Space multi-variable intelligent climbing form curved surface formwork structure

Abstract

This utility model discloses a spatially variable segment intelligent climbing formwork curved template structure, relating to the field of climbing formwork technology. It includes a bottom support assembly installed on the outer facade of the top of a tower column. The bottom support assembly includes a horizontally arranged load-bearing beam; a slide rail beam is arranged above the load-bearing beam, and a trolley support beam that reciprocates along the slide rail beam is arranged above the slide rail beam. A rearward-moving main back rib is arranged on the side of the trolley support beam near the tower column; multiple adjustable back ribs with adjustable lateral spacing are arranged from top to bottom near the tower column on the rearward-moving main back rib; vertical wooden beams are fixedly connected between the sides of adjacent two adjustable back ribs near the tower column, and all vertical wooden beams form a wooden beam assembly with a variable cross-sectional curve. A panel is fitted onto the side of the wooden beam assembly near the tower column; a fine-tuning support is installed on one side between the slide rail beam and the load-bearing beam, and a connecting hinge is installed on the other side. This utility model has a reasonable design; each fine-tuning back rib is located at the segmental joint of adjacent vertical wooden beams, and the cross-section of all vertical wooden beams forms a spatially variable curve. The fine-tuning support ensures that the slide rail beam is in a horizontal state.

Description

Technical Field

[0001] This utility model relates to the field of climbing formwork technology, and more specifically to the field of a spatially variable segment intelligent climbing formwork curved surface template structure technology. Background Technology

[0002] Climbing formwork, also known as scaffolding formwork internationally, consists of three parts: climbing formwork, climbing scaffolding (some climbing formwork systems do not have climbing scaffolding), and climbing equipment. It is an effective tool in the construction of tall structures such as shear wall systems, cylindrical tube systems, and bridge piers. Due to its self-climbing capability, it eliminates the need for lifting machinery, reducing the workload of transport equipment during construction. Suspending scaffolding on the self-climbing formwork eliminates the need for external scaffolding during construction. In summary, climbing formwork reduces the number of lifting machines required and speeds up construction, thus offering good economic benefits.

[0003] The existing climbing formwork has problems with the inconvenience of adjusting the curvature of the curved template and the inconvenience of adjusting the levelness of the slide rail beam. Utility Model Content

[0004] The purpose of this utility model is to provide a spatially variable segment intelligent climbing formwork template structure in order to solve the above-mentioned technical problems.

[0005] To achieve the above objectives, this utility model specifically adopts the following technical solution:

[0006] This utility model provides a spatial multi-segment intelligent climbing formwork curved template structure, including a bottom support component installed on the outer facade of the top of the tower column. The bottom support component includes a horizontally arranged load-bearing beam. A slide rail beam is provided above the load-bearing beam, and a trolley support beam that moves back and forth along the slide rail beam is provided above the slide rail beam. A rearward main back rib is provided on the side of the trolley support beam near the tower column.

[0007] The rearward main back rib is located near the tower column and has multiple adjustable back ribs with adjustable lateral spacing. A vertical wooden beam is fixedly connected between the sides of two adjacent adjustable back ribs near the tower column. All the vertical wooden beams form a wooden beam assembly with a variable cross-sectional curve. A panel is attached to the side of the wooden beam assembly near the tower column.

[0008] A fine-tuning support is installed on one side between the slide rail beam and the load-bearing beam, and a connecting hinge is installed on the other side.

[0009] Specifically, the rearward-moving main back rib is the foundation for installing the timber beam assembly. Multiple fine-tuning back ribs are installed between the timber beam assembly and the rearward-moving main back rib to adjust the distance between them. The timber beam assembly consists of multiple vertical timber beams with variable cross-sectional curves arranged from top to bottom, and each fine-tuning back rib is located at the joint between adjacent vertical timber beam segments.

