An active bracing structure installed to an inclined tower column

Abstract

The utility model belongs to cable tower tower column construction technical field discloses a kind of active cross-bracing structures installed in inclined tower column. Active cross-bracing structures installed in inclined tower column include connecting steel pipe, reinforcing assembly, bracket assembly and jacking assembly, two ends of each connecting steel pipe are fixedly connected with a reinforcing assembly, each reinforcing assembly includes two abutting pieces, two abutting pieces are fixedly connected to the two end faces of connecting steel pipe, one of the abutting pieces is provided with abutting surface, and the abutting surface can be attached to inclined tower column;Each inclined tower column is fixedly connected with a plurality of bracket assemblies, the bracket assembly has support plane, and the reinforcing assembly can be lapped on the support plane;Jacking assembly includes jacking piece and backing plate, jacking piece is configured to jacking reinforcing assembly and inclined tower column, so that backing plate is placed between reinforcing assembly and inclined tower column close to jacking piece gap. The utility model can improve construction efficiency and support effect on two inclined tower columns.

Description

Technical Field

[0001] This utility model relates to the field of cable tower construction technology, and in particular to an active cross bracing structure installed on an inclined tower column. Background Technology

[0002] As the core load-bearing structure of large bridges such as cable-stayed bridges and suspension bridges, the pylon primarily bears the loads transmitted by the main girder and cables. Its structural stability directly determines the overall construction safety and operational lifespan of the bridge. During pylon construction, the pylon column is prone to lateral deformation or tilting due to its own weight, construction loads, and the influence of the external environment. Active cross bracing can provide support to constrain the displacement of the pylon column, maintain its spatial posture and structural integrity, prevent deformation, and ensure the smooth construction of the pylon under complex cable conditions.

[0003] In the current construction of active cross bracing for cable towers, a large number of embedded parts and brackets must first be placed at the designed locations on the tower column, while the active cross bracing itself is reinforced. After the active cross bracing is hoisted into place and both ends are positioned, the ends of the cross bracing are welded and fixed to the pre-embedded steel plates on the tower column, thus connecting the cross bracing to the tower column. If jacks are required for auxiliary support, they must also be fixed to the embedded steel plates, ensuring that the jacks and the cross bracing steel pipes are coaxial. However, for cable towers with variable cross sections and irregular curves, such as steeply inclined cable towers, it is difficult to precisely match the installation requirements of the inclined tower column with the embedded parts, and high-altitude welding operations also increase safety risks. Utility Model Content

[0004] The purpose of this invention is to provide an active cross bracing structure installed on an inclined tower column, which improves the installation effect of the active cross bracing and the inclined tower column, reduces high-altitude welding operations, and lowers risks.

[0005] To achieve this objective, the present invention adopts the following technical solution:

[0006] An active cross bracing structure installed on inclined tower columns for supporting two oppositely arranged inclined tower columns, comprising:

[0007] Multiple connecting steel pipes;

[0008] Multiple reinforcing components are provided. Each connecting steel pipe has a reinforcing component fixedly connected to both ends. Each reinforcing component includes two abutting members. The two abutting members are fixedly connected to the two end faces of the connecting steel pipe respectively. One of the abutting members is provided with an abutting surface that can fit against the inclined tower column.

[0009] Each inclined tower column is fixedly connected to multiple bracket components, each bracket component has a supporting plane, and the reinforcing component can overlap the supporting plane;

[0010] A top support assembly includes a top support member and a pad, the top support member being configured to support the reinforcing assembly and the tilted tower such that the abutment surface of an abutment member located away from the top support member is in contact with the tilted tower located away from the top support member, and the pad is placed in the gap between the reinforcing assembly and the tilted tower near the top support member.

[0011] The aforementioned active cross bracing structure installed on the inclined tower column includes a reinforcing component that further comprises a connecting horizontal plate and a connecting vertical plate. The connecting vertical plate is fixedly connected to the connecting horizontal plate in the vertical direction. The connecting horizontal plate can overlap the supporting plane. The side of the connecting vertical plate away from the connecting horizontal plate is fixedly connected to the connecting steel pipe. The abutment is fixedly disposed between the connecting horizontal plate and the connecting vertical plate.

[0012] In the aforementioned active cross bracing structure installed on the inclined tower column, the abutment member is a plate, and multiple abutment members are provided, with multiple abutment members spaced apart from each other on the connecting cross plate along the width direction of the connecting cross plate.

