Adaptive tower crane foundation and use method thereof

Abstract

The present invention belongs to the technical field of bridge construction and discloses an adaptive tower crane foundation and its use method. The adaptive tower crane foundation is installed above a steel box girder and includes a support mechanism and an anchoring mechanism anchored to a cable tower. The tower crane is installed on the support mechanism; the anchoring mechanism includes an anchoring bracket, an elastic diagonal member, and a jacking drive member. The second end of the upper load-bearing beam of the anchoring bracket moves upward under the drive of the jacking drive member and moves downward under the action of the gravity of the tower crane. One end of the elastic diagonal member is anchored to the cable tower, and the other end passes through the upper load-bearing beam and is anchored to the lower load-bearing beam of the anchoring bracket. When the elastic diagonal member is pulled or the second end is driven to move vertically, the elastic diagonal member applies an upward pulling force to the anchoring bracket. The use of this adaptive tower crane foundation can achieve the simultaneous construction of the cable tower and the steel box girder, while ensuring the load-bearing capacity and reducing the manufacturing cost and the impact on the cable tower. The inclination of the tower crane can also be adjusted at any time to ensure the safety of the cable tower construction.

Description

Technical Field

[0001] The present invention relates to the technical field of bridge construction, and in particular to an adaptive tower crane foundation and a use method thereof. Background Art

[0002] During the construction process, tower cranes are able to perform various complex lifting operations at high altitudes with their tall towers and flexible lifting arms. They are widely used in the field of bridge construction, especially in the construction of cable-stayed bridge towers.

[0003] During cable tower construction, some projects require a tower crane foundation installed on the ground. The tower crane extends from the ground to above the steel box girder (the main girder of a cable-stayed bridge). The distance between the tower crane and the cable tower is small, and the tower crane's boom is short. While this arrangement allows the tower crane to lift heavier loads, it encroaches on the construction space available for the steel box girder, creating a conflict between the steel box girder and cable tower construction. Construction of the steel box girder and cable tower can only be carried out in separate stages, increasing the construction period of the cable-stayed bridge. To allow for simultaneous construction of the steel box girder and cable tower, existing technology places the tower crane foundation on the side of the steel box girder away from the cable tower to avoid the construction space available for the steel box girder. However, this arrangement increases the length of the tower crane's boom, increasing the crane's cost and reducing its stability. This poses greater safety risks during use and limits the weight the crane can lift.

[0004] To address the above-mentioned issues, some existing projects have anchored the tower crane foundation to the cable tower and placed it above the steel box girder. When using this type of tower crane foundation anchored on the cable tower for cable tower construction, cable tower construction can be carried out above the tower crane foundation, while steel box girder construction can be carried out below the tower crane foundation, enabling simultaneous steel box girder and cable tower construction. Furthermore, this type of tower crane foundation is also suitable for certain working conditions where the tower crane foundation cannot be placed on the ground, such as the construction of a cross-sea cable-stayed bridge. However, as the height of the tower crane increases during cable tower construction, the load on the tower crane foundation anchored on the cable tower also gradually increases. In order to securely support the tower crane, the structure of the tower crane foundation is typically larger, which not only increases construction costs but also results in a greater number of connection points between the tower crane foundation and the cable tower, increasing damage to the cable tower. In addition, the existing tower crane foundation anchored to the cable tower is a cantilever structure. As the weight of the tower crane continues to increase, the cantilevered end of the tower crane foundation is prone to vertical movement, causing the tower crane to tilt and even exceed the allowable tilt range of the tower crane. Not only can the tower crane continue to be unusable, but it also poses a major safety hazard.

[0005] Therefore, there is an urgent need for an adaptive tower crane foundation and a method of using the same to solve the above problems. Summary of the Invention

[0006] The purpose of the present invention is to provide an adaptive tower crane foundation and a method for using the same, which can realize the simultaneous construction of the cable tower and the steel box girder, while ensuring the bearing capacity, reducing the manufacturing cost of the adaptive tower crane foundation and the impact on the cable tower, and can also adjust the inclination of the tower crane at any time during the cable tower construction process, thereby ensuring the safety of the construction process.