[0010] In one embodiment, the bottom support assembly includes a vertical guide rail; a main column capable of rising and falling along the vertical guide rail is provided on the vertical guide rail, a middle platform beam is provided at the bottom of the main column, and an outer vertical pole of the middle platform is provided vertically outside the middle platform beam; a load-bearing beam is provided at the top of the main column and the outer vertical pole of the middle platform; and rollers capable of sliding on the slide rail beam are installed at the lower part of the trolley support beam.

[0011] Specifically, rollers installed on the lower part of the trolley support beam slide on the slide rail beam to realize the opening and closing of the template.

[0012] In one embodiment, the fine-tuning support includes an adjustment support frame fixed to the bottom of the slide rail beam, an adjustment base set on the load-bearing beam, and a screw rod ball-jointed on the adjustment base. The bottom of the adjustment support frame is provided with a screw hole that mates with the screw rod. A circular level is provided on the tail end of the slide rail beam away from the tower column for observing whether the slide rail beam is in a horizontal state.

[0013] Specifically, the fine-tuning support has a screw inside, which can be raised or lowered within a 5cm range to adjust its height, thus ensuring the slide rail beam is level. To check if the slide rail beam is level, a circular level is installed at the tail end of the slide rail beam. When the bubble in the level is centered, it proves that the slide rail is level, and the corresponding platform is level.

[0014] In one embodiment, the slide rail beam and the load-bearing beam are fixed together at the end away from the tower column by L-bolts.

[0015] Specifically, when the slide rail beam is in a horizontal state, it is fixed to the load-bearing beam by L-bolts at the end of the slide rail beam, and limit clips are installed on the slide rail beam.

[0016] In one embodiment, a first adjusting support rod and a second adjusting support rod are respectively hinged to the middle and top of the side of the rearward main back rib away from the tower column. The other ends of the first adjusting support rod and the second adjusting support rod are both hinged to the end of the trolley support beam away from the rearward main back rib. The lengths of the first adjusting support rod and the second adjusting support rod are adjustable.

[0017] Specifically, two adjusting support rods (the first adjusting support rod and the second adjusting support rod) are hinged to the rear of the rearward-moving main back rib. One end of the adjusting support rod is hinged to the trolley support beam, and the other end is hinged to the rearward-moving main back rib. The rearward-moving main back rib, the trolley support beam, and the adjusting support rods form a stable triangular system. The adjusting support rods are adjustable in length and have positive and negative threaded rods at both ends. The verticality of the rearward-moving main back rib can be adjusted by adjusting the length of the adjusting support rods.

[0018] In one embodiment, a plumb bob is orthogonally installed on the side of the rearward main back rib away from the tower column. A horizontal caliper is installed at an adjustable angle on the rearward main back rib below the plumb bob. A plumb line is installed at the end of the plumb bob away from the rearward main back rib. A hanging plumb ball is attached to the bottom of the plumb line. The horizontal caliper is horizontally installed. The zero point of the horizontal caliper is located in the middle of the horizontal caliper. The scale of the horizontal caliper increases from the middle zero point to both sides.

[0019] When the main back rib is moved back to be vertical, the plumb line passes through the zero point of the horizontal caliper.

[0020] Specifically, a plumb bob is installed on the rearward main back rib, and a horizontal caliper is installed at the bottom. The zero point of the horizontal caliper is located in the middle, and the scale increases to the left and right along the middle zero point. When the rearward main back rib is set vertically, the plumb line passes through the middle zero point. The first and second adjusting support rods are adjusted according to the scale indicated by the offset of the plumb line to precisely control the inclination of the rearward main back rib.

[0021] In one embodiment, each fine-tuning back rib includes a hollow structure composed of two back-facing channel steels welded at a certain distance and an adjusting bolt. The adjusting bolt is connected to the fine-tuning back rib via a threaded hole set on the rearward main back rib. By adjusting the length of the adjusting bolt, the horizontal lateral position of the hollow structure is adjusted. The fine-tuning back rib is fixed to the rearward main back rib by locking bolts.

