A horizontal configuration control method for construction of multi-tower connected structures

Abstract

The present invention discloses a horizontal configuration control method for the construction of a multi-tower connected structure, and belongs to the field of building construction technology. S1. Establish a refined construction analysis model for each tower (29), calculate the lateral deformation law of each tower (29) under the combined effects of wind load, temperature, etc., and obtain the horizontal deformation value of each tower (29) at the control point of the connection area of ​​the sky corridor (30); S2. Real-time monitoring of the horizontal displacement of each control point, grasp the variation law of the area surrounded by each control point, and compare with the design to obtain the horizontal displacement difference; S3. Use finite element analysis to establish a model of the sky corridor (30) and the tower (29), and analyze the influence of the horizontal displacement difference on its force; S4. Set a construction device at the connection point between the tower (29) and the sky corridor (30), and use the construction device to adjust the horizontal configuration of the sky corridor (30). This technical solution is used to improve the construction effect of super-high-rise multi-tower connected buildings.

Description

Technical Field

[0001] The invention belongs to the technical field of building construction, and in particular relates to a horizontal configuration control method for the construction of a multi-tower connected structure. Background Art

[0002] like Figure 8 As shown in the figure, a super high-rise multi-tower connected building is composed of multiple super high-rise tower buildings and aerial corridors in the middle and high parts of the towers. The building has the following characteristics: the towers are arranged asymmetrically in plane and the plane sizes and heights of the towers are inconsistent; the three towers are connected to each other through the aerial corridor structure in the middle and high parts, and the connection method is rigid connection. Different from other twin tower connected or non-rigid connected structures, this connected structure has the characteristics of super high, asymmetric, rigid connection, etc., so the construction difficulty is relatively large.

[0003] When the sky corridor is connected to the installation area formed between the towers, the position accuracy of the sky corridor needs to be precisely controlled to ensure the construction effect of the sky corridor. In the prior art, the position accuracy of the sky corridor is usually adjusted and controlled by hoisting the entire structure. This method is prone to shaking due to external factors (wind), resulting in difficulty in controlling the position accuracy of the sky corridor, which in turn affects the construction effect. Summary of the invention

[0004] In view of this, the purpose of the present invention is to provide a horizontal configuration control method for the construction of a multi-tower connected structure, so as to solve the problem in the prior art that the position accuracy of the sky corridor is difficult to accurately control by adjusting the position accuracy of the sky corridor by hoisting.

[0005] In order to achieve the above object, the present invention provides the following technical solutions:

[0006] The present invention provides a construction device and a horizontal configuration control method for a multi-tower connected structure, comprising the following construction steps:

[0007] S1. Calculate the horizontal or lateral deformation of each tower: According to the design data, establish a detailed construction analysis model for each tower, calculate the lateral deformation law of each tower under the combined effects of wind load, temperature, etc., and obtain the horizontal deformation value of each tower at the control point of the sky corridor connection area;

[0008] S2. Measure the horizontal displacement of the control points of the tower in the area where the sky corridor is connected: Use GPS or other measures to monitor the horizontal displacement of each control point in real time, understand the change rules of the area surrounded by each control point, and compare it with the design to obtain the horizontal displacement difference;

[0009] S3. Analyze the influence of horizontal displacement difference: Use finite element analysis to build the sky corridor and tower model, and analyze the influence of horizontal displacement difference on its stress;

[0010] S4. Accurately adjust the relative horizontal shape between the towers: Set up construction equipment at the connection point between the tower and the sky corridor, and use the construction equipment to adjust the horizontal shape of the sky corridor by comparing and measuring the horizontal displacement with the design value. After the adjustment is in place, connect the sky corridor to the tower.

[0011] Further, in step S3, when the increase of local internal force is less than 5%, it is within the normal construction range; when the increase of local internal force is between 5% and 10%, local reinforcement measures are taken for the sky corridor; when the increase of local internal force is greater than 10%, the horizontal configuration of the sky corridor is precisely controlled by the construction device.