[0013] The aforementioned active cross bracing structure installed on the inclined tower column includes a reinforcing component comprising a connecting horizontal plate, two connecting vertical plates, and two abutment plates. The end face of the connecting steel pipe is provided with a connecting groove. The two connecting vertical plates are inserted into the connecting groove and extend along the axial direction of the connecting steel pipe. The connecting horizontal plate is fixedly connected to the bottom end of the connecting vertical plate and extends horizontally. The two abutment plates are respectively fixedly connected to the opposite sides of the two connecting vertical plates. The abutment is provided at the end of the two connecting vertical plates away from the connecting steel pipe.

[0014] The aforementioned active cross bracing structure installed on the inclined tower column includes a corbel assembly comprising a pre-embedded climbing cone, an anchor plate, a support member, and a reinforcing rib. The pre-embedded climbing cone is fixedly connected to the inclined tower column and configured to fix the anchor plate to fit against the inclined tower column. The reinforcing rib is fixedly connected to the anchor plate in the vertical direction, and the support member is fixedly connected to the reinforcing rib. The support member is provided with the supporting plane.

[0015] The aforementioned active cross bracing structure installed on the inclined tower column includes a support plate, the top surface of which is the support plane, and the bottom surface of which is fixedly connected to the reinforcing rib.

[0016] The aforementioned active cross bracing structure installed on the inclined tower column includes multiple reinforcing ribs, which are evenly spaced along the width direction of the anchor plate.

[0017] The aforementioned active cross bracing structure installed on the inclined tower column includes a top support assembly that further includes a pad, which is disposed between the inclined tower column and the pad plate near the top support member.

[0018] The aforementioned active cross bracing structure installed on the inclined tower column includes a top support assembly that also includes connecting beams. The two sides of the pad are close to each other from top to bottom, and multiple connecting beams are arranged vertically between the pad and the inclined tower column.

[0019] The active cross bracing structure installed on the inclined tower column described above includes a top support assembly that further includes a buffer pad. The inclination angle of the pad near the end face of the inclined tower column is the same as the inclination angle of the inclined tower column, and the buffer pad is provided between the pad and the inclined tower column.

[0020] The beneficial effects of this utility model are:

[0021] This utility model provides an active cross bracing structure installed on an inclined tower column. In use, the bracket assembly is fixed to the inclined tower column, and the reinforcing assembly is welded to both ends of the connecting steel pipe on the ground. This reduces high-altitude welding work, lowers safety risks, and improves safety. A tower crane lifts the connecting steel pipe with the reinforcing assembly to the support plane of the bracket assembly. At high altitude, a top support is used to support the reinforcing assembly and the inclined tower column, ensuring that the contact surface of one reinforcing assembly is in contact with the other inclined tower column until the top support can no longer provide support. A shim is placed in the gap between the reinforcing assembly and the inclined tower column to ensure that even after the top support is removed, the reinforcing assembly and connecting steel pipe can still provide support to both inclined tower columns, preventing deformation and ensuring smooth construction. The contact surface being in contact with the inclined tower column increases the contact area, avoids localized stress concentration, and improves the support effect. Attached Figure Description

[0022] Figure 1 This is a schematic diagram of the active cross bracing structure installed on the inclined tower column provided in this embodiment of the utility model from a first perspective.

[0023] Figure 2 yes Figure 1 Enlarged view of point A in the middle;

[0024] Figure 3 yes Figure 1 Enlarged view of point B in the middle;

[0025] Figure 4 This is a schematic diagram of the active cross bracing structure installed on the inclined tower column provided in this embodiment of the utility model from a second perspective.

[0026] Figure 5 This is a first schematic diagram of the cooperation between the reinforcing component and the connecting steel pipe provided in this embodiment of the utility model;

[0027] Figure 6 This is a second schematic diagram showing the cooperation between the reinforcing component and the connecting steel pipe provided in this embodiment of the utility model;

[0028] Figure 7This is a schematic diagram of the cooperation between the corbel assembly and the inclined tower column provided in this embodiment of the utility model from a first-view perspective;

[0029] Figure 8 This is a schematic diagram of the cooperation between the corbel assembly and the tilted tower column provided in this embodiment of the utility model from a second perspective.