[0007] To achieve this object, the present invention adopts the following technical solutions:

[0008] On the one hand, an adaptive tower crane foundation is provided for supporting the tower crane during cable tower construction. The adaptive tower crane foundation is installed above the steel box girder and includes:

[0009] The support mechanism includes a plurality of support brackets and a connecting beam assembly, wherein the plurality of support brackets are arranged at intervals along a first direction and connected by the connecting beam assembly. The support brackets are a planar truss structure and can be anchored to the cable tower. The legs of the tower crane are detachably mounted on the support brackets.

[0010] The anchoring mechanism comprises two anchoring brackets, an elastic inclined member and a jacking drive member. The two anchoring brackets are respectively arranged on both sides of the supporting mechanism along the first direction and are fixedly connected to the connecting beam assembly. The anchoring bracket is a plane truss structure and can be anchored to the cable tower. The anchoring bracket comprises an upper load-bearing beam and a lower load-bearing beam both extending along the second direction. The upper load-bearing beam and the lower load-bearing beam are arranged at intervals in the vertical direction; the jacking drive member is arranged on the lower load-bearing beam, the output end of the jacking drive member is connected to the upper load-bearing beam, and the first end of the upper load-bearing beam is fixed to the cable tower. The tower, the second end of the upper load-bearing beam can move upward under the drive of the jacking drive member, and move downward under the action of the gravity of the tower crane; one end of the elastic inclined brace can be anchored to the cable tower and rotate relative to the cable tower, and the other end passes through the second end of the upper load-bearing beam and is anchored to the end of the lower load-bearing beam away from the cable tower. When the elastic inclined brace is pulled or the second end of the upper load-bearing beam is driven to move vertically, the length of the elastic inclined brace changes, and the elastic inclined brace applies an upward pulling force to the anchor bracket, and the first direction, the second direction and the vertical direction are perpendicular to each other.

[0011] Optionally, the support bracket includes a support beam, a first oblique support member, and a plurality of first inner support members, the support beam extends along the second direction and can be anchored to the cable tower, one end of the first oblique support member is fixedly connected to the support beam, and the other end is located below the support beam and anchored to the cable tower, the support beam, the first oblique support member, and the cable tower enclose a triangular first support space, and the plurality of first inner support members are all arranged in the first support space to divide the first support space into a plurality of triangular units;

[0012] The connecting beam assembly includes multiple first connecting beams and multiple second connecting beams, the first connecting beams and the second connecting beams both extend along the first direction, the multiple first connecting beams are arranged at intervals along the second direction, the multiple second connecting beams are arranged at intervals along the extension direction of the first oblique support member, the support beams of the multiple support brackets are connected by the first connecting beams, the first oblique support members of the multiple support brackets are connected by the second connecting beams, and the legs of the tower crane are detachably installed at the connection between the support beams and the first connecting beams.

[0013] Optionally, the support beam is a hollow structure, and a reinforcement plate is provided at the connection between the support beam and the legs of the tower crane. The reinforcement plate is located in the inner cavity of the support beam and is fixedly connected to the inner wall of the support beam.

[0014] Optionally, the anchor bracket also includes a connecting column, a second oblique support member and several second inner support members. The second end of the upper load-bearing beam is connected to the lower load-bearing beam through the connecting column. One end of the second oblique support member is connected to the upper load-bearing beam, and the other end is located below the lower load-bearing beam and anchored to the cable tower. The lower load-bearing beam is fixedly connected to the second oblique support member. The upper load-bearing beam, the second oblique support member and the cable tower form a triangular second support space. Several second inner support members are arranged in the second support space to divide the second support space into multiple triangular units.

