the lower tower column of the cable tower: Raise the scaffolding of the lower tower column, and perform binding, formwork support, and pouring for the fourth segment of the lower tower column. The concrete vibration and scraping during segmented pouring are carried out by a movable hanger, and the vibration is performed through the first vibration scraping beam.

[0010] Preferably, in Step 1: The movable hanger for concrete vibration and scraping during segmented pouring includes a vibration and scraping movable vertical rod, a movable frame power system, a vibration and scraping movable frame cross beam, and a movable suspension rod power system; the vibration and scraping movable vertical rods on both sides of the movable hanger for concrete vibration and scraping during segmented pouring are connected by the vibration and scraping movable frame cross beam and are strengthened by a reinforcing connecting rod. Travel wheels are arranged under the vibration and scraping movable vertical rods, and the travel wheels are placed in the travel track. The vibration and scraping movable vertical rods are moved in a predetermined track through the movable frame power system. A telescopic vibration and scraping movable suspension rod is suspended under the vibration and scraping movable frame cross beam.

[0011] Preferably, as required, a first vibration scraping beam or a second vibration scraping beam is installed at the bottom end of the telescopic vibration and scraping movable suspension rod.

[0012] Preferably, Step 2 is specifically as follows: Construct the scaffolding of the lower tower column, bind the steel bars of the first segment of the lower tower column and embed the connecting and stabilizing steel plates, then weld the circumferential connecting and stabilizing steel bars of the embedded steel ring on the embedded connecting and stabilizing steel plates, weld the circular arc connecting and stabilizing plates of the embedded steel ring on the other side of the circumferential connecting and stabilizing steel bars of the embedded steel ring. After installing the truss steel formwork of the first segment of the lower tower column, pour the concrete of the first segment of the lower tower column. A first vibration scraping beam is installed at the lower end of the telescopic vibration and scraping movable suspension rod. The movable hanger for concrete vibration and scraping during segmented pouring drives the first vibration scraping beam through the movable suspension rod power system to vibrate the concrete of the first segment of the lower tower column.

[0013] Preferably, Step 3 is specifically as follows: Raise the scaffolding of the lower tower column, and weld the anti-deformation internal support + embedded steel ring water-filled bag ballast system on the circular arc connecting and stabilizing plate of the embedded steel ring. The anti-deformation internal support + embedded steel ring water-filled bag ballast system includes an embedded steel ring, and the embedded steel ring includes an outer steel ring, an inner steel ring, stiffening ribs, and a reinforcing connecting plate. Anti-deformation internal supports are arranged horizontally at certain intervals inside the inner steel ring, and a water-filled bag of the embedded steel ring is arranged inside the inner steel ring; Bind the steel bars of the second segment of the lower tower column, and after installing the truss steel formwork of the second segment of the lower tower column, pour the concrete of the second segment of the lower tower column. When pouring the concrete of the second segment of the lower tower column, a second vibration scraping beam is connected to the lower end of the telescopic vibration and scraping movable suspension rod. The movable hanger for concrete vibration and scraping during segmented pouring drives the second vibration scraping beam through the movable suspension rod power system to vibrate the concrete of the second segment of the lower tower column.

[0014] Preferably, Step 4 is specifically as follows: Raise the scaffold of the lower tower column, bind the steel bars of the third section of the lower tower column, install the truss steel formwork of the third section of the lower tower column for concrete pouring of the third section of the lower tower column. When pouring the concrete of the third section of the lower tower column, the lower end of the telescopic vibrating and scraping moving suspension rod is connected with a second vibrating and scraping beam. The sectional concrete pouring vibrating and scraping moving hanger drives the second vibrating and scraping beam through the moving suspension rod power system to vibrate the concrete of the third section of the lower tower column.

[0015] Preferably, Step 5 is specifically as follows: Raise the scaffold of the lower tower column, bind the steel bars of the fourth section of the lower tower column, install the truss steel formwork of the fourth section of the lower tower column for concrete pouring of the fourth section of the lower tower column. When pouring the concrete of the fourth section of the lower tower column, the lower end of the telescopic vibrating and scraping moving suspension rod is connected with a first vibrating and scraping beam. The sectional concrete pouring vibrating and scraping moving hanger drives the first vibrating and scraping beam through the moving suspension rod power system to vibrate the concrete of the fourth section of the lower tower column.