[0022] Specifically, by fine-tuning the back ribs to different planar positions, a certain curvature or linear shape is formed to ensure the installation of multi-segment templates in space. The fine-tuning back ribs are then fixed to the rearward-moving main back ribs using locking bolts located at their feet.

[0023] In one embodiment, the hollow structure includes two back-to-back channel steels, a top plate welded between the two channel steels, and a bottom plate with bolt holes. The top plate is located on the side closer to the wooden beam assembly, and the bolt holes on the bottom plate are engaged with adjusting bolts. Locking bolts are connected to the edges of the corresponding channel steels.

[0024] In one embodiment, the timber beam assembly includes a first vertical timber beam, a second vertical timber beam, a third vertical timber beam, and a fourth vertical timber beam, which are fixed in segments from top to bottom.

[0025] Each fine-tuning back rib is set at the segment joint between two adjacent vertical wooden beams, and the wooden beam assembly forms a spatially variable curve.

[0026] In one embodiment, the panel and the wooden beam assembly are connected by a plurality of transverse connectors of different transverse widths, and the plurality of transverse connectors are fixed to the wooden beam assembly by nails at equal intervals from top to bottom.

[0027] Specifically, the height of the small wooden beams (transverse connectors) is then set according to the calculated chord spacing of the spatial curve. The small wooden beams are vertically and evenly distributed and fixed to the wooden beam assembly. Then, the Vesa board (panel) or other panels are fixed to the small wooden beams, and the flexible bending of the panels forms the corresponding spatial curved surface linearity, thereby ensuring the linearity of the tower column.

[0028] In one embodiment, the top of the main column is hinged to the load-bearing beam via a hinged seat, the top of the outer upright of the middle platform is hinged to the load-bearing beam, and a main adjusting support rod is hinged between the bottom of the main column and the bottom of the load-bearing beam on the side near the outer upright of the middle platform.

[0029] The beneficial effects of this utility model are as follows:

[0030] 1. This utility model has a reasonable design. Each fine-tuning back rib is set at the segment joint of two adjacent vertical wooden beams, and the wooden beam assembly forms a spatially variable curve or chord.

[0031] 2. The fine-tuning support is equipped with a screw rod, which can be raised or lowered within a 5cm range to adjust its height, thus ensuring the slide rail beam is level. To check if the slide rail beam is level, a circular level is installed at the tail end of the slide rail beam. When the bubble in the level is centered, it proves that the slide rail is level, and the corresponding platform is level.

[0032] 3. By fine-tuning the back ribs to different planar positions, a certain curvature or linear shape is formed to ensure the installation of multi-segment templates in space. Then, the fine-tuning back ribs are fixed to the rearward main back ribs using locking bolts located at the foot of the fine-tuning back ribs.

[0033] 4. Install a plumb bob suspension rod on the rearward main back rib, suspend a plumb bob, and install a horizontal caliper at the bottom. The zero point of the horizontal caliper is located in the middle, and the scale increases to the left and right along the middle zero point position. The tilt of the rearward main back rib is precisely controlled according to the scale indicated by the offset of the plumb line. Attached Figure Description

[0034] To more clearly illustrate the technical solutions of the embodiments of this utility model, the drawings used in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of this utility model and should not be regarded as a limitation of the scope. For those skilled in the art, other related drawings can be obtained from these drawings without creative effort.

[0035] Figure 1 This is a schematic diagram of the structure of this utility model;

[0036] Figure 2 This is a schematic diagram of the structure for fine-tuning the back rib;

[0037] Figure 3 yes Figure 1 A partial structural diagram of the load-bearing beam;

[0038] Figure 4 yes Figure 1 Enlarged view of the rearward-moving main back rib;