[0012] The construction device involved in step S4 includes a fixed plate, an upper mounting plate and a lower mounting plate are arranged on the upper part of the fixed plate, the upper mounting plate and the lower mounting plate are arranged in parallel, the upper mounting plate is provided with through holes distributed in a rectangular manner, each of the through holes is provided with a push rod, the push rod is slidably arranged in the through hole, the lower mounting plate is symmetrically provided with slide rails, the slide rails are slidably provided with wedge blocks of the same number as the push rods, connecting blocks are provided between adjacent wedge blocks, the connecting blocks connect several wedge blocks end to end, and a top is provided on the end of the lower mounting plate A push hydraulic rod, the shell of the push hydraulic rod is fixed on the end of the lower mounting plate, a push plate is provided on the output end of the push hydraulic rod, the push plate is fixed on the output end of the push hydraulic rod, the push plates are respectively fixed on the ends of two wedge blocks arranged close to the push hydraulic rod, one end of the push rod is in contact with the inclined surface of the wedge block, the other end of the push rod is provided with a bearing plate, the ground of the bearing plate is fixed on the upper end surfaces of several push rods, and several fixing blocks are provided on both side surfaces of the fixing plate, and the fixing blocks are used to be fixed on the tower structure.

[0013] The cam is provided with a plurality of holes, each of which is connected to the bottom surface of the bottom surface of the bottom surface of the top plate, and a plurality of push rods are slidably connected to the plurality of push rods, and a plurality of push rods are provided in the plurality of push rods.

[0014] Furthermore, sliding rods are symmetrically provided on the outer side of the second limiting groove, and sliding blocks are slidably provided on the sliding rods. A connecting plate is provided between the two sliding blocks, and a through hole is provided in the middle of the connecting plate. The limiting rod is slidably connected to the through hole of the connecting plate, and a threaded portion is provided at the lower part of the limiting rod. A clamping spring is sleeved on the outer side of the threaded portion, one end of the clamping spring is fixed to the connecting plate, and a retaining ring is provided at the other end of the retaining spring, and the retaining ring is slidably connected to the limiting rod. A nut is provided under the retaining ring, and the nut is rotatably connected to the retaining ring, and the nut is threadedly connected to the limiting rod.

[0015] Furthermore, a buffer spring is provided on each of the push rods. The buffer spring is sleeved on the push rod, and the buffer spring is located between the bearing plate and the upper mounting plate.

[0016] Furthermore, a roller is provided on one end of the push rod in contact with the wedge block, and the diameter direction of the roller is arranged parallel to the length direction of the slide rail.

[0017] Furthermore, a plurality of reinforcing ribs are provided on both side surfaces of the fixing plate, one end of the reinforcing rib is fixed to the fixing plate, and the other end of the reinforcing rib is fixed to both side surfaces of the lower mounting plate.

[0018] The beneficial effects of the present invention are:

[0019] (1) The horizontal configuration control method can accurately control the relative horizontal position of the three towers, that is, determine the location of the installation area, avoid excessive construction deviations causing excessive internal stress in the attached parts of the connected bodies and towers, and further improve the installation effect of the sky corridor;

[0020] (2) The construction device in the present technical solution controls the operation of the push hydraulic rod to drive the wedge block to move. During the movement of the wedge block, its inclined surface will act on the end of the push rod, thereby driving the push rod to move up and down, and then driving the sky corridor on the load-bearing plate to move up and down. Each construction device can adjust the local up and down height of the sky corridor, thereby changing the overall height of the sky corridor, and then adjusting and controlling the horizontal position of the sky corridor in the installation area, thereby ensuring the installation accuracy of the sky corridor between the installation areas formed by multiple towers.

[0021] Other advantages, objectives and features of the present invention will be described in the following description and will be apparent to those skilled in the art to some extent, or those skilled in the art may be taught from the practice of the present invention. The objectives and other advantages of the present invention may be realized and obtained through the following description. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] In order to make the purpose, technical solution and beneficial effects of the present invention clearer, the present invention provides the following drawings for illustration:

[0023] Figure 1 It is a schematic diagram of the steps of the horizontal configuration control method of the present invention;

[0024] Figure 2 It is a schematic front view of the construction device of the present invention;

[0025] Figure 3 A three-dimensional schematic diagram of the construction device of the present invention from another viewing angle;

[0026] Figure 4 It is a three-dimensional schematic diagram of a fixed plate, an upper mounting plate and a lower mounting plate in the construction device of the present invention;

[0027] Figure 5 It is a three-dimensional schematic diagram of the arrangement of the slide bar and the slide block in the construction device of the present invention;

[0028] Figure 6 It is a schematic diagram of the arrangement of the limit plate and the limit rod in the construction device of the present invention;

[0029] Figure 7 It is a schematic diagram of the arrangement of the wedge-shaped block in the construction device of the present invention;

[0030] Figure 8 It is a schematic top view of the sky corridor installed between three towers in the present invention.