[0015] Optionally, the upper load-bearing beam is a hollow structure, and the inner cavity of the upper load-bearing beam is provided with a support tube extending in the vertical direction. The support tube is clamped between the top surface and the bottom surface of the upper load-bearing beam, and the elastic inclined member is passed through the support tube.

[0016] Optionally, a steering member is provided on the upper load-bearing beam, and an arc-shaped through-hole is provided on the steering member. The elastic oblique-bracing member is passed through the through-hole to change the extension direction of the elastic oblique-bracing member.

[0017] Optionally, the adaptive tower crane foundation further includes anchors and connecting bolts, the anchors are buried in the cable tower, and the supporting bracket or the anchor bracket is connected to the anchors via the connecting bolts.

[0018] Optionally, the anchor includes a threaded portion, a threaded sleeve is provided at the end of the anchor, the threaded portion and the connecting bolt are both threadedly matched with the threaded sleeve, and the thread of the threaded portion and the thread of the connecting bolt are in opposite directions.

[0019] Optionally, the adaptive tower crane foundation further includes an axle pin and a first connecting ear plate that can be anchored to the cable tower, a second connecting ear plate is provided at one end of the elastic inclined member away from the upper load-bearing beam, and the first connecting ear plate and the second connecting ear plate are rotatably connected by the axle pin.

[0020] On the other hand, a method for using an adaptive tower crane foundation is provided, wherein the method uses the adaptive tower crane foundation to support a tower crane, and specifically comprises the following steps:

[0021] S1. Install the supporting mechanism on the cable tower, and install the tower crane on the supporting mechanism;

[0022] S2. Install the anchoring mechanism on the cable tower and connect the anchoring bracket and the connecting beam assembly;

[0023] S3, controlling the jacking drive member to drive the second end of the upper load-bearing beam to move upward by a preset distance, and pulling the elastic inclined member;

[0024] S4. Control the tower crane to perform the hoisting operation while monitoring the vertical movement distance of the second end of the upper load-bearing beam;

[0025] S5. Determine whether the second end of the upper load-bearing beam moves downward by a preset distance relative to the horizontal plane. If so, control the tower crane to stop the lifting operation and repeat steps S3 and S4 until the construction of the cable tower is completed; if not, repeat step S4 until the construction of the cable tower is completed.

[0026] Compared with the prior art, the present invention has the following beneficial effects:

[0027] The present invention provides an adaptive tower crane foundation and a method for using the same. The supporting bracket, anchor bracket and elastic inclined member of the adaptive tower crane foundation can all be anchored to the cable tower and are located above the steel box girder as a whole. The cable tower construction can be carried out above the adaptive tower crane foundation, and the steel box girder construction can be carried out below the adaptive tower crane foundation. That is, the tower crane will not occupy the construction space of the steel box girder, so that the steel box girder construction and the cable tower construction can be carried out simultaneously.

[0028] The elastic diagonal member passes through the second end of the upper load-bearing beam and is connected to the end of the lower load-bearing beam away from the cable tower. During the cable tower construction, when the supporting mechanism drives the cantilevered end of the anchor bracket to move downward relative to the horizontal plane under the action of the tower crane's gravity, the staff can change the length of the elastic diagonal member by pulling the elastic diagonal member, so that an elastic force is generated in the elastic diagonal member. The elastic force is converted into an upward pulling force on the anchor bracket at the anchor bracket, thereby pulling up the anchor bracket, and the anchor bracket drives the supporting mechanism to move, thereby realizing the adjustment of the inclination degree of the tower crane during the construction process, so that the safety of the construction process is guaranteed and the cable tower construction can proceed smoothly.

[0029] After the tower crane is installed, the second end of the upper load-bearing beam is driven upward by the jacking drive. The upper load-bearing beam, through the support bracket, causes the tower crane to be tilted before construction begins. This provides a margin for the crane's tilt during cable tower construction, reducing the number of times the crane's tilt needs to be adjusted during subsequent cable tower construction and increasing construction efficiency. During cable tower construction, if the crane's tilt is excessive, the jacking drive can be used to further adjust the crane's tilt by driving the second end of the upper load-bearing beam upward, ensuring smooth cable tower construction.

