Complex special-shaped large-section ultrahigh reinforced concrete batter post construction structure

Abstract

The utility model relates to a construction structure of a complex special-shaped large-section ultrahigh reinforced concrete batter post. According to the scheme, the construction structure mainly comprises a fastening frame, a hydraulic jacking device, a hinge fixing device, an overhanging guide rail, a movable jig frame, a movable supporting frame, an adjacent post pulling and connecting batter post formwork erecting technology, a reinforcing steel bar in-situ jig frame and pulling and connecting technology, a post bottom formwork reinforcing technology and a batter post wrapping glass curtain wall technology. The method mainly comprises the following construction steps: (1) hoisting and positioning the reinforcement cage; (2) mounting a column bottom template; (3) constructing a column template; (4) pouring concrete; and (5) curtain wall construction between columns. According to the utility model, the problems of no working surface in edge inclined column formwork erecting, difficult positioning of an inclined column framework and difficult mounting of a free face curtain wall can be solved, the formwork erecting construction efficiency is improved, and the positioning precision of a steel reinforcement framework is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of civil engineering, in particular to a construction structure of complex, special-shaped, large-section and ultra-high reinforced concrete inclined columns. Background Art

[0002] With the continuous development of the construction industry, the continuous increase in building heights, and the diversification of people's needs, the functional requirements of buildings are becoming increasingly higher, and building structures are becoming increasingly complex. Currently, cross-columns are a common complex structural form in high-rise buildings. Their construction is difficult and technically challenging. In addition, due to the immaturity of cross-column construction technology and the lack of unified technical standards, the construction quality is affected by many factors. Therefore, construction technicians must carefully control every aspect of the construction process to ensure its quality.

[0003] The following difficulties may be encountered in the construction of reinforced concrete inclined columns:

[0004] (1) How to reinforce the formwork for the construction of inclined columns facing the air surface; (2) How to achieve accurate positioning of the inclined column skeleton during construction; (3) How to reduce the construction difficulty and improve the construction quality when installing the curtain wall between the inclined columns.

[0005] In view of this, in order to address a series of problems arising during the construction of special-shaped, large-section, and ultra-high reinforced concrete inclined columns, it is urgent to invent a simple and effective construction system for special-shaped, large-section, and ultra-high reinforced concrete inclined columns to improve the construction quality of ultra-high reinforced concrete inclined columns, reduce construction safety risks, and speed up construction progress. Utility Model Content

[0006] The purpose of the utility model is to solve the above problems existing in the prior art and provide a complex special-shaped large-section ultra-high reinforced concrete inclined column construction structure.

[0007] In order to achieve the above application purpose, the utility model adopts the following technical solutions: the complex special-shaped large-section ultra-high reinforced concrete inclined column construction structure includes:

[0008] a steel skeleton, which serves as the structural foundation for the inclined columns;

[0009] The hoisting frame is connected to the steel frame through the lifting rope and is used to lift the steel frame;

[0010] The mobile tire frame is installed on the cantilever guide rail to assist in positioning the steel skeleton and can move back and forth in the length direction of the cantilever guide rail;

[0011] Cantilever rails are installed on the lower floor;

[0012] The hoop platform is installed on the constructed column;

[0013] The slow winch is installed on the hoop platform and is used to pull the steel frame to the positioning line through the pulling ears of the mobile tire frame. The positioning line is used to position the steel frame;

[0014] The column bottom formwork installation structure includes a support rod, an outer special-shaped bottom inclined formwork, an inner bottom inclined formwork, and a first hoop body and a second hoop body provided on the lower column. The second hoop body is provided with a follower tie, and the first hoop body is provided with a hinged fixer. The support rod is connected to the first hoop body and the second hoop body. The outer special-shaped bottom inclined formwork is provided on the top of the support rod, and the inner bottom inclined formwork is positioned on the lower floor by embedded angle steel.