[0031] The following are marked in the accompanying drawings:

[0032] 1. Fixed plate; 2. Upper mounting plate; 3. Lower mounting plate; 4. Slide rail; 5. Wedge block; 6. Push hydraulic rod; 7. Push plate; 8. Slide groove; 9. Push rod; 10. Buffer spring; 11. Limit plate; 12. Limit rod; 13. Rectangular groove; 14. Slide plate; 15. First limit groove; 16. Second limit groove; 17. Second clamping block; 18. First clamping block; 19. Slide rod; 20. Slider; 21. Connecting plate; 22. Retaining spring; 23. Retaining ring; 24. Nut; 25. Threaded part; 26. Load-bearing plate; 27. Fixed block; 28. Reinforcement rib; 29. ​​Tower; 30. Sky corridor. DETAILED DESCRIPTION

[0033] like Figure 1 As shown, a construction device and horizontal configuration control method for a multi-tower connected structure include the following construction steps:

[0034] S1. Calculate the horizontal or lateral deformation of each tower 29 (3): Based on the design data, establish a detailed construction analysis model for each tower 29, calculate the lateral deformation law of each tower 29 under the combined effects of wind load, temperature, etc., and obtain the horizontal deformation value of each tower 29 at the control point (A1-C2) of the connection area of ​​the sky corridor 30;

[0035] S2. Measure the horizontal displacement of the control points of the tower 29 in the area where the sky corridor 30 is connected: Use GPS or other measures to monitor the horizontal displacement of each control point in real time, understand the variation law of the area surrounded by each control point, and compare it with the design to obtain the horizontal displacement difference;

[0036] S3. Analyze the influence of horizontal displacement difference: Use finite element analysis to build models of the sky corridor 30 and the tower 29 to analyze the influence of horizontal displacement difference on their stress;

[0037] S4. Accurately adjust the relative horizontal configuration of the tower 29: set up a construction device at the connection point between the tower 29 and the sky corridor 30, and use the construction device to adjust the horizontal configuration of the sky corridor 30 by comparing and measuring the horizontal displacement with the design value. After the adjustment is in place, connect the sky corridor 30 to the tower 29.

[0038] In one feasible manner, in step S3, when the increase of the local internal force is less than 5%, it is within the normal construction range; when the increase of the local internal force is between 5% and 10%, local reinforcement measures are taken for the sky corridor 30; when the increase of the local internal force is greater than 10%, the horizontal configuration of the sky corridor 30 is precisely controlled by the construction device.

[0039] Because multiple different super-high-rise towers 29 will undergo irregular lateral / horizontal deformations under the influence of environmental factors such as wind and temperature, before the sky corridor 30 is connected to the multiple towers 29, the multiple towers 29 are deformed freely, which will affect the pre-set installation area of ​​the sky corridor 30 between the multiple towers 29. Therefore, the horizontal position control method can accurately control the relative horizontal position of the three towers, that is, determine the position of the installation area, avoid excessive construction deviations causing adverse consequences such as excessive internal stress in the accessories of the connected body and towers, and further improve the installation effect of the sky corridor 30.

[0040] like Figure 2-Figure 7 As shown, the construction device in step S4 includes a fixed plate 1, which can be understood as a vertical plate. An upper mounting plate 2 and a lower mounting plate 3 are arranged vertically to the fixed plate 1 on the upper part of the fixed plate 1. The upper mounting plate 2 and the lower mounting plate 3 are arranged in parallel. The upper mounting plate 2 is provided with rectangular through holes, each of which is provided with a push rod 9. The push rod 9 is slidably arranged in the through hole. The lower mounting plate 3 is symmetrically provided with slide rails 4. The slide rails 4 are slidably provided with wedge blocks 5 of the same number as the push rod 9. The wedge blocks 5 and the slide rails 4 can be connected by sliding card connection, so that the wedge blocks 5 cannot achieve vertical displacement. Connecting blocks are provided between adjacent wedge blocks 5 to connect them. The block connects several wedge blocks 5 end to end, a push hydraulic rod 6 is provided on the end of the lower mounting plate 3, the shell of the push hydraulic rod 6 is fixed on the end of the lower mounting plate 3, a push plate 7 is provided on the output end of the push hydraulic rod 6, the push plate 7 is fixed on the output end of the push hydraulic rod 6, the push plates 7 are respectively fixed on the ends of two wedge blocks 5 arranged close to the push hydraulic rod 6, one end of the push rod 9 is in contact with the inclined surface of the wedge block 5, and the other end of the push rod 9 is provided with a bearing plate 26, the ground of the bearing plate 26 is fixed to the upper end surfaces of several push rods 9, and several fixed blocks 27 are provided on both side surfaces of the fixed plate 1, and the fixed blocks 27 are used to be fixed on the tower structure.