[0016] The steel ring-embedded hollow lower tower column of the pylon is obtained by any one of the above methods.

[0017] The beneficial effects of the present invention are as follows:

[0018] 1) The present invention adopts the truss steel formwork and construction platform system for the lower tower column. The formwork adopts sectional steel formwork, and the steel formwork of the lower tower column adopts a truss structure. After each section of steel bar binding is completed, one section of formwork is installed as the construction operation platform for the upper tower column, eliminating the need for separate construction platform erection and effectively improving the construction efficiency.

[0019] 2) The present invention adopts the embedded steel ring circumferential tension connection and stabilization system, which makes the stress surface of the steel ring larger, is beneficial to the stability of the steel ring, and effectively restricts the upward floating of the embedded steel ring during concrete pouring.

[0020] 3) The present invention adopts the anti-deformation internal support + embedded steel ring bladder water filling and weight pressing system. The setting of the internal support effectively prevents the deformation of the steel ring, and the water filling of the embedded steel ring bladder increases the weight of the embedded steel ring, effectively restricting the upward floating of the embedded steel ring during concrete pouring.

[0021] 4) The present invention adopts the pylon hollow lower tower column embedded steel ring stabilization structure, that is, the combined use of the embedded steel ring circumferential tension connection and stabilization system and the anti-deformation internal support + embedded steel ring bladder water filling and weight pressing system, effectively ensuring that the embedded steel ring does not float upward during concrete pouring.

[0022] 5) The present invention adopts the sectional concrete pouring vibrating and scraping moving hanger. The lower tower column is poured in sections, and when pouring concrete, the first vibrating and scraping beam or the second vibrating and scraping beam is used for sectional vibration and scraping as required, effectively ensuring the smooth construction of the steel ring-embedded hollow lower tower column of the pylon. Description of the Drawings

[0023] Figure 1 It is a schematic diagram of the structure of the steel formwork of the lower tower column truss and the construction platform system Figure 1 ;

[0024] Figure 2 It is a schematic diagram of the structure of the steel formwork of the lower tower column truss and the construction platform system Figure 2 ;

[0025] Figure 3 It is a schematic diagram of the structure of the inlaid steel ring circumferential connection and stabilization system;

[0026] Figure 4 It is a schematic diagram of the structure of the anti-deformation internal support and the inlaid steel ring bladder grouting and ballasting system;

[0027] Figure 5 It is a schematic diagram of the structure of the inlaid steel ring stabilization;

[0028] Figure 6 It is a schematic diagram of the construction structure of the first section of the hollow lower tower column of the cable tower with inlaid steel rings;

[0029] Figure 7 It is a schematic diagram of the construction structure of the second section of the hollow lower tower column of the cable tower with inlaid steel rings;

[0030] Figure 8 It is a schematic diagram of the construction structure of the third section of the hollow lower tower column of the cable tower with inlaid steel rings;

[0031] Figure 9 It is a schematic diagram of the construction structure of the fourth section of the hollow lower tower column of the cable tower with inlaid steel rings.

[0032] In the figure: 1 - Pile foundation, 2 - Cap, 3 - Scaffold for the lower tower column, 4 - Ground line, 5 - First section of the lower tower column, 6 - Second section of the lower tower column, 7 - Third section of the lower tower column, 8 - Fourth section of the lower tower column, 9 - Truss steel formwork for the first section of the lower tower column, 10 - Truss steel formwork for the second section of the lower tower column, 11 - Truss steel formwork for the third section of the lower tower column, 12 - Truss steel formwork for the fourth section of the lower tower column, 13 - Horizontal purlin of the panel, 14 - Construction operation platform, 15 - Guardrail, 16 - Safety net, 17 - Reinforcement bars of the first section of the lower tower column, 18 - Embedded and welded stabilizing steel plate, 19 - Embedded steel ring circumferential stabilizing reinforcement, 20 - Embedded steel ring arc-shaped stabilizing plate, 21 - Concrete of the first section of the lower tower column, 22 - Outer steel ring, 23 - Inner steel ring, 24 - Stiffening rib, 25 - Reinforcing connecting plate, 26 - Anti-deformation internal support, 27 - Embedded steel ring water-filled bag, 28 - Reinforcement bars of the second section of the lower tower column, 29 - Reinforcement bars of the third section of the lower tower column, 30 - Reinforcement bars of the fourth section of the lower tower column, 31 - Concrete of the second section of the lower tower column, 32 - Concrete of the third section of the lower tower column, 33 - Concrete of the fourth section of the lower tower column, 34 - Embedded moving base for the vibration and screeding frame, 35 - Traveling track, 36 - Traveling wheel, 37 - Vibration and screeding moving vertical rod, 38 - Power system of the moving frame, 39 - Cross beam of the vibration and screeding moving frame, 40 - Reinforcing connecting rod, 41 - Power system of the moving hanging rod, 42 - Telescopic vibration and screeding moving hanging rod, 43 - First vibration and screeding beam, 44 - Second vibration and screeding beam. Detailed implementation mode