[0030] Both the support bracket and the anchor bracket are planar truss structures with the characteristics of flexible structural layout, so that they can be reasonably arranged according to specific conditions at the construction site; the connecting beam assembly not only connects multiple support brackets into a whole, but also connects the anchor bracket and the support bracket into a whole, so that the anchor bracket and the support bracket can be coordinated in force. Compared with the existing cantilever tower crane foundation, the adaptive tower crane foundation provided by the present invention can apply an upward pulling force to the anchor bracket during the cable tower construction process through the elastic inclined member. This pulling force can offset part of the tower crane load borne by the support bracket, thereby reducing the load borne by the anchor bracket and the cantilever end of the support bracket and the entire structure. This allows the anchor bracket and the support bracket to achieve the bearing capacity of the existing tower crane foundation using less material, thereby reducing the construction cost.

[0031] Furthermore, the reduction in the weight of the adaptive tower crane foundation can not only reduce the anchor tension of the adaptive tower crane foundation on the cable tower, but also reduce the number of connection positions between the adaptive tower crane foundation and the cable tower, thereby reducing the damage degree of the adaptive tower crane foundation to the cable tower. BRIEF DESCRIPTION OF THE DRAWINGS

[0032] Figure 1 This is a schematic diagram of the arrangement of the adaptive tower crane foundation provided by the present invention on the cable tower;

[0033] Figure 2 is a top view of the adaptive tower crane foundation provided by the present invention;

[0034] Figure 3 yes Figure 2 AA section view (with hidden tower);

[0035] Figure 4 yes Figure 2 BB cross-section (with the tower and anchor mechanism hidden);

[0036] Figure 5 yes Figure 3 Enlarged view of point C in the middle;

[0037] Figure 6 is a cross-sectional view of a support beam of an adaptive tower crane foundation provided by the present invention;

[0038] Figure 7 It is a cross-sectional view of the second end of the upper load-bearing beam of the adaptive tower crane foundation provided by the present invention;

[0039] Figure 8 It is a plan view of the annular plate of the adaptive tower crane foundation provided by the present invention;

[0040] Figure 9 yes Figure 4 Enlarged view of point D in the middle;

[0041] Figure 10It is a plan view of the upper mounting plate of the adaptive tower crane foundation provided by the present invention;

[0042] Figure 11 yes Figure 3 Enlarged view of point E in the middle;

[0043] Figure 12 yes Figure 4 Enlarged view of point F in the middle;

[0044] Figure 13 The present invention provides a flow chart of a method for using an adaptive tower crane foundation.

[0045] In the picture:

[0046] 100, adaptive tower crane foundation; 200, cable tower; 300, tower crane; 301, outrigger; 3011, first mounting plate; 3012, first support plate; 400, steel box girder;

[0047] 1. Support mechanism; 11. Support bracket; 111. Support beam; 1111. Reinforcement plate; 1112. Sealing plate; 112. First oblique support member; 113. First inner support member; 12. Connecting beam assembly; 121. First connecting beam; 122. Second connecting beam;

[0048] 2. Anchoring mechanism; 21. Anchoring bracket; 211. Upper load-bearing beam; 2111. Support tube; 2112. Tie plate; 212. Lower load-bearing beam; 213. Connecting column; 214. Second oblique support member; 215. Second inner support member; 22. Elastic oblique bracing member; 23. Lifting drive member; 241. First edge beam; 242. Second edge beam; 25. Annular plate; 26. Steering member; 27. Upper mounting plate; 281. Stiffening end plate; 282. Stiffening rib plate;

[0049] 3. Leg mounting assembly; 31. Support column; 32. Second mounting plate; 33. Second support plate;

[0050] 41. Anchor; 42. Connecting bolt; 43. Threaded sleeve; 44. Connecting plate;

[0051] 51. First connecting ear plate; 52. Second connecting ear plate; 53. Box-type connecting pipe; 54. Anchor plate. DETAILED DESCRIPTION

[0052] The present invention will be further described in detail below with reference to the accompanying drawings and examples. It will be understood that the specific embodiments described herein are intended only to illustrate the present invention and are not intended to limit the present invention. It should also be noted that, for ease of description, the accompanying drawings only illustrate portions relevant to the present invention, not all structures.