[0015] The column formwork installation structure includes an inclined column, a wooden formwork, and a fastening frame. The inclined column is set on the lower floor. The wooden formwork is set outside the inclined column and connected to the constructed column through the fastening frame. The fastening frame is connected to the constructed column through a tension telescopic rod.

[0016] The inter-column curtain wall construction structure includes a curtain wall and a connecting support frame. The curtain wall is arranged outside the inclined column, and the upper position of the curtain wall is assisted in positioning by the connecting support frame, and the lower position of the curtain wall is provided with curtain wall anchors.

[0017] Furthermore, the outer side of the fastening frame is provided with a clamp, a tightener and a force-bearing support rod, and a support rod hole is provided on the clamp. The inner side of the fastening frame is provided with a clamping baffle, a hydraulic jacking device and a movable plate. The hydraulic jacking device is arranged between the clamping baffle and the movable plate, and the movable plate is close to the wooden formwork. The tension telescopic rods are respectively installed at both ends of the inner side of the fastening frame through fixing bolts. The other end of the tension telescopic rod is arranged on the ear plate of the tie-down device, and the tie-down device is arranged on the constructed column.

[0018] Furthermore, the tie-down device is composed of an ear plate segment and a half hoop segment, and the ear plate segment and the half hoop segment are connected by a tie-down joint of the tie-down device and fixed by a fixing plate.

[0019] Furthermore, the mobile tire frame is provided with a reserved hole, a pulling ear, a moving device, and a pulling rod. The pulling rod is installed through the reserved hole, moves on the cantilever guide rail through the moving device, and is connected to the pulling rope of the slow winch through the pulling ear.

[0020] Furthermore, the outer special-shaped bottom inclined formwork is connected to the end and bottom of the lower floor, and forms a space for placing the steel bar skeleton with the inner bottom inclined formwork.

[0021] Furthermore, the tightener is connected to the clamp, and the force-bearing support rod can be locked and fixed on the clamp by the tightener after passing through the support rod hole of the clamp, and multiple groups of clamps are provided in the length direction of the inclined column.

[0022] Furthermore, the movable plate is installed on a side surface of the fastening frame away from the clamp, and a long strip cavity is formed between the movable plate and the clamping baffle, and the hydraulic jacks are evenly spaced along the length direction of the long strip cavity.

[0023] Furthermore, the connecting support frame includes a connecting support, a vertical rod and a special-shaped frame. The multiple vertical rods are evenly spaced along the length direction of the curtain wall. The connecting support is respectively connected to the top and middle area of ​​each vertical rod. The bottom of the vertical rod is connected to the special-shaped frame. The special-shaped frame is connected by a first connecting cross rod and a second connecting cross rod, and multiple movable supports are provided at the bottom of the special-shaped frame.

[0024] Furthermore, each movable support frame is provided with a movable wheel at the bottom, and an inclined rod for strengthening the connection strength of the vertical rods is provided on the movable support frame.

[0025] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0026] 1. Compared with the existing technology, the present invention has developed a tie system for inclined column tie-down and easily dismantled formwork. By setting a tie system composed of a tie-down device, a hydraulic jack, a wooden formwork, a load-bearing drag rod, etc., it solves the problem of no working surface for the edge inclined column formwork and improves the formwork construction efficiency.

[0027] 2. Compared with the existing technology, the utility model has developed a temporary precise positioning technology for the inclined column steel frame. A mobile frame is set under the steel frame. The steel frame is moved to the designed position by using the mobile frame and the cantilever guide rail, which solves the problem of difficult positioning of the inclined column frame and improves the positioning accuracy of the steel frame.