[0033] The present invention will be further described below in conjunction with embodiments. The description of the following embodiments is only for helping to understand the present invention. It should be noted that for those of ordinary skill in the technical field, without departing from the principle of the present invention, several modifications can still be made to the present invention, and these improvements and modifications also fall within the protection scope of the claims of the present invention.

[0034] Embodiment 1

[0035] As an embodiment, a construction method for the hollow lower tower column with an embedded steel ring in a cable tower includes the following steps:

[0036] Step 1: Construction of the pile foundation and the cap: First, construct the pile foundation 1 and the cap 2 under the tower column of the cable tower, and embed the moving base 34 of the vibration and screeding frame in the cap 2.

[0037] Construction of the vibrating and screeding moving hanger for sectional concrete pouring: Embed the moving base 34 of the vibrating and screeding frame in the bearing platform 2. Connect the walking track 35 to the embedded moving base 34 of the vibrating and screeding frame. The vibrating and screeding moving vertical rods 37 on both sides are connected by the vibrating and screeding moving frame cross beam 39 and strengthened by the strengthening connecting rod 40. The lower part of the vibrating and screeding moving vertical rod 37 is connected to the walking wheel 36. The walking wheel 36 is placed in the walking track 35. The vibrating and screeding moving vertical rod 37 is moved in the predetermined track through the moving frame power system 38. The retractable vibrating and screeding moving hanging rod 42 is suspended under the vibrating and screeding moving frame cross beam 39.

[0038] Step 2. Construction of the first section 5 of the lower tower column of the cable tower: Construct the lower tower column scaffold 3, bind the steel bars 17 of the first section of the lower tower column and embed the connecting and stabilizing steel plate 18. Then, weld the embedded steel ring circumferential connecting and stabilizing bars 19 at the corresponding positions on the embedded connecting and stabilizing steel plate 18. Weld the embedded steel ring arc-shaped connecting and stabilizing plate 20 on the other side of the embedded steel ring circumferential connecting and stabilizing bar 19. After installing the truss steel form 9 of the first section of the lower tower column, pour the concrete 21 of the first section 5 of the lower tower column. When pouring the concrete 21 of the first section 5 of the lower tower column, the retractable vibrating and screeding moving hanging rod 42 is connected to the first vibrating and screeding beam 43 at the lower part, and the concrete of the first section of the lower tower column is vibrated through the moving hanging rod power system 41.

[0039] Step 3. Construction of the second section 6 of the lower tower column of the cable tower: Construct the lower tower column scaffold 3, weld the anti-deformation internal support + embedded steel ring bladder grouting and weight system on the embedded steel ring arc-shaped connecting and stabilizing plate 20, bind the steel bars 28 of the second section of the lower tower column, and pour the concrete 31 of the second section 6 of the lower tower column after installing the truss steel form 10 of the second section of the lower tower column. When pouring the concrete 31 of the second section 6 of the lower tower column, the retractable vibrating and screeding moving hanging rod 42 is connected to the second vibrating and screeding beam 44 at the lower part, and the concrete of the second section of the lower tower column is vibrated through the moving hanging rod power system 41.