[0053] In the description of the present invention, unless otherwise expressly specified or limited, the terms "connected," "connected," and "fixed" should be understood in a broad sense. For example, they may refer to fixed connections, detachable connections, or integration; mechanical connections or electrical connections; direct connections or indirect connections through an intermediate medium; and internal communication between two components or interaction between two components. Those skilled in the art will understand the specific meanings of the above terms in the present invention in specific circumstances.

[0054] In the present invention, unless otherwise expressly specified or limited, a first feature being "above" or "below" a second feature may include the first and second features being in direct contact, or may include the first and second features being in contact not directly but through another feature between them. Furthermore, a first feature being "above," "above," and "above" a second feature may include the first feature being directly above or obliquely above the second feature, or may simply mean that the first feature is higher in level than the second feature. A first feature being "below," "below," and "below" a second feature may include the first feature being directly below or obliquely below the second feature, or may simply mean that the first feature is lower in level than the second feature.

[0055] In the description of this embodiment, the terms "upper," "lower," "right," and other orientations or positional relationships are based on the orientations or positional relationships shown in the accompanying drawings and are intended solely for ease of description and simplified operation. They do not indicate or imply that the devices or components referred to must have, be constructed, or operate in a specific orientation. Therefore, they should not be construed as limitations on the present invention. Furthermore, the terms "first" and "second" are used solely for descriptive purposes and have no special meanings.

[0056] Example 1

[0057] like Figures 1 to 12 As shown, this embodiment provides an adaptive tower crane foundation 100 for supporting the tower crane 300 during the construction of the cable tower 200. It can realize the simultaneous construction of the cable tower 200 and the steel box girder 400. While ensuring the bearing capacity, it reduces the manufacturing cost of the adaptive tower crane foundation 100 and the impact on the cable tower 200. It can also adjust the inclination of the tower crane 300 at any time during the construction of the cable tower 200, and the safety of the construction process is guaranteed.

[0058] See Figure 1 、 Figure 2 and Figure 3 The adaptive tower crane foundation 100 is installed above the steel box beam 400 and includes a support mechanism 1 and an anchoring mechanism 2. The support mechanism 1 includes a plurality of support brackets 11 and a connecting beam assembly 12. The plurality of support brackets 11 are arranged along a first direction ( Figure 2The plurality of support brackets 11 are connected by connecting beam assemblies 12. The support brackets 11 are plane truss structures and can be anchored to the cable tower 200. The legs 301 of the tower crane 300 are detachably mounted on the support brackets 11. Figure 2 and Figure 4 The anchoring mechanism 2 includes two anchoring brackets 21, an elastic inclined member 22 and a jacking drive member 23. The two anchoring brackets 21 are respectively arranged on both sides of the support mechanism 1 along the first direction and are fixedly connected to the connecting beam assembly 12. The anchoring bracket 21 is a plane truss structure and can be anchored to the cable tower 200. The anchoring bracket 21 includes two anchoring brackets 21 along the second direction ( Figure 2 The upper bearing beam 211 and the lower bearing beam 212 extend in the vertical direction ( Figure 4 The jacking drive 23 is provided on the lower load-bearing beam 212, and the output end of the jacking drive 23 is connected to the upper load-bearing beam 211. The first end of the upper load-bearing beam 211 is fixed to the cable tower 200, and the second end of the upper load-bearing beam 211 can move upward under the drive of the jacking drive 23, and move downward under the action of the gravity of the tower crane 300. The elastic inclined brace 22 has one end that is anchored to the cable tower 200 and rotates relative to the cable tower 200, and the other end passes through the second end of the upper load-bearing beam 211 and is anchored to the end of the lower load-bearing beam 212 away from the cable tower 200. When the elastic inclined brace 22 is pulled or the second end of the upper load-bearing beam 211 is driven to move vertically, the length of the elastic inclined brace 22 changes, and the elastic inclined brace 22 applies an upward pulling force to the anchor bracket 21. The first direction, the second direction, and the vertical direction are perpendicular to each other. The first end and the second end are the two ends of the upper load-bearing beam 211 along the second direction.