[0028] 3. Compared with the existing technology, the utility model has developed a technology for supporting oblique columns and external glass curtain walls. By adopting an external curtain wall support system composed of movable supports and cross bars, it solves the installation problem of curtain walls facing the air and improves the construction quality. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] Figure 1 This is a three-dimensional schematic diagram of the steel bar skeleton hoisting and positioning construction of the utility model;

[0030] Figure 2 This is a schematic diagram of the lifting and positioning construction of the steel bar skeleton of the utility model;

[0031] Figure 3 This is a schematic diagram of the column bottom formwork reinforcement construction of the utility model;

[0032] Figure 4 This is a three-dimensional schematic diagram of the construction of the inclined column formwork connected to adjacent columns of the utility model;

[0033] Figure 5 This is a construction plan of the utility model of the adjacent column pulling and connecting the oblique column formwork;

[0034] Figure 6 This is a three-dimensional schematic diagram of the utility model's inclined column outer glass curtain wall bracket;

[0035] Figure 7 This is a cross-sectional view of the utility model's inclined column outer glass curtain wall bracket;

[0036] Among them: 1. Lower floor; 2. Constructed column; 3. Inclined column; 4. Fastening frame; 5. Clamp; 6. Tightener; 7. Load-bearing rod; 8. Tension telescopic rod; 9. Upper floor; 10. Support rod hole; 11. Wooden formwork; 12. Clamping baffle; 13. Tie joint; 14. Fixing plate; 15. Tie; 16. Ear plate segment; 17. Half hoop segment; 18. Fixing bolt; 19. Hydraulic jack; 20. Steel skeleton; 21. Ear plate; 22. Lower column; 23. Hoop body 1; 24. Hoop body 2; 25. Articulated fixer; 26. Follow-up tie 1. The slanted bottom formwork is as follows: 1. The outer special-shaped bottom formwork is as follows: 2. The inner special-shaped bottom formwork is as follows: 2. The support rod is as follows: 3. The lifting frame is as follows: 3. The lifting rope is as follows: 3. The cantilever guide rail is as follows: 3. The moving device is as follows: 3. The moving tire frame is as follows: 3. The positioning line is as follows: 3. The slow winch is as follows: 3. The clamping platform is as follows: 3. The pull ear is as follows: 3. The reserved hole is as follows: 40. The pull rod is as follows: 41. The moving support frame is as follows: 42. The diagonal rod is as follows: 43. The connecting support is as follows: 44. The curtain wall is as follows: 45. The curtain wall anchor is as follows: 46. The first connecting cross bar is as follows: 47. The second connecting cross bar is as follows: 48. The moving wheel is as follows: 49. The special-shaped frame is as follows: 50. The vertical rod is as follows: 52. The movable plate is as follows: DETAILED DESCRIPTION

[0037] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field are within the scope of protection of the present invention.

[0038] Those skilled in the art should understand that, in the disclosure of the present invention, the terms "longitudinal", "transverse", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like to indicate orientations or positional relationships are based on the orientations or positional relationships shown in the accompanying drawings, which are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation. Therefore, the above terms cannot be understood as limiting the present invention.

[0039] Example 1

[0040] like Figure 1-7 As shown in the figure, the complex special-shaped large-section super-high reinforced concrete inclined column construction structure includes:

[0041] A steel skeleton 20 serves as the structural foundation for the inclined columns 3;

[0042] A hoisting frame 30 is connected to the steel frame 20 via a hoisting rope 31 and is used to hoist the steel frame 20;

[0043] The mobile tire frame 34 is provided on the cantilever guide rail 32 and is used for auxiliary positioning of the steel frame 20 and can move back and forth in the length direction of the cantilever guide rail 32;

[0044] A cantilever guide rail 32 is provided on the lower floor 1;

[0045] The hoop platform 37 is provided on the constructed column 2;

[0046] A slow winch 36 is provided on the hoop platform 37 and is used to pull the steel frame 20 to the positioning line 35 through the pulling ears 38 of the mobile tire frame 34. The positioning line 35 is used to position the steel frame 20;

[0047] In this embodiment, the movable tire frame 34 is provided with a reserved hole 39, a pull ear 38, a moving device 33, and a pull rod 40. The pull rod 40 is installed through the reserved hole 39, moves on the cantilever guide rail 32 through the moving device 33, and is connected to the pull rope of the slow winch 36 through the pull ear 38.