[0040] Step 4. Construction of the third section 7 of the lower tower column of the cable tower: Construct the lower tower column scaffold 3, bind the steel bars 29 of the third section of the lower tower column, and pour the concrete 32 of the third section 7 of the lower tower column after installing the truss steel form 11 of the third section of the lower tower column. When pouring the concrete 32 of the third section 7 of the lower tower column, the retractable vibrating and screeding moving hanging rod 42 is connected to the second vibrating and screeding beam 44 at the lower part, and the concrete of the third section of the lower tower column is vibrated through the moving hanging rod power system 41.

[0041] Step 5. Construction of the fourth section 8 of the lower tower column of the cable tower: Construct the lower tower column scaffold 3, bind the steel bars 30 of the fourth section of the lower tower column, and pour the concrete 33 of the fourth section 8 of the lower tower column after installing the truss steel form 12 of the fourth section of the lower tower column. When pouring the concrete 33 of the fourth section 8 of the lower tower column, the retractable vibrating and screeding moving hanging rod 42 is connected to the first vibrating and screeding beam 43 at the lower part, and the concrete of the fourth section of the lower tower column is vibrated through the moving hanging rod power system 41.

[0042] Embodiment 2

[0043] As another embodiment, the steel ring - embedded and hollowed - out lower tower column obtained by the method proposed in Embodiment 1 is as follows Figures 1 to 9 shown, including: the lower tower column truss steel formwork and construction platform system, the steel ring - embedded stable structure, and the sectional concrete pouring vibration and scraping moving hanger; a bearing platform 2 is provided at the bottom of the steel ring - embedded and hollowed - out lower tower column of the cable tower; the ground line 4 is slightly higher than the top surface of the bearing platform 2,

[0044] as Figure 1 and Figure 2 shown, the lower tower column truss steel formwork and construction platform system includes a truss steel formwork and a construction operation platform 14. The steel ring - embedded and hollowed - out lower tower column of the cable tower includes four segments, and there is a corresponding truss steel formwork for each segment. The truss steel formworks of each segment of the steel ring - embedded and hollowed - out lower tower column of the cable tower are used as the construction operation platform 14; the steel ring - embedded and hollowed - out lower tower column of the cable tower is divided into four segments, namely the first lower tower column segment 5, the second lower tower column segment 6, the third lower tower column segment 7, and the fourth lower tower column segment 8. The bottom of the lower tower column scaffold 3 is built on the top surface of the bearing platform 2. While building the lower tower column scaffold 3 for the first lower tower column segment 5 and the second lower tower column segment 6, the first - segment truss steel formwork 9 and the second - segment truss steel formwork 10 of the first and second lower tower column segments are installed. Then, while building the lower tower column scaffold 3 corresponding to the third lower tower column segment 7, the third - segment truss steel formwork 11 is installed. Then, while building the lower tower column scaffold 3 for the fourth lower tower column segment 8, the fourth - segment truss steel formwork 12 is installed. Safety rails 15 are set on the panel cross purlins 13 on both sides of the second lower tower column segment 6, the third lower tower column segment 7, and the fourth lower tower column segment 8, and safety nets 16 are hung below the safety rails 15 to increase the anti - falling protection ability, and the width of the truss of each segment of the lower tower column is used as the construction operation platform 14.

[0045] as Figures 3 to 5 shown, the steel ring - embedded stable structure includes a steel ring circumferential connection and stable system, and an anti - deformation internal support + steel ring - embedded pocket grouting and ballasting system. After the steel bars 17 of the first lower tower column segment are tied, a pre - embedded connection and stable steel plate 18 is installed, and then the steel ring circumferential connection and stable bars 19 are welded at the corresponding positions on the pre - embedded connection and stable steel plate 18, and the other side of the steel ring circumferential connection and stable bars 19 is welded to the steel ring circular arc connection and stable plate 20.

[0046] Weld the embedded steel ring on the arc-shaped connecting and stabilizing plate 20 of the embedded steel ring. The embedded steel ring is composed of an outer steel ring 22, an inner steel ring 23, stiffening ribs 24 and a strengthened connecting plate 25. Inside the inner steel ring 23, arrange a row of anti-deformation inner supports 26 at regular intervals horizontally, and additionally install an embedded steel ring water filling bladder bag 27 inside the inner steel ring 23 to ensure that the embedded steel ring does not float during the concrete pouring. The embedded steel ring is arranged within the height range of the second section 6 and the third section 7 of the lower tower column.