[0059] The support bracket 11, anchor bracket 21 and elastic inclined member 22 of the adaptive tower crane foundation 100 provided in this embodiment can all be anchored to the cable tower 200 and are located as a whole above the steel box girder 400. The construction of the cable tower 200 can be carried out above the adaptive tower crane foundation 100, and the construction of the steel box girder 400 can be carried out below the adaptive tower crane foundation 100, that is, the tower crane 300 will not occupy the construction space of the steel box girder 400, so that the construction of the steel box girder 400 and the cable tower 200 can be carried out simultaneously.

[0060] The elastic diagonal member 22 passes through the second end of the upper load-bearing beam 211 and is connected to the end of the lower load-bearing beam 212 away from the cable tower 200. During the construction of the cable tower 200, when the support mechanism 1 drives the cantilevered end of the anchor bracket 21 to move downward relative to the horizontal plane under the action of the gravity of the tower crane 300, the staff can change the length of the elastic diagonal member 22 by pulling the elastic diagonal member 22, so that an elastic force is generated in the elastic diagonal member 22. The elastic force is converted into an upward pulling force on the anchor bracket 21 at the anchor bracket 21, thereby pulling up the anchor bracket 21, and the anchor bracket 21 drives the support mechanism 1 to move, thereby realizing the adjustment of the inclination degree of the tower crane 300 during the construction process, so that the safety of the construction process is guaranteed and the construction of the cable tower 200 can proceed smoothly. After the tower crane 300 is installed, the second end of the upper load-bearing beam 211 is driven upward by the jacking drive 23. The upper load-bearing beam 211 drives the tower crane 300 through the support bracket 11 to be in a tilted state before construction begins. This provides a margin for the tilt of the tower crane 300 during the construction of the cable tower 200, thereby reducing the number of times the tilt of the tower crane 300 needs to be adjusted during the subsequent construction of the cable tower 200, thereby improving the construction speed. During the construction of the cable tower 200, if the tilt of the tower crane 300 is too large, the tilt of the tower crane 300 can be further adjusted by driving the second end of the upper load-bearing beam 211 upward by the jacking drive 23 to ensure smooth construction of the cable tower 200.

[0061] The support bracket 11 and the anchor bracket 21 are both planar truss structures with the characteristics of flexible structural layout, so that they can be reasonably arranged according to specific conditions at the construction site; the connecting beam assembly 12 not only connects multiple support brackets 11 into a whole, but also connects the anchor bracket 21 and the support bracket 11 into a whole, so that the anchor bracket 21 and the support bracket 11 can cooperate in force. Compared with the existing cantilever tower crane 300 foundation, the adaptive tower crane foundation 100 provided by the present invention can apply an upward pulling force to the anchor bracket 21 through the elastic inclined member 22 during the construction of the cable tower 200. This pulling force can offset part of the load of the tower crane 300 on the support bracket 11, thereby reducing the load on the cantilever end of the anchor bracket 21 and the support bracket 11 and the whole, so that the anchor bracket 21 and the support bracket 11 can reach the bearing capacity of the existing tower crane 300 foundation using less material, thereby reducing the construction cost. Furthermore, the reduction in the weight of the adaptive tower crane foundation 100 can not only reduce the anchor tension of the adaptive tower crane foundation 100 on the cable tower 200, but also reduce the number of connection positions between the adaptive tower crane foundation 100 and the cable tower 200, thereby reducing the degree of damage to the cable tower 200 caused by the adaptive tower crane foundation 100.