[0048] The column bottom formwork installation structure includes a support rod 29, an outer special-shaped bottom inclined formwork 27, an inner bottom inclined formwork 28, and a hoop body 1 23 and a hoop body 24 provided on the lower column 22. The hoop body 24 is provided with a follower tie 26, and the hoop body 1 23 is provided with a hinged fixture 25. The support rod 29 is connected to the hoop body 1 23 and the hoop body 24. The outer special-shaped bottom inclined formwork 27 is provided on the top of the support rod 29. The inner bottom inclined formwork 28 is positioned on the lower floor 1 by embedded angle steel 51;

[0049] In this embodiment, the outer special-shaped bottom inclined formwork 27 is connected to the end and bottom of the lower floor 1, and forms a space for placing the steel bar skeleton 20 with the inner bottom inclined formwork 28.

[0050] The column formwork installation structure includes an inclined column 3, a wooden formwork 11, and a fastening frame 4. The inclined column 3 is arranged on the lower floor 1. The wooden formwork 11 is arranged outside the inclined column 3 and is connected to the constructed column 2 through the fastening frame 4. The fastening frame 4 is connected to the constructed column 2 through a tension telescopic rod 8.

[0051] In this embodiment, the outer side of the fastening frame 4 is provided with a clamp 5, a tightener 6 and a force-bearing support rod 7, and a support rod hole 10 is provided on the clamp 5. The inner side of the fastening frame 4 is provided with a clamping baffle 12, a hydraulic jacking device 19 and a movable plate 52. The hydraulic jacking device 19 is set between the clamping baffle 12 and the movable plate 52, and the movable plate 52 is close to the wooden formwork 11. The tension telescopic rod 8 is respectively installed on the two ends of the inner side of the fastening frame 4 through fixing bolts 18. The other end of the tension telescopic rod 8 is set on the ear plate 21 of the tie-down device 15. The tie-down device 15 is set on the constructed column 2. The tie-down device 15 consists of an ear plate segment 16 and a half hoop segment 17. The ear plate segment 16 and the half hoop segment 17 are connected by the tie joint 13 of the tie-down device 15 and fixed by the fixing plate 14. The tightener 6 is connected to the clamp 5. After the force-bearing support rod 7 passes through the support rod hole 10 of the clamp 5, it can be locked and fixed to the clamp 5 by the tightener 6. Multiple groups of clamps 5 are provided along the length of the inclined column 3. The movable plate 52 is installed on the side of the fastening frame 4 away from the clamp 5, and a long strip cavity is formed between the movable plate 52 and the clamping baffle 12. The hydraulic jacks 19 are evenly spaced along the length of the long strip cavity.

[0052] The inter-column curtain wall construction structure includes a curtain wall 44 and a connecting support frame. The curtain wall 44 is arranged outside the inclined column 3, and the upper position of the curtain wall 44 is assisted in positioning by the connecting support frame. The lower position of the curtain wall 44 is provided with a curtain wall anchor 45.

[0053] In this embodiment, the connecting brackets include connecting brackets 43, vertical bars 50, and special-shaped brackets 49. Multiple vertical bars 50 are evenly spaced along the length of the curtain wall 44. The connecting brackets 43 connect the top and middle areas of each vertical bar 50. The bottom of each vertical bar 50 is connected to the special-shaped bracket 49. The special-shaped brackets 49 are connected via a first connecting crossbar 46 and a second connecting crossbar 47. Multiple movable brackets 41 are provided at the bottom of the special-shaped brackets 49. Each movable bracket 41 is equipped with a movable wheel 48 at its bottom, and is also equipped with a diagonal bar 42 to strengthen the connection strength of the vertical bars 50.