[0039] Attached reference numerals: 1. Tower column; 2. Vertical guide rail; 3. Horizontal caliper; 4. Plumb line; 5. Plumb bob suspension rod; 6. Panel; 7. Main column; 8. Wooden beam assembly; 9. Fine-tuning back brace; 10. Rear-moving main back brace; 11. Second adjusting support rod; 12. First adjusting support rod; 13. Trolley support beam; 14. Slide rail beam; 15. Limiting clip; 16. L-bolt; 17. Circular level; 18. Outer upright of the middle platform; 19. Fine-tuning support; 20. Middle platform crossbeam; 21. Load-bearing beam; 22. Main adjusting support rod; 23. Lateral connector;

[0040] 91. Base plate; 92. Top plate; 93. Adjusting bolt; 94. Locking bolt. Detailed Implementation

[0041] To make the technical problems, technical solutions, and technical effects of this utility model clearer, the technical solutions of this utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of this utility model. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. The components of the embodiments of this utility model described and shown in the accompanying drawings can generally be arranged and designed in various different configurations.

[0042] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely to illustrate selected embodiments of the invention. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without inventive effort are within the scope of protection of the present invention.

[0043] It should be noted that similar reference numerals and letters in the following figures indicate similar items; therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures. Furthermore, the terms "first," "second," etc., are used only to distinguish descriptions and should not be construed as indicating or implying relative importance.

[0044] In the description of the embodiments of this utility model, it should be noted that the terms "inner", "outer", "upper", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship in which the utility model product is usually placed when in use. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0045] Example 1

[0046] like Figures 1 to 4 As shown, this embodiment provides a spatial multi-segment intelligent climbing formwork curved template structure, including a bottom support component installed on the top exterior of the tower column 1. The bottom support component includes a horizontally arranged load-bearing beam 21; a slide rail beam 14 is arranged above the load-bearing beam 21, and a trolley support beam 13 that moves back and forth along the slide rail beam 14 is arranged above the slide rail beam 14. A rearward main back rib 10 is arranged on the side of the trolley support beam 13 near the tower column 1.

[0047] The rearward main back rib 10 is close to the tower column 1 and has multiple adjustable back ribs 9 with adjustable horizontal spacing from top to bottom. A vertical wooden beam is fixedly connected between the sides of two adjacent adjustable back ribs 9 that are close to the tower column 1. All the vertical wooden beams form a wooden beam assembly 8 with a variable cross-sectional curve. A panel 6 is attached to the side of the wooden beam assembly 8 that is close to the tower column 1.

[0048] A fine-tuning support 19 is installed on one side between the slide rail beam 14 and the load-bearing beam 21, and a connecting hinge is installed on the other side.

[0049] Specifically, the rearward-moving main back rib 10 serves as the foundation for installing the timber beam assembly 8. Multiple fine-tuning back ribs 9 are provided between the timber beam assembly 8 and the rearward-moving main back rib 10 to adjust the distance between them. The timber beam assembly 8 comprises multiple vertical timber beams with variable cross-sectional curves arranged from top to bottom, and each fine-tuning back rib 9 is located at the joint between adjacent vertical timber beam segments.

[0050] Example 2

[0051] This embodiment is a further optimization based on Embodiment 1, specifically:

[0052] The bottom support assembly includes a vertical guide rail 2; a main column 7 capable of rising and falling along the vertical guide rail 2 is provided on the vertical guide rail 2, a middle platform crossbeam 20 is provided at the bottom of the main column 7, and an outer middle platform upright 18 is vertically provided outside the middle platform crossbeam 20; a load-bearing beam 21 is provided on the top of the main column 7 and the outer middle platform upright 18; and rollers capable of sliding on the slide rail beam 14 are installed at the lower part of the trolley support beam 13.

[0053] Specifically, rollers are installed on the lower part of the trolley support beam 13 and slide on the slide rail beam 14 to realize the opening and closing of the template.

[0054] The fine-tuning support 19 includes an adjustment support frame fixed to the bottom of the slide rail beam 14, an adjustment base set on the load-bearing beam 21, and a screw rod ball-jointed on the adjustment base. The bottom of the adjustment support frame is provided with a screw hole that mates with the screw rod. A circular level 17 is provided on the tail end of the slide rail beam 14 away from the tower column 1 for observing whether the slide rail beam 14 is in a horizontal state.