[0041] The working principle of the above technical solution is:

[0042] Before the skywalk 30 is hoisted to the designated position, several construction devices are fixed on the side of the tower 29, and then the skywalk 30 is placed on the bearing plate 26, that is, the construction devices support the bearing plate 26, and then the operation of the jacking hydraulic rod 6 is controlled to drive the wedge block 5 to move. During the movement of the wedge block 5, its inclined surface will act on the end of the top rod 9, thereby driving the top rod 9 to move up and down, and then driving the skywalk 30 on the bearing plate 26 to move up and down, and then each construction device can adjust the local up and down height of the skywalk 30, thereby changing the overall height of the skywalk 30, and then the horizontal position of the skywalk 30 in the installation area can be adjusted and controlled, thereby ensuring the installation accuracy of the skywalk 30 between the installation areas formed by multiple towers 29.

[0043] In one practicable manner, a plurality of through holes directly above the slide rail 4 are interconnected to form a slide groove 8, that is, a plurality of through holes are connected to form a through groove, a limit plate 11 is provided below the upper mounting plate 2, a plurality of top rods 9 are slidably connected to the limit plate 11, a middle portion of the limit plate 11 and a middle portion of the upper mounting plate 2 are both provided with limit holes, a rectangular groove 13 is provided in the middle portion of the lower mounting plate 3 along the length direction, a limit rod 12 is provided in the limit hole, one end of the limit rod 12 is located in the limit hole, and the other end of the limit hole passes through the rectangular groove 13 and is located below the lower mounting plate 3, and the rectangular groove Slide plates 14 are symmetrically provided on both sides of the upper surface of 13, and the slide plates 14 can slide on the lower mounting plate 3. One end of the slide plate 14 is fixed on the push plate 7. A plurality of first limiting grooves 15 are provided on the slide plates 14. A plurality of second limiting grooves 16 are provided on both sides of the lower surface of the rectangular groove 13. A first clamping block 18 matching the first limiting groove 15 is provided on the limiting rod 12 above the rectangular groove 13, and a second clamping block 17 matching the second limiting groove 16 is provided on the limiting rod 12 below the rectangular groove 13. The first clamping block 18 and the second clamping block 17 are both fixed on the limiting rod 12.

[0044] When the surface of the aerial corridor 30 is not on the same horizontal plane, the construction device needs to adjust the height of the aerial corridor 30 up and down. At this time, the upper end of the limit rod 12 is inserted into the through hole in the middle of the upper mounting plate 2 and the limit plate 11, and the second clamping block 17 is clamped in the second limit groove 16. That is, at this time, since the upper mounting plate 2 and the lower mounting plate 3 are fixed, the two ends of the limit rod 12 will not move horizontally. That is, the movement of the push hydraulic rod 6 at this time will drive the wedge block 5 to move, and then the push rod 9 is moved up to perform the vertical height adjustment operation;

[0045] When the height of the aerial corridor 30 is on the same horizontal plane and the installation angle in the horizontal plane has not reached the specified position, the construction device needs to push the various parts of the aerial corridor 30 to move in the water surface to adjust its installation angle. At this time, it is only necessary to pull the limit rod 12 downward to disengage the limit rod 12 from the through hole of the upper mounting plate 2, and then clamp the first clamping block 18 in the first limit groove 15. At this time, when the push hydraulic rod 6 acts on the wedge block 5, it drives the wedge block 5 and the slide plate 14 to move on the lower mounting plate 3. At this time, due to the loss of the upper and lower ends of the limit rod 12, the limit rod 12 will move with the movement of the slide plate 14, thereby driving the top rod 9 to slide in the slide groove 8, thereby driving the control corridor to move in the horizontal plane, and then through the movement of each part, the rotation angle of the aerial corridor 30 in the horizontal plane can be adjusted.

[0046] It should be noted that a number of through holes can be set in the middle of the upper mounting plate 2, that is, after being moved horizontally to the specified position, the height adjustment of the supporting plate 26 can be achieved by moving the limit rod 12 upward. That is, this setting method can freely switch between the two modes of height adjustment and horizontal adjustment.