[0054] Example 2

[0055] Based on the same concept, this embodiment proposes a construction method for complex, irregular-shaped, large-section, and ultra-high reinforced concrete inclined columns, including the following steps:

[0056] S1. Lifting and positioning of the steel skeleton 20: The steel skeleton 20 is hoisted using a hoisting frame 30. The hoisting frame 30 is connected to the steel skeleton 20 via a hoisting rope 31. The steel skeleton 20 is assisted in positioning by a mobile tire 34. The mobile tire 34 is located on a cantilever guide rail 32, which is fixed to the lower floor 1. A slow winch 36 pulls the steel skeleton 20 to the positioning line 35 through the pulling ears 38 of the mobile tire 34. The slow winch 36 is located on a clamping platform 37, which is located on the constructed column 2.

[0057] In this embodiment, a reserved hole 39, a pull ear 38, a moving device 33, and a pull rod 40 are set on the mobile tire frame 34. The pull rod 40 is installed through the reserved hole 39, moves on the cantilever guide rail 32 through the moving device 33, and is connected to the pull rope of the slow winch 36 through the pull ear 38.

[0058] S2. Installation of column bottom formwork: A clamp body 1 23 and a clamp body 2 24 are provided on the lower column 22, a follower tie 26 is provided on the clamp body 24, a hinged fixture 25 is provided on the clamp body 1 23, a support rod 29 is connected to the clamp body 1 23 and the clamp body 2 24, an outer special-shaped bottom inclined formwork 27 is provided on the top of the support rod 29, and an inner bottom inclined formwork 28 is positioned on the embedded angle steel 51 on the floor;

[0059] In this embodiment, the outer special-shaped bottom inclined formwork 27 is connected to the end and bottom of the lower floor 1, and forms a space for placing the steel bar skeleton 20 with the inner bottom inclined formwork 28.

[0060] S3. Column formwork construction: An open-air inclined column 3 is set on the lower floor 1. A wooden formwork 11 is set outside the inclined column 3. The wooden formwork 11 is connected to the constructed column 2 through a fastening frame 4. The outside of the fastening frame 4 is provided with a clamp 5, a tightener 6, and a load-bearing support rod 7;

[0061] A support rod hole 10 is provided on the clamp 5, and a clamping baffle 12, a hydraulic jacking device 19 and a movable plate 52 are provided on the inner side of the fastening frame 4. The hydraulic jacking device 19 is provided between the clamping baffle 12 and the movable plate 52. The movable plate 52 is close to the wooden formwork 11. The tension telescopic rod 8 is respectively installed on the two ends of the inner side of the fastening frame 4 through fixing bolts 18. The other end of the tension telescopic rod 8 is provided on the ear plate 21 of the tie-down device 15. The tie-down device 15 is provided on the constructed column 2. The tie-down device 15 consists of an ear plate segment 16 and a half hoop segment 17. The ear plate segment 16 and the half hoop segment 17 are connected by a tie joint 13 of the tie-down device 15 and fixed by a fixing plate 14.

[0062] In this embodiment, the tightener 6 is connected to the clamp 5, and the force-bearing support rod 7 can be locked and fixed on the clamp 5 by the tightener 6 after passing through the support rod hole 10 of the clamp 5, and multiple groups of clamps 5 are provided in the length direction of the inclined column 3, and the movable plate 52 is installed on the side surface of the fastening frame 4 away from the clamp 5, and a long strip cavity is formed between the movable plate 52 and the clamping baffle 12, and the hydraulic jacking device 19 is evenly spaced along the length direction of the long strip cavity.

[0063] S4. Concrete Pouring: Concrete is poured for inclined columns 3 using pumped concrete. The pouring thickness should not exceed 500mm. Vibration can be performed using an inserted vibrator. During the vibration process, the vibrator should be inserted quickly and withdrawn slowly, and the insertion depth should be sufficient to penetrate the layer thickness to ensure the density of the concrete. The vibration points should be evenly distributed, with spacing no greater than 1.4 times the vibrator's effective radius. Finally, the inclined concrete columns 3 are cured by wrapping them in plastic film or applying a curing agent.