[0030] In the picture:

[0031] 1. Connect the steel pipes;

[0032] 2. Reinforcing component; 21. Abutting part; 211. Abutting surface; 22. Connecting horizontal plate; 23. Connecting vertical plate; 24. Abutting plate;

[0033] 3. Bracket assembly; 31. Embedded climbing cone; 32. Anchor plate; 33. Support component; 331. Support plane; 34. Reinforcing rib;

[0034] 4. Top support assembly; 41. Top support component; 42. Pad plate; 43. Pad block; 44. Connecting beam;

[0035] 100. Leaning tower column. Detailed Implementation

[0036] The embodiments of this utility model are described in detail below. Examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals denote the same or similar parts or parts having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary and intended to explain this utility model, and should not be construed as limiting this utility model.

[0037] In the description of this utility model, unless otherwise explicitly specified and limited, the terms "connected," "linked," and "fixed" should be interpreted broadly. For example, they can refer to a fixed connection or a detachable connection; a mechanical connection or an electrical connection; a direct connection or an indirect connection through an intermediate medium; or the internal communication of two components or the interaction between two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0038] In the description of this utility model, unless otherwise expressly specified and limited, "above" or "below" the second feature can include direct contact between the first and second features, or contact between the first and second features through another feature between them. Furthermore, "above," "over," and "on top" of the second feature includes the first feature directly above or diagonally above the second feature, or simply indicates that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature includes the first feature directly below or diagonally below the second feature, or simply indicates that the first feature is at a lower horizontal level than the second feature.

[0039] The technical solution of this utility model will be further described below with reference to the accompanying drawings and specific embodiments.

[0040] like Figures 1-8 As shown, the active cross bracing structure installed on the inclined tower column includes a connecting steel pipe 1, a reinforcing component 2, a corbel component 3, and a top support component 4. Each connecting steel pipe 1 has a reinforcing component 2 fixedly connected to both ends. Each reinforcing component 2 includes two abutting members 21, which are respectively fixedly connected to the two end faces of the connecting steel pipe 1. One abutting member 21 has an abutting surface 211 that can fit against the inclined tower column 100. Each inclined tower column 100 is fixedly connected to... Multiple bracket components 3 are connected, each bracket component 3 having a supporting plane 331, and reinforcing components 2 can overlap the supporting plane 331; the top support component 4 includes a top support member 41 and a pad 42, the top support member 41 is configured to support the reinforcing component 2 and the inclined tower column 100, such that the abutting surface 211 of the abutting member 21 away from the top support member 41 fits against the inclined tower column 100 away from the top support member 41, and the pad 42 is placed in the gap between the reinforcing component 2 and the inclined tower column 100 near the top support member 41.

[0041] The active cross bracing structure for installation on inclined tower columns provided by this utility model involves fixing the bracket assembly 3 to the inclined tower column 100 during use. On the ground, the reinforcing assembly 2 is welded to both ends of the connecting steel pipe 1, reducing high-altitude welding operations, lowering safety risks, and improving safety. A tower crane lifts the connecting steel pipe 1 with the reinforcing assembly 2 to the support plane 331 of the bracket assembly 3. At high altitude, a top support member 41 supports the reinforcing assembly 2 and the inclined tower column 100, ensuring that the contact surface 211 of the other reinforcing assembly 2 is in contact with the other inclined tower column 100 until the top support member 41 can no longer support it. A pad 42 is placed in the gap between the reinforcing assembly 2 and the inclined tower column 100 to ensure that even after the top support member 41 is removed, the reinforcing assembly 2 and the connecting steel pipe 1 can still provide support for both inclined tower columns 100, preventing deformation of the inclined tower column 100 and ensuring smooth construction. The contact surface 211 being in contact with the inclined tower column 100 increases the contact area, avoids local stress concentration, and improves the support effect.

[0042] Reinforcing component 2 is used to increase the strength of the end of the connecting steel pipe 1. Optionally, see [link to relevant documentation]. Figure 1 , Figure 2 and Figure 5 The reinforcing component 2 also includes a connecting horizontal plate 22 and a connecting vertical plate 23. The connecting vertical plate 23 is fixedly connected to the connecting horizontal plate 22 in the vertical direction. The connecting horizontal plate 22 can overlap the supporting plane 331. The side of the connecting vertical plate 23 away from the connecting horizontal plate 22 is fixedly connected to the connecting steel pipe 1. The abutment 21 is fixedly disposed between the connecting horizontal plate 22 and the connecting vertical plate 23. The reinforcing component 2 can prevent the connecting steel pipe 1 from directly contacting the inclined tower column 100. At the same time, the abutment surface 211 of the abutment 21 in the reinforcing component 2 can fit against the inclined tower column 100, increasing the contact area, avoiding stress concentration, and improving the service life of the connecting steel pipe 1.