[0047] As Figures 6 to 9 shown, for the segmented concrete pouring, vibration and scraping, the movable hanger moves along the traveling track 35. For the segmented concrete pouring, vibration and scraping, the movable hanger extends into each segment through the first vibration and scraping beam 43 or the second vibration and scraping beam 44. In the bearing platform 2, there is a pre-embedded vibration and scraping frame moving base 34. On the pre-embedded vibration and scraping frame moving base 34, there is a traveling track 35. The movable hanger for segmented concrete pouring, vibration and scraping includes a vibrating and scraping movable vertical rod 37, a moving frame power system 38, a vibrating and scraping movable frame cross beam 39 and a moving hanging rod power system 41; the vibrating and scraping movable vertical rods 37 on both sides are connected by the vibrating and scraping movable frame cross beam 39 and are strengthened and connected by a strengthening connecting rod 40. Below the vibrating and scraping movable vertical rod 37, there are traveling wheels 36, and the traveling wheels 36 are placed in the traveling track 35. The vibrating and scraping movable vertical rod 37 is moved in the predetermined track through the moving frame power system 38. Below the vibrating and scraping movable frame cross beam 39, there is a telescopic vibrating and scraping movable hanging rod 42, and below the telescopic vibrating and scraping movable hanging rod 42, there is a connection to the first vibration and scraping beam 43 for vibrating the concrete of the first section 21 of the lower tower column and the concrete of the fourth section 33 of the lower tower column or the second vibration and scraping beam 44 for vibrating the concrete of the second section 31 of the lower tower column and the concrete of the fourth section 33 of the lower tower column.

Claims

1. A construction method for a hollow lower pylon column with an embedded steel ring in the pylon tower, characterized in that, It includes the following steps: Step 1, construction of the vibrating and screeding moving hanger for sectional concrete pouring: Construct the pile foundation (1) and the bearing platform (2), embed the vibrating and screeding frame moving base (34) in the bearing platform (2) and set the traveling track (35), and install the vibrating and screeding moving hanger for sectional concrete pouring; the vibrating and screeding moving hanger for sectional concrete pouring includes the vibrating and screeding moving vertical rod (37), the moving frame power system (38), the vibrating and screeding moving frame cross beam (39), and the moving hanging rod power system (41); the vibrating and screeding moving vertical rods (37) on both sides of the vibrating and screeding moving hanger for sectional concrete pouring are connected by the vibrating and screeding moving frame cross beam (39) and are strengthened by the strengthening connecting rod (40). Traveling wheels (36) are arranged below the vibrating and screeding moving vertical rod (37), and the traveling wheels (36) are placed in the traveling track (35). The vibrating and screeding moving vertical rod (37) is moved in the predetermined track through the moving frame power system (38). A telescopic vibrating and screeding moving hanging rod (42) is suspended below the vibrating and screeding moving frame cross beam (39); a first vibrating and screeding beam (43) or a second vibrating and screeding beam (44) is installed at the bottom end of the telescopic vibrating and screeding moving hanging rod (42); Step 2, construction of the first section of the lower tower column of the cable tower: Construct the scaffold (3) of the lower tower column, bind the steel bars (17) of the first section of the lower tower column and install the embedded steel ring arc-shaped tensile connection and stabilizing plate (20), formwork and pour the first section of the lower tower column (5), and the vibrating and screeding moving hanger for sectional concrete pouring vibrates through the first vibrating and screeding beam (43); Step 3, construction of the second section of the lower tower column of the cable tower: Raise the scaffold (3) of the lower tower column, weld the anti-deformation internal support + embedded steel ring water-filled bag pressure system on the embedded steel ring arc-shaped tensile connection and stabilizing plate (20), carry out binding, formwork and pouring of the second section of the lower tower column (6), and the vibrating and screeding moving hanger for sectional concrete pouring vibrates through the second vibrating and screeding beam (44); Raise the scaffold (3) of the lower tower column, weld the anti-deformation internal support + embedded steel ring water-filled bag pressure system on the embedded steel ring arc-shaped tensile connection and stabilizing plate (20). The anti-deformation internal support + embedded steel ring water-filled bag pressure system includes an embedded steel ring, and the embedded steel ring includes an outer steel ring (22), an inner steel ring (23), stiffening ribs (24), and a strengthening connection plate (25). Anti-deformation internal supports (26) are arranged horizontally at certain intervals inside the inner steel ring (23), and an embedded steel ring water-filled bag (27) is arranged inside the inner steel ring (23); Bind the steel bars (28) of the second section of the lower tower column, install the truss steel formwork (10) of the second section of the lower tower column, and then pour the concrete of the second section of the lower tower column (6). When pouring the concrete of the second section of the lower tower column (6), the lower end of the telescopic vibrating and screeding moving hanging rod (42) is connected to the second vibrating and screeding beam (44), and the vibrating and screeding moving hanger for sectional concrete pouring drives the second vibrating and screeding beam (44) to vibrate the concrete (31) of the second section of the lower tower column through the moving hanging rod power system (41); Step 4. Construction of the third segment of the lower tower column of the cable tower: Raise the scaffolding (3) of the lower tower column, and perform binding, formwork erection and pouring for the third segment (7) of the lower tower column. For segmented concrete pouring, vibration and leveling are carried out by the moving hanger, and the concrete is vibrated through the second vibrating and leveling beam (44). Step 5. Construction of the fourth segment of the lower tower column of the cable tower: Raise the scaffolding (3) of the lower tower column, and perform binding, formwork erection and pouring for the fourth segment (8) of the lower tower column. For segmented concrete pouring, vibration and leveling are carried out by the moving hanger, and the concrete is vibrated through the first vibrating and leveling beam (43).