[0055] Specifically, the fine-tuning support 19 has a screw inside, which can be raised and lowered within a 5cm range to adjust its height, thereby ensuring that the slide rail beam 14 is in a horizontal state. To observe whether the slide rail beam 14 is in a horizontal state, a circular level 17 is installed on the tail end of the slide rail beam 14. When the bubble of the level is centered, it proves that the slide rail is in a horizontal state, and the corresponding platform is in a horizontal state.

[0056] Example 3

[0057] This embodiment is a further optimization based on Embodiment 1 or Embodiment 2, specifically:

[0058] The slide rail beam 14 and the load-bearing beam 21 are fixed together at the end away from the tower column 1 by L-bolts 16.

[0059] Specifically, when the slide rail beam 14 is in a horizontal state, the slide rail beam 14 is fixed to the load-bearing beam 21 by the L-shaped bolts 16 set at the end of the slide rail beam 14, and the slide rail beam 14 is provided with limit clips 15.

[0060] Example 4

[0061] This embodiment is a further optimization based on Embodiment 1 or Embodiment 2, specifically:

[0062] The middle and top of the rearward main back rib 10 away from the tower column 1 are respectively hinged to the first adjusting support rod 12 and the second adjusting support rod 11. The other ends of the first adjusting support rod 12 and the second adjusting support rod 11 are both hinged to the end of the trolley support beam 13 away from the rearward main back rib 10. The lengths of the first adjusting support rod 12 and the second adjusting support rod 11 are adjustable.

[0063] Specifically, two adjusting support rods (first adjusting support rod 12 and second adjusting support rod 11) are hinged to the rear of the rearward-moving main back rib 10. One end of the adjusting support is hinged to the trolley support beam 13, and the other end is hinged to the rearward-moving main back rib 10. The rearward-moving main back rib 10, the trolley support beam 13, and the adjusting support rods form a stable triangular system. The adjusting support rods are adjustable in length and have positive and negative threaded rods at both ends. The verticality of the rearward-moving main back rib 10 can be adjusted by adjusting the length of the adjusting support.

[0064] Example 5

[0065] This embodiment is a further optimization based on embodiment 4, specifically:

[0066] A plumb bob 5 is orthogonally installed on the side of the rearward main back rib 10 away from the tower column 1. A horizontal caliper 3 is installed at an adjustable angle on the rearward main back rib 10 below the plumb bob 5. A plumb line 4 is installed at the end of the plumb bob 5 away from the rearward main back rib 10. A hanging plumb ball is attached to the bottom of the plumb line 4. The horizontal caliper 3 is set horizontally. The zero point of the horizontal caliper 3 is located in the middle of the horizontal caliper 3. The scale of the horizontal caliper 3 increases from the middle zero point to both sides.

[0067] When the main back rib 10 is moved back to be vertical, the plumb line 4 passes through the zero point of the horizontal caliper 3.

[0068] Specifically, a plumb bob suspension rod 5 is installed on the rearward main back rib 10 to suspend a plumb bob, and a horizontal caliper 3 is installed at the bottom. The zero point of the horizontal caliper 3 is located in the middle, and the scale increases to the left and right along the middle zero point. When the rearward main back rib 10 is set vertically, the plumb line 4 passes through the middle zero point. The first adjusting support rod 12 and the second adjusting support rod 11 are adjusted according to the scale indicated by the offset of the plumb line to precisely control the inclination of the rearward main back rib 10.

[0069] Example 6

[0070] This embodiment is a further optimization based on embodiment 5, specifically:

[0071] Each fine-tuning back rib 9 includes a hollow structure composed of two back-facing channel steels welded at a certain distance and an adjusting bolt 93. The adjusting bolt 93 is connected to the fine-tuning back rib 9 through a threaded hole set on the rearward main back rib 10. By adjusting the length of the adjusting bolt 93, the horizontal position of the hollow structure is adjusted. The fine-tuning back rib 9 is fixed to the rearward main back rib 10 by a locking bolt 94.