[0043] Specifically, the abutment member 21 is a plate, and multiple abutment members 21 are provided. These multiple abutment members 21 are spaced apart and connected to the connecting horizontal plate 22 along its width direction. The plate design saves materials and reduces construction costs. See also... Figure 1 and Figure 4 The edge of the abutment 21 near the top support 41 tends to be vertical, which makes it easy to place the pad 42 between the abutment 21 and the inclined tower column 100. The edge of the abutment 21 away from the top support 41 is consistent with the inclined surface of the inclined tower column 100, ensuring that the abutment surface 211 of the abutment 21 can fit against the inclined tower column 100, increasing the contact area and reducing stress concentration.

[0044] Furthermore, there are two connecting parts 21, which reduces material usage and lowers construction costs.

[0045] In other embodiments, three or more abutment members 21 may be provided, depending on the on-site construction conditions.

[0046] Optionally, see Figure 1 , Figure 2 and Figure 6 The reinforcing component 2 also includes a connecting horizontal plate 22, two connecting vertical plates 23, and two abutting plates 24. The end face of the connecting steel pipe 1 is provided with a connecting groove. The two connecting vertical plates 23 are inserted into the connecting groove and extend along the axial direction of the connecting steel pipe 1. The connecting horizontal plate 22 is fixedly connected to the bottom end of the connecting vertical plate 23 and extends in the horizontal direction. The two abutting plates 24 are respectively fixedly connected to the opposite sides of the two connecting vertical plates 23. The abutting member 21 is provided at the end of the two connecting vertical plates 23 away from the connecting steel pipe 1. The connecting vertical plates 23 are arranged along the axial direction of the connecting steel pipe 1, which can reduce the volume of the connecting vertical plates 23 and save materials. The top support member 41 can push the abutting plate 24 so that the reinforcing component 2 and the connecting plate move away from the abutting member 21.

[0047] Specifically, the top support 41 can be a jack.

[0048] In this embodiment, the connecting horizontal plate 22 and the connecting vertical plate 23 are welded and fixed, the connecting vertical plate 23 and the connecting steel pipe 1 are welded and fixed, the abutting part 21 is welded and fixed to the connecting horizontal plate 22, and the abutting part 21 is welded and fixed to the connecting vertical plate 23. The welding construction is convenient and the connection strength is high.

[0049] In other embodiments, the connecting horizontal plate 22 and the connecting vertical plate 23 are fixed by bolts, the connecting vertical plate 23 and the connecting steel pipe 1 are fixed by bolts, the abutting member 21 is fixed to the connecting horizontal plate 22 by bolts, and the abutting member 21 is fixed to the connecting vertical plate 23 by bolts. The bolt connection is convenient and can be disassembled and maintained.

[0050] Bracket assembly 3 is used to support reinforcing assembly 2, see [link / reference] Figure 1 , Figure 7 and Figure 8 In this embodiment, the corbel assembly 3 includes a pre-embedded climbing cone 31, an anchor plate 32, a support member 33, and a reinforcing rib 34. The pre-embedded climbing cone 31 is fixedly connected to the inclined tower column 100. The pre-embedded climbing cone 31 is configured to fix the anchor plate 32 to the inclined tower column 100. The reinforcing rib 34 is fixedly connected to the anchor plate 32 in the vertical direction. The support member 33 is fixedly connected to the reinforcing rib 34. The support member 33 is provided with a supporting plane 331. Only three pre-embedded climbing cones 31 need to be designed to fix the anchor plate 32, and then the support member 33 is connected so that the supporting plane 331 is in the horizontal direction. There is no need to set a large number of pre-embedded climbing cones 31. Adjusting the angle of the reinforcing assembly 2 reduces the construction difficulty and improves the construction efficiency.

[0051] The support member 33 can be a support plate or a support block. Specifically, the support member 33 is a support plate, the top surface of the support member 33 is a support plane 331, and the bottom surface of the support member 33 is fixedly connected to the reinforcing rib plate 34. No additional processing of the support plane 331 is required, which reduces processing steps and improves construction efficiency.

[0052] Specifically, multiple reinforcing ribs 34 are provided, and the multiple reinforcing ribs 34 are evenly spaced along the width direction of the anchor plate 32. The multiple reinforcing ribs 34 can evenly distribute the load of the support member 33 and improve the support effect.

[0053] Optionally, two reinforcing ribs 34 are provided to save materials and reduce costs.