[0047] In one feasible manner, sliding rods 19 are symmetrically provided on the outer side of the second limiting groove 16, and sliding blocks 20 are slidably provided on the sliding rods 19. A connecting plate 21 is provided between the two sliding blocks 20, and a through hole is provided in the middle of the connecting plate 21. The limiting rod 12 is slidably connected to the through hole of the connecting plate 21, and a threaded portion 25 is provided at the lower part of the limiting rod 12. A clamping spring 22 is sleeved on the outer side of the threaded portion 25. One end of the clamping spring 22 is fixed on the connecting plate 21, and a retaining ring 23 is provided on the other end of the retaining spring 22. The retaining ring 23 is slidably connected to the limiting rod 12, and a nut 24 is provided below the retaining ring 23. The nut 24 is rotatably connected to the retaining ring 23, such as through a bearing, and the nut 24 is threadedly connected to the limiting rod 12.

[0048] By arranging the slide bar 19, the slider 20 and the connecting plate 21, when the limit rod 12 moves, the pressing spring 22 can be driven to move, and at the same time, the end of the pressing spring 22 is fixed on the connecting plate 21, that is, when the nut 24 rotates upward, the spring will be compressed, that is, at this time, a downward force will be applied to the limit rod 12, that is, the first clamping block 18 will be tightened and inserted into the first limit groove 15, so as to avoid the problem of it coming out during movement or vibration;

[0049] When the nut 24 is rotated downward, the pressing spring 22 is stretched, that is, an upward force is applied to the limiting rod 12, that is, the second clamping block 17 is pressed against the second limiting groove 16, so as to avoid the problem that the second clamping block 17 is separated from the second limiting groove 16 under the action of the gravity of the limiting rod 12. This setting can improve the stability and safety of the construction device during the lifting and lateral movement process.

[0050] In an practicable manner, a buffer spring 10 is provided on each of the push rods 9 . The buffer spring 10 is sleeved on the push rod 9 , and the buffer spring 10 is located between the bearing plate 26 and the upper mounting plate 2 .

[0051] In an practicable manner, a roller is provided on the end of the push rod 9 that contacts the wedge block 5, and the diameter direction of the roller is arranged parallel to the length direction of the slide rail 4, so as to improve the movement effect of the push rod 9. A plurality of reinforcing ribs 28 are provided on both sides of the fixed plate 1, one end of the reinforcing rib 28 is fixed on the fixed plate 1, and the other end of the reinforcing rib 28 is fixed on both sides of the lower mounting plate 3.

[0052] Finally, it should be noted that the above preferred embodiments are only used to illustrate the technical solutions of the present invention rather than to limit it. Although the present invention has been described in detail through the above preferred embodiments, those skilled in the art should understand that various changes can be made in form and details without departing from the scope defined by the claims of the present invention.