[0062] In this embodiment, refer to Figure 2 and Figure 4The elastic inclined member 22 is a steel cable. The elastic inclined member 22 includes two connected sections. The first section is located above the upper load-bearing beam 211, and the second section is located between the upper load-bearing beam 211 and the lower load-bearing beam 212. The first section is inclined and the second section extends vertically.

[0063] Exemplarily, the support mechanism 1 and the anchor bracket 21 are both made of steel, which has the characteristics of light weight and high strength.

[0064] Optionally, see Figure 1 、 Figure 2 and Figure 3The support bracket 11 includes a support beam 111, a first oblique support member 112 and a plurality of first inner support members 113. The support beam 111 extends along the second direction and can be anchored to the cable tower 200. One end of the first oblique support member 112 is fixedly connected to the support beam 111, and the other end is located below the support beam 111 and anchored to the cable tower 200. The support beam 111, the first oblique support member 112 and the cable tower 200 enclose a first support space having a triangle. The plurality of first inner support members 113 are all arranged in the first support space for dividing the first support space into a plurality of triangular units. The connecting beam group The component 12 includes multiple first connecting beams 121 and multiple second connecting beams 122. The first connecting beams 121 and the second connecting beams 122 both extend along the first direction. The multiple first connecting beams 121 are arranged at intervals along the second direction. The multiple second connecting beams 122 are arranged at intervals along the extension direction of the first oblique support component 112. The support beams 111 of the multiple support brackets 11 are connected by the first connecting beams 121. The first oblique support components 112 of the multiple support brackets 11 are connected by the second connecting beams 122. The support legs 301 of the tower crane 300 are detachably installed at the connection between the support beams 111 and the first connecting beams 121. The support beam 111 is a cantilever beam, and the first oblique support member 112 can support the cantilever end of the support beam 111, so that the support beam 111 is not easily deformed under the load of the tower crane 300; the first support space formed by the support beam 111, the first oblique support member 112 and the cable tower 200 is a triangle, which has a certain stability in itself. The setting of the first inner support member 113 enables the first support space to be divided into multiple triangular units, thereby forming a plane truss-type support bracket 11 to stably support the tower crane 300. The first connecting beam 121 connects multiple support beams 111, and the second connecting beam 122 connects multiple first oblique support members 112 to connect multiple support brackets 11 into a whole, forming a truss-type support mechanism 1 to ensure the bearing capacity of the adaptive tower crane foundation 100; the first connecting beam 121 is perpendicular to the extension direction of the support beam 111, so that the installation plane of the tower crane 300 support leg 301 formed by the first connecting beam 121 and the support beam 111 is divided into multiple grids, thereby improving the bearing capacity of the installation plane of the tower crane 300 support leg 301; and, because the bearing capacity is the largest at the intersection of the grids, the support leg 301 of the tower crane 300 is installed at the connection between the support beam 111 and the first connecting beam 121 to ensure the stability of the tower crane 300.

[0065] Specifically, see Figure 2 and Figure 3There are two supporting brackets 11, four first inner support members 113, and the four first inner support members 113 divide the first supporting space into four small triangular units. There are three first connecting beams 121, two second connecting beams 122, and one first connecting beam 121 is located at the connection between the supporting beam 111 and the first oblique support member 112. The two legs 301 of the tower crane 300 are installed at the connection between the supporting beam 111, the first connecting beam 121 and the first oblique support member 112, so that the supporting mechanism 1 can support the tower crane 300 more stably.