[0064] S5. Construction of curtain wall between columns: a curtain wall 44 is set outside the inclined column 3. The upper part of the curtain wall 44 is positioned with the aid of a connecting bracket, and a curtain wall anchor 45 is set at the lower part of the curtain wall 44.

[0065] In this embodiment, the connecting support frame includes a connecting support 43, a vertical rod 50 and a special-shaped frame 49. Multiple vertical rods 50 are evenly spaced along the length direction of the curtain wall 44. The connecting support 43 connects the top and middle area of ​​each vertical rod 50 respectively. The bottom of the vertical rod 50 is connected to the special-shaped frame 49. The special-shaped frame 49 is connected by a first connecting cross bar 46 and a second connecting cross bar 47. A plurality of movable supports 41 are provided at the bottom of the special-shaped frame 49. Each movable support frame 41 is provided with a movable wheel 48 at the bottom, and the movable support frame 41 is provided with an inclined rod 42 for strengthening the connection strength of the vertical rod 50.

[0066] The parts not described in detail in this utility model are prior art, so this utility model does not describe them in detail.

[0067] It is to be understood that the term "one" should be understood as "at least one" or "one or more", that is, in one embodiment, the number of an element may be one, while in another embodiment, the number of the elements may be multiple, and the term "one" should not be understood as a limitation on the quantity.

[0068] Although this article uses a lot of professional terms, it does not exclude the possibility of using other terms. These terms are used only to more conveniently describe and explain the essence of the utility model; interpreting them as any additional restrictions is contrary to the spirit of the utility model.

[0069] The present invention is not limited to the above-mentioned optimal implementation mode. Anyone can derive other forms of products under the inspiration of the present invention. However, no matter what changes are made in the shape or structure, any product with the same or similar technical solutions as the present invention falls within the scope of protection of the present invention.

Claims

1. Complex special-shaped large-section ultra-high reinforced concrete inclined column construction structure, characterized by: include: A steel frame (20) serving as a structural foundation for the inclined columns (3); A hoisting frame (30) is connected to the steel frame (20) via a hoisting rope (31) and is used for hoisting the steel frame (20); A movable tire frame (34) is provided on the cantilever guide rail (32) and is used for auxiliary positioning of the steel frame (20), and is capable of moving back and forth in the length direction of the cantilever guide rail (32); A cantilever guide rail (32) is provided on the lower floor (1); A hoop platform (37) is provided on the constructed column (2); A slow winch (36) is provided on the hoop platform (37) and is used to pull the steel frame (20) to a positioning line (35) through a pull ear (38) of the mobile tire frame (34). The positioning line (35) is used to position the steel frame (20); A column bottom formwork installation structure comprises a support rod (29), an outer special-shaped bottom inclined formwork (27), an inner bottom inclined formwork (28), and a hoop body 1 (23) and a hoop body 2 (24) arranged on a lower column (22), wherein the hoop body 2 (24) is provided with a follower tie (26), and the hoop body 1 (23) is provided with a hinged fixture (25), the support rod (29) is connected to the hoop body 1 (23) and the hoop body 2 (24), the top of the support rod (29) is provided with an outer special-shaped bottom inclined formwork (27), and the inner bottom inclined formwork (28) is positioned on the lower floor (1) by a pre-buried angle steel (51); A column formwork installation structure comprises an inclined column (3), a wooden formwork (11), and a fastening frame (4), wherein the inclined column (3) is arranged on a lower floor (1), the wooden formwork (11) is arranged outside the inclined column (3) and is connected to the constructed column (2) via the fastening frame (4), and the fastening frame (4) is connected to the constructed column (2) via a tension telescopic rod (8); The intercolumn curtain wall construction structure comprises a curtain wall (44) and a connecting support frame. The curtain wall (44) is arranged outside the inclined column (3), and the upper position of the curtain wall (44) is assisted by the connecting support frame for positioning. The lower position of the curtain wall (44) is provided with a curtain wall anchor (45).