[0072] Specifically, by fine-tuning the back rib 9 to different planar positions, a certain arc or line shape is formed to ensure the installation of multi-segment templates in space. Then, the fine-tuning back rib 9 is fixed to the rearward main back rib 10 by locking bolts 94 located at the foot of the fine-tuning back rib 9.

[0073] The hollow structure includes two back-to-back channel steels, a top plate 92 welded between the two channel steels, and a bottom plate 91 with bolt holes. The top plate 92 is close to the side of the wooden beam assembly 8. The bolt holes of the bottom plate 91 are matched with adjusting bolts 93, and locking bolts 94 are connected to the edge of the corresponding channel steel.

[0074] The timber beam assembly 8 includes a first vertical timber beam, a second vertical timber beam, a third vertical timber beam, and a fourth vertical timber beam, which are fixed in sections from top to bottom.

[0075] Each fine-tuning back rib 9 is set at the segment joint between two adjacent vertical wooden beams, and the wooden beam assembly 8 forms a spatially variable curve.

[0076] Example 7

[0077] This embodiment is a further optimization based on embodiment 5, specifically:

[0078] The panel 6 and the wooden beam assembly 8 are connected by multiple horizontal connectors 23 with different widths. The multiple horizontal connectors 23 are fixed to the wooden beam assembly 8 at equal intervals from top to bottom by nails.

[0079] Specifically, the height of the small wooden beams (transverse connectors 23) is then set according to the calculated chord spacing of the spatial curve. The small wooden beams are vertically and evenly distributed and fixed to the wooden beam assembly 8. Then, the Vesa board (panel 6) or other panels 6 are fixed to the small wooden beams. The flexible bending of the panels 6 forms the corresponding spatial curved surface linearity, thereby ensuring the linearity of the tower column 1.

[0080] The top of the main column 7 is hinged to the load-bearing beam 21 via a hinged seat. The top of the outer upright 18 of the middle platform is hinged to the load-bearing beam 21. The bottom of the main column 7 and the bottom of the load-bearing beam 21 near the outer upright 18 of the middle platform are hinged to a main adjusting support rod 22.

Claims

1. A spatial multi-variable intelligent climbing form curved formwork structure, characterized in that, The bottom support assembly is installed on the top exterior of the tower column (1). The bottom support assembly includes a horizontally arranged load-bearing beam (21). A slide rail beam (14) is provided above the load-bearing beam (21). A trolley support beam (13) that moves back and forth along the slide rail beam (14) is provided above the slide rail beam (14). A rearward main back rib (10) is provided on the side of the trolley support beam (13) near the tower column (1). The rearward main back rib (10) is close to the tower column (1) and has multiple adjustable back ribs (9) with adjustable lateral spacing from top to bottom. A vertical wooden beam is fixedly connected between the two adjacent adjustable back ribs (9) on the side close to the tower column (1). All the vertical wooden beams form a wooden beam assembly (8) with a variable cross-sectional curve. A panel (6) is attached to the side of the wooden beam assembly close to the tower column (1). A fine-tuning support (19) is installed on one side between the slide rail beam (14) and the load-bearing beam (21), and a connecting hinge is installed on the other side.

2. The spatial multi-segment intelligent climbing formwork template structure according to claim 1, characterized in that, The bottom support assembly includes a vertical guide rail (2); a main column (7) capable of rising and falling along the vertical guide rail (2) is provided on the vertical guide rail (2), a middle platform crossbeam (20) is provided at the bottom of the main column (7), and a middle platform outer pole (18) is vertically provided outside the middle platform crossbeam (20); the load-bearing beam (21) is provided at the top of the main column (7) and the middle platform outer pole (18); a roller capable of sliding on the slide rail beam (14) is installed at the lower part of the trolley support beam (13).