2. The construction method of the steel ring embedded in the cable tower and the hollow lower tower column according to claim 1, characterized in that, Specifically, Step 2 is as follows: Construct the scaffolding (3) of the lower tower column, bind the steel bars (17) of the first segment of the lower tower column and embed the connecting and stabilizing steel plates (18). Then, weld the circumferential connecting and stabilizing steel bars (19) of the embedded steel ring on the embedded connecting and stabilizing steel plates (18). On the other side of the circumferential connecting and stabilizing steel bars (19) of the embedded steel ring, weld the arc-shaped connecting and stabilizing plates (20) of the embedded steel ring. After installing the truss steel formwork (9) of the first segment of the lower tower column, pour the concrete of the first segment (5) of the lower tower column. The first vibrating and leveling beam (43) is installed at the lower end of the telescopic vibrating and leveling moving hanging rod (42). For segmented concrete pouring, vibration and leveling are carried out by the moving hanger, and the moving hanger power system (41) drives the first vibrating and leveling beam (43) to vibrate the concrete (21) of the first segment of the lower tower column.

3. The construction method of the steel ring embedded in the cable tower and the hollow lower tower column according to claim 1, characterized in that Specifically, Step 4 is as follows: Raise the scaffolding (3) of the lower tower column, bind the steel bars (29) of the third segment of the lower tower column, install the truss steel formwork (11) of the third segment of the lower tower column and pour the concrete of the third segment (7) of the lower tower column. When pouring the concrete of the third segment (7) of the lower tower column, the second vibrating and leveling beam (44) is connected to the lower end of the telescopic vibrating and leveling moving hanging rod (42). For segmented concrete pouring, vibration and leveling are carried out by the moving hanger, and the moving hanger power system (41) drives the second vibrating and leveling beam (44) to vibrate the concrete (32) of the third segment of the lower tower column.

4. The construction method of the steel ring embedded in the cable tower and the hollow lower tower column according to claim 1, characterized in that, Specifically, Step 5 is as follows: Raise the scaffolding (3) of the lower tower column, bind the steel bars (30) of the fourth segment of the lower tower column, install the truss steel formwork (12) of the fourth segment of the lower tower column and pour the concrete of the fourth segment (8) of the lower tower column. When pouring the concrete of the fourth segment (8) of the lower tower column, the first vibrating and leveling beam (43) is connected to the lower end of the telescopic vibrating and leveling moving hanging rod (42). For segmented concrete pouring, vibration and leveling are carried out by the moving hanger, and the moving hanger power system (41) drives the first vibrating and leveling beam (43) to vibrate the concrete (33) of the fourth segment of the lower tower column.

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