Claims

1. A horizontal configuration control method for the construction of a multi-tower connected structure, characterized in that: The construction steps include: S1. Calculate the horizontal or lateral deformation of each tower (29): Based on the design data, establish a detailed construction analysis model of each tower (29), calculate the lateral deformation law of each tower (29) under the combined effects of wind load, temperature, etc., and obtain the horizontal deformation value of each tower (29) at the control point of the connecting area of ​​the sky corridor (30); S2. Measure the horizontal displacement of the control points of the tower (29) in the area where the sky corridor (30) is connected: Use GPS or other measures to monitor the horizontal displacement of each control point in real time, understand the variation law of the area surrounded by each control point, and compare it with the design to obtain the horizontal displacement difference; S3. Analyze the influence of horizontal displacement difference: Use finite element analysis to build models of the sky corridor (30) and the tower (29) to analyze the influence of horizontal displacement difference on their stress; S4, accurately adjust the relative horizontal configuration between the towers (29): set a construction device at the connection between the tower (29) and the sky corridor (30), by comparing the measured horizontal displacement with the design value, use the construction device to adjust the horizontal configuration of the sky corridor (30), and after the adjustment is in place, connect the sky corridor (30) to the tower (29); The construction device in step S4 comprises a fixed plate (1), an upper mounting plate (2) and a lower mounting plate (3) are provided on the upper part of the fixed plate (1), the upper mounting plate (2) and the lower mounting plate (3) are arranged in parallel, the upper mounting plate (2) is provided with rectangular through holes, each of the through holes is provided with a push rod (9), the push rod (9) is slidably arranged in the through hole, the lower mounting plate (3) is symmetrically provided with a slide rail (4), the slide rail (4) is slidably provided with a number of wedge blocks (5) equal to the number of push rods (9), a connecting block is provided between adjacent wedge blocks (5), the connecting block connects a plurality of wedge blocks (5) end to end, and a push hydraulic rod (6) is provided at the end of the lower mounting plate (3). ), the shell of the push hydraulic rod (6) is fixed on the end of the lower mounting plate (3), a push plate (7) is provided on the output end of the push hydraulic rod (6), the push plate (7) is fixed on the output end of the push hydraulic rod (6), the push plate (7) is respectively fixed on the ends of two wedge blocks (5) arranged close to the push hydraulic rod (6), one end of the push rod (9) is in contact with the inclined surface of the wedge block (5), the other end of the push rod (9) is provided with a bearing plate (26), the ground of the bearing plate (26) is fixed to the upper end surfaces of a plurality of push rods (9), a plurality of fixing blocks (27) are provided on both side surfaces of the fixing plate (1), the fixing blocks (27) are used to be fixed on the tower structure; A plurality of through holes directly above the slide rail (4) are interconnected to form a slide groove (8); a limit plate (11) is provided below the upper mounting plate (2); a plurality of top rods (9) are slidably connected to the limit plate (11); a middle portion of the limit plate (11) and a middle portion of the upper mounting plate (2) are both provided with limit holes; a rectangular groove (13) is provided in the middle portion of the lower mounting plate (3) along the length direction; a limit rod (12) is provided in the limit hole; one end of the limit rod (12) is located in the limit hole; the other end of the limit hole passes through the rectangular groove (13) and is located below the lower mounting plate (3); the upper surface of the rectangular groove (13) Slide plates (14) are symmetrically arranged on both sides of the surface, one end of the slide plate (14) is fixed on the push plate (7), a plurality of first limiting grooves (15) are arranged on the slide plates (14), a plurality of second limiting grooves (16) are arranged on both sides of the lower surface of the rectangular groove (13), a first clamping block (18) matching the first limiting groove (15) is arranged on the limiting rod (12) above the rectangular groove (13), a second clamping block (17) matching the second limiting groove (16) is arranged on the limiting rod (12) below the rectangular groove (13), and the first clamping block (18) and the second clamping block (17) are both fixed on the limiting rod (12).

2. A horizontal configuration control method for construction of a multi-tower connected structure according to claim 1, characterized in that: In step S3, when the increase in local internal force is less than 5%, it is within the normal construction range. When the increase in local internal force is between 5% and 10%, local reinforcement measures are taken for the aerial corridor (30). When the increase in local internal force is greater than 10%, the horizontal configuration of the aerial corridor (30) is precisely controlled by the construction device.

3. The horizontal configuration control method for the construction of a multi-tower connected structure according to claim 1, characterized in that: The outer side of the second limiting groove (16) is symmetrically provided with a sliding bar (19), and a sliding block (20) is slidably provided on each of the sliding bars (19). A connecting plate (21) is provided between the two sliding blocks (20), and a through hole is provided in the middle of the connecting plate (21). The limiting rod (12) is slidably connected to the through hole of the connecting plate (21). A threaded portion (25) is provided at the lower part of the limiting rod (12), and a clamping spring (22) is sleeved on the outer side of the threaded portion (25). One end of the clamping spring (22) is fixed to the connecting plate (21), and the other end of the clamping spring (22) is provided with a retaining ring (23). The retaining ring (23) is slidably connected to the limiting rod (12), and a nut (24) is provided below the retaining ring (23). The nut (24) is rotatably connected to the retaining ring (23), and the nut (24) is threadedly connected to the limiting rod (12).

4. The horizontal configuration control method for the construction of a multi-tower connected structure according to claim 1, characterized in that: The push rods (9) are each provided with a buffer spring (10), the buffer spring (10) being sleeved on the push rods (9), and the buffer spring (10) being located between the bearing plate (26) and the upper mounting plate (2).

5. The horizontal configuration control method for the construction of a multi-tower connected structure according to claim 1, characterized in that: The push rod (9) is provided with a roller on the end in contact with the wedge block (5), and the diameter direction of the roller is arranged parallel to the length direction of the slide rail (4).

6. The horizontal configuration control method for the construction of a multi-tower connected structure according to claim 1, characterized in that: A plurality of reinforcing ribs (28) are provided on both side surfaces of the fixing plate (1), one end of the reinforcing rib (28) is fixed to the fixing plate (1), and the other end of the reinforcing rib (28) is fixed to both side surfaces of the lower mounting plate (3).

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