3. The spatial multi-segment intelligent climbing formwork template structure according to claim 1, characterized in that, The fine-tuning support (19) includes an adjustment support frame fixed to the bottom of the slide rail beam (14), an adjustment base set on the load-bearing beam (21), and a screw rod ball-jointed on the adjustment base. The bottom of the adjustment support frame is provided with a screw hole that cooperates with the screw rod. A circular level (17) for observing whether the slide rail beam (14) is in a horizontal state is provided on the tail end of the slide rail beam (14) away from the tower column (1). The slide rail beam (14) and the load-bearing beam (21) are fixed together at the end away from the tower column (1) by L-bolts (16).

4. The spatial multi-segment intelligent climbing formwork template structure according to claim 2, characterized in that, The rearward main back rib (10) is hinged with a first adjusting support rod (12) and a second adjusting support rod (11) at the middle and top of the side away from the tower column (1), respectively. The other ends of the first adjusting support rod (12) and the second adjusting support rod (11) are both hinged to the end of the trolley support beam (13) away from the rearward main back rib (10). The lengths of the first adjusting support rod (12) and the second adjusting support rod (11) are adjustable.

5. The spatial multi-segment intelligent climbing formwork template structure according to claim 2, characterized in that, A plumb bob suspension rod (5) is orthogonally arranged on the side of the rearward main back rib (10) away from the tower column (1). A horizontal caliper (3) is adjustable on the rearward main back rib (10) below the plumb bob suspension rod (5). A plumb line (4) is arranged at the end of the plumb bob suspension rod (5) away from the rearward main back rib (10). A hanging ball is attached to the bottom of the plumb line (4). The horizontal caliper (3) is horizontally arranged. The zero point of the horizontal caliper (3) is located in the middle of the horizontal caliper (3). The scale of the horizontal caliper (3) increases from the middle zero point to both sides. When the rearward main back rib (10) is vertical, the plumb line (4) passes through the zero point of the horizontal caliper (3).

6. The spatial multi-segment intelligent climbing formwork template structure according to claim 2, characterized in that, Each of the aforementioned fine-tuning back ribs (9) includes a hollow structure composed of two back-facing channel steels welded at a certain distance and an adjusting bolt (93). The adjusting bolt (93) is connected to the fine-tuning back rib (9) through a threaded hole set on the rearward main back rib (10). By adjusting the length of the adjusting bolt (93), the horizontal lateral position of the hollow structure is adjusted. The fine-tuning back rib (9) is fixed on the rearward main back rib (10) by a locking bolt (94).

7. The spatial multi-segment intelligent climbing formwork template structure according to claim 6, characterized in that, The hollow structure includes two back-to-back channel steels, a top plate (92) welded between the two channel steels, and a bottom plate (91) with bolt holes. The top plate (92) is located near the side of the wooden beam assembly (8). The bolt holes of the bottom plate (91) are engaged with the adjusting bolts (93). The locking bolts (94) are connected to the edges of the corresponding channel steels.

8. The spatial multi-segment intelligent climbing formwork template structure according to claim 2, characterized in that, The timber beam assembly (8) includes a first vertical timber beam, a second vertical timber beam, a third vertical timber beam, and a fourth vertical timber beam, which are fixed in sections from top to bottom.

9. A spatial multi-segment intelligent climbing formwork template structure according to claim 8, characterized in that, The panel (6) is connected to the wooden beam assembly (8) by a plurality of transverse connectors (23) with different transverse widths. The plurality of transverse connectors (23) are fixed to the wooden beam assembly (8) at equal intervals from top to bottom by nails.

10. A spatial multi-segment intelligent climbing formwork template structure according to claim 8, characterized in that, The top of the main column (7) is hinged to the load-bearing beam (21) via a hinge seat. The top of the outer pole (18) of the middle platform is hinged to the load-bearing beam (21). The bottom of the main column (7) and the bottom of the load-bearing beam (21) near the outer pole (18) of the middle platform are hinged together by a main adjusting support rod (22).

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