[0054] In other embodiments, the reinforcing ribs 34 may also be provided in three or more.

[0055] To improve the efficiency of the top support, in this embodiment, see... Figure 1 and Figure 2The top support assembly 4 also includes a pad 43, which is disposed close to the top support member 41. The thickness of the pad 43 is greater than that of the pad plate 42, which can quickly fill the gap between the inclined tower column 100 and the pad plate 42, thereby improving construction efficiency.

[0056] Optionally, see Figure 1 and Figure 3 The top support assembly 4 also includes connecting beams 44. The two sides of the pad 43 are close to each other from top to bottom. Multiple connecting beams 44 are arranged vertically between the pad 43 and the inclined tower column 100. The pad 43 is wide at the top and narrow at the bottom, which makes it easy to fit into the gap between the pad 43 and the inclined tower column 100 and the pad plate 42. It can also be adaptively adjusted. When the gap between the inclined tower column 100 and the pad plate 42 is small, the pad 43 can be inserted shallower. When the gap between the inclined tower column 100 and the pad plate 42 is large, the pad 43 can be inserted deeper, which improves construction efficiency.

[0057] Specifically, four connecting beams 44 are provided, and the length of the four connecting beams 44 increases sequentially from top to bottom to compensate for the tilt angle of the tilted tower column 100, ensure good contact between the pad block 43 and the tilted tower column 100, and improve the support effect.

[0058] Optionally, the top support assembly 4 also includes a buffer pad. The inclination angle of the end face of the pad 43 near the inclined tower column 100 is the same as the inclination angle of the inclined tower column 100. A buffer pad is provided between the pad 43 and the inclined tower column 100 with the same inclination angle, which allows the pad 43 to fit against the inclined tower column 100, increasing the contact area and reducing stress concentration.

[0059] Specifically, the buffer pad can be a rubber pad. The rubber pad prevents the pad 43 and the inclined tower column 100 from rigidly contacting each other, thus preventing damage to the pad 43 and the inclined tower column 100.

[0060] The construction steps of the active cross bracing structure installed on the inclined tower column provided by this utility model are as follows: S1. Install the pre-embedded climbing cone 31 on the inclined tower column 100 according to the design requirements, and fix the anchor plate 32. Weld the reinforcing rib plate 34 on the anchor plate 32, and weld the support member 33 on the top of the reinforcing rib plate 34 to ensure that the support plane 331 is in the horizontal direction. S2. Weld the reinforcing component 2 on the ground, weld the connecting vertical plate 23, the connecting horizontal plate 22 and the abutment member 21, and weld the welded reinforcing component 2 to both ends of the connecting steel pipe 1. S3. The tower crane lifts the welded steel pipe and the reinforcing component 2 to the support plane 331, adjusts the reinforcing component 2 to ensure that the abutment surface 211 is directly opposite the inclined tower column 100 and the connecting horizontal plate 22 overlaps on the support plane 331. S4. Install a top support 41 between the reinforcing component 2 and the inclined tower column 100. Weld steel strips around the top support 41 for fixation. The top support 41 begins to support the inclined tower column 100 and the reinforcing component 2. Place pads 43 and shims 42 between the inclined tower column 100 and the reinforcing component 2 as needed. S5. Repeat steps S2 to S5 to install another set of reinforcing components 2 and connecting steel pipes 1, with the two connecting steel pipes 1 spaced apart. S6. Weld multiple horizontal bracing members between the two connecting steel pipes 1, with the multiple horizontal bracing members spaced apart along the axial direction of the connecting steel pipes 1 to improve stability.

[0061] In other embodiments, three or more sets of reinforcing components 2 and connecting steel pipes 1 may be provided to further improve stability.

[0062] It should be noted that after applying the pad 42 and pad 43, once the pad 42 and pad 43 are stable and the connecting steel pipe 1 can be supported between the two inclined tower columns 100, the top support 41 can be removed.

[0063] Obviously, the above embodiments of this utility model are merely examples for clearly illustrating the present utility model, and are not intended to limit the implementation of the present utility model. Those skilled in the art can make other variations or modifications based on the above description. It is neither necessary nor possible to exhaustively list all possible implementations here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this utility model should be included within the protection scope of the claims of this utility model.