2. The complex special-shaped large-section ultra-high reinforced concrete inclined column construction structure according to claim 1 is characterized in that: The outer side of the fastening frame (4) is provided with a clamp (5), a tightener (6) and a force-bearing support rod (7), a support rod hole (10) is provided on the clamp (5), and the inner side of the fastening frame (4) is provided with a clamping baffle (12), a hydraulic jacking device (19) and a movable plate (52), the hydraulic jacking device (19) is arranged between the clamping baffle (12) and the movable plate (52), and the movable plate (52) is close to the wooden formwork (11), and the tension telescopic rod (8) is respectively installed at both ends of the inner side of the fastening frame (4) through fixing bolts (18), and the other end of the tension telescopic rod (8) is arranged on the ear plate (21) of the tie-in device (15), and the tie-in device (15) is arranged on the constructed column (2).

3. The complex special-shaped large-section ultra-high reinforced concrete inclined column construction structure according to claim 2 is characterized in that: The tie-down device (15) is composed of an ear plate segment (16) and a half hoop segment (17). The ear plate segment (16) and the half hoop segment (17) are connected via a tie-down joint (13) of the tie-down device (15) and fixed via a fixing plate (14).

4. The complex special-shaped large-section ultra-high reinforced concrete inclined column construction structure according to claim 1 is characterized in that: The movable tire frame (34) is provided with a reserved hole (39), a pull ear (38), a moving device (33), and a pull rod (40). The pull rod (40) is installed through the reserved hole (39), moves on the cantilever guide rail (32) through the moving device (33), and is connected to the pull rope of the slow winch (36) through the pull ear (38).

5. The complex special-shaped large-section ultra-high reinforced concrete inclined column construction structure according to claim 1 is characterized in that: The outer special-shaped bottom inclined formwork (27) is connected to the end and bottom of the lower floor (1), and forms a space for placing the steel bar skeleton (20) with the inner bottom inclined formwork (28).

6. The complex special-shaped large-section ultra-high reinforced concrete inclined column construction structure according to claim 2 is characterized in that: The tightener (6) is connected to the clamp (5), and the force-bearing support rod (7) can be locked and fixed on the clamp (5) by the tightener (6) after passing through the support rod hole (10) of the clamp (5), and multiple groups of clamps (5) are provided in the length direction of the inclined column (3).

7. The complex, irregular-shaped, large-section, and ultra-high reinforced concrete inclined column construction structure according to claim 6 is characterized in that: The movable plate (52) is mounted on a side surface of the fastening frame (4) away from the clamp (5), and a long strip cavity is formed between the movable plate (52) and the clamping baffle (12), and the hydraulic jacks (19) are evenly spaced along the length direction of the long strip cavity.

8. The complex, special-shaped, large-section, and ultra-high reinforced concrete inclined column construction structure according to any one of claims 1 to 7, characterized in that: The connecting support frame includes a connecting support (43), a vertical rod (50) and a special-shaped frame (49), a plurality of vertical rods (50) are evenly spaced along the length direction of the curtain wall (44), the connecting support (43) is respectively connected to the top and middle area of ​​each vertical rod (50), the bottom of the vertical rod (50) is connected to the special-shaped frame (49), the special-shaped frame (49) is connected through a first connecting cross bar (46) and a second connecting cross bar (47), and a plurality of movable supports (41) are provided at the bottom of the special-shaped frame (49).

9. The complex, special-shaped, large-section, and ultra-high reinforced concrete inclined column construction structure according to claim 8 is characterized in that: Each movable support frame (41) is provided with a movable wheel (48) at the bottom, and an inclined rod (42) for strengthening the connection strength of the vertical rod (50) is provided on the movable support frame (41).

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