Claims

1. An active cross bracing structure installed on inclined tower columns for supporting two oppositely arranged inclined tower columns (100), characterized in that, include: Multiple connecting steel pipes (1); Multiple reinforcing components (2), each connecting steel pipe (1) is fixedly connected to both ends of a reinforcing component (2), each reinforcing component (2) includes two abutting parts (21), the two abutting parts (21) are fixedly connected to the two end faces of the connecting steel pipe (1), one of the abutting parts (21) is provided with an abutting surface (211), the abutting surface (211) can fit against the inclined tower column (100); The bracket assembly (3) is fixedly connected to each of the inclined tower columns (100). The bracket assembly (3) has a supporting plane (331). The reinforcing component (2) can overlap the supporting plane (331). The top support assembly (4) includes a top support member (41) and a pad (42), the top support member (41) being configured to support the reinforcing assembly (2) and the inclined tower column (100) such that the abutment surface (211) of the abutment member (21) away from the top support member (41) is in contact with the inclined tower column (100) away from the top support member (41), and the pad (42) is placed in the gap between the reinforcing assembly (2) and the inclined tower column (100) near the top support member (41).

2. The active cross bracing structure installed on the inclined tower column according to claim 1, characterized in that, The reinforcing component (2) further includes a connecting horizontal plate (22) and a connecting vertical plate (23). The connecting vertical plate (23) is fixedly connected to the connecting horizontal plate (22) in the vertical direction. The connecting horizontal plate (22) can overlap the supporting plane (331). The side of the connecting vertical plate (23) away from the connecting horizontal plate (22) is fixedly connected to the connecting steel pipe (1). The abutment (21) is fixedly disposed between the connecting horizontal plate (22) and the connecting vertical plate (23).

3. The active cross bracing structure installed on the inclined tower column according to claim 2, characterized in that, The abutting member (21) is a plate, and multiple abutting members (21) are provided. Multiple abutting members (21) are connected to the connecting horizontal plate (22) at intervals along the width direction of the connecting horizontal plate (22).

4. The active cross bracing structure installed on the inclined tower column according to claim 1, characterized in that, The reinforcing component (2) further includes a connecting horizontal plate (22), two connecting vertical plates (23) and two abutting plates (24). The end face of the connecting steel pipe (1) is provided with a connecting groove. The two connecting vertical plates (23) are inserted into the connecting groove and extend along the axial direction of the connecting steel pipe (1). The connecting horizontal plate (22) is fixedly connected to the bottom end of the connecting vertical plate (23) and extends in the horizontal direction. The two abutting plates (24) are respectively fixedly connected to the opposite side of the two connecting vertical plates (23). The abutting member (21) is provided at the end of the two connecting vertical plates (23) away from the connecting steel pipe (1).

5. The active cross bracing structure installed on an inclined tower column according to claim 1, characterized in that, The bracket assembly (3) includes a pre-embedded climbing cone (31), an anchor plate (32), a support member (33), and a reinforcing rib (34). The pre-embedded climbing cone (31) is fixedly connected to the inclined tower column (100). The pre-embedded climbing cone (31) is configured to fix the anchor plate (32) to fit against the inclined tower column (100). The reinforcing rib (34) is fixedly connected to the anchor plate (32) in the vertical direction. The support member (33) is fixedly connected to the reinforcing rib (34). The support member (33) is provided with the supporting plane (331).

6. The active cross bracing structure installed on the inclined tower column according to claim 5, characterized in that, The support member (33) is a support plate, the top surface of the support member (33) is the support plane (331), and the bottom surface of the support member (33) is fixedly connected to the reinforcing rib (34).

7. The active cross bracing structure installed on an inclined tower column according to claim 5, characterized in that, Multiple reinforcing ribs (34) are provided, and the multiple reinforcing ribs (34) are evenly spaced along the width direction of the anchor plate (32).

8. The active cross bracing structure installed on an inclined tower column according to any one of claims 1-7, characterized in that, The top support assembly (4) also includes a pad (43) disposed between the inclined tower column (100) and the pad plate (42) near the top support member (41).

9. The active cross bracing structure installed on an inclined tower column according to claim 8, characterized in that, The top support assembly (4) also includes connecting beams (44). The two sides of the pad (43) are close to each other from top to bottom. Multiple connecting beams (44) are arranged vertically between the pad (43) and the inclined tower column (100).

10. The active cross bracing structure installed on an inclined tower column according to claim 8, characterized in that, The top support assembly (4) also includes a buffer pad. The inclination angle of the end face of the pad (43) near the inclined tower column (100) is the same as the inclination angle of the inclined tower column (100). The buffer pad is provided between the pad (43) and the inclined tower column (100).

Images