[0066] In this embodiment, refer to Figure 1 and Figure 5 The bottom of the tower crane 300 leg 301 is provided with a first mounting plate 3011 and a plurality of first support plates 3012 arranged at intervals along the circumference thereof. The first mounting plate 3011 is placed horizontally, and the first support plate 3012 is placed vertically and fixedly connected to the first mounting plate 3011; the adaptive tower crane foundation 100 also includes a leg mounting assembly 3, the leg mounting assembly 3 includes a support column 31, a second mounting plate 32 and a plurality of second support plates 33, the support column 31 has the same cross-sectional size as the tower crane 300 leg 301, the second mounting plate 32 is placed horizontally, and the plurality of second support plates 33 are arranged at intervals along the circumference of the support column 31 and correspond one-to-one to the plurality of first support plates 3012, the upper end of the second support plate 33 and the upper end of the support column 31 are fixedly connected to the second mounting plate 32, and the lower end of the second support plate 33 and the lower end of the support column 31 are fixed to the top of the support beam 111. When installing the tower crane 300, first align the support column 31 with the support leg 301 of the tower crane 300, stack the first mounting plate 3011 and the second mounting plate 32 up and down, and then use bolts to connect the first mounting plate 3011 and the second mounting plate 32. When disassembling the tower crane 300, just remove the bolts.

[0067] Exemplarily, the leg mounting assembly 3 is made of steel, the leg mounting assembly 3 is welded or bolted to the support beam 111, and the various components of the leg mounting assembly 3 are connected by welding.

[0068] Optionally, see Figure 3 and Figure 6 The support beam 111 is a hollow structure. A reinforcing plate 1111 is provided at the connection between the support beam 111 and the support leg 301 of the tower crane 300. The reinforcing plate 1111 is located in the inner cavity of the support beam 111 and is fixedly connected to the inner wall of the support beam 111 to support the support beam 111, increase the load-bearing capacity of the support beam 111, and improve the stability of the support beam 111.

[0069] In this embodiment, refer to Figure 3 and Figure 6The support beam 111, first diagonal support member 112, first connecting beam 121, and second connecting beam 122 are all box-type structures formed by welding two I-beams. This box-type structure reduces material usage while also offering extremely high torsional rigidity and bending resistance. Even with the heavy weight of the tower crane 300, the support mechanism 1 can stably support it. The reinforcement plate 1111 is a rectangular steel plate, the same height as the web of the I-beam. The upper and lower ends of the reinforcement plate 1111 are welded to the upper and lower flanges of the I-beam, respectively, and the sides of the reinforcement plate 1111 are welded to the web of the I-beam.

[0070] Further, see Figure 6 A support beam 111, formed from two welded I-beams, has C-shaped openings on both sides. To further enhance the load-bearing capacity of support beam 111, sealing plates 1112, the same height as the I-beam, are installed at the C-shaped openings to block them. Specifically, sealing plates 1112 are made of steel, with their upper and lower ends welded to the upper and lower flanges of the I-beam, respectively.

[0071] Optionally, see Figure 2 and Figure 4 The anchor bracket 21 also includes a connecting column 213, a second oblique support member 214 and a plurality of second inner support members 215. The second end of the upper load-bearing beam 211 is connected to the lower load-bearing beam 212 through the connecting column 213. One end of the second oblique support member 214 is connected to the upper load-bearing beam 211, and the other end is located below the lower load-bearing beam 212 and anchored to the cable tower 200. The lower load-bearing beam 212 is fixedly connected to the second oblique support member 214. The upper load-bearing beam 211, the second oblique support member 214 and the cable tower 200 enclose a triangular second support space. Several second inner support members 215 are all arranged in the second support space, which is used to divide the second support space into a plurality of triangular units. The upper load-bearing beam 211 and the lower load-bearing beam 212 are both cantilever structures. The connecting column 213 can connect the cantilevered ends of the upper load-bearing beam 211 and the lower load-bearing beam 212, thereby improving the stability of the upper load-bearing beam 211 and the lower load-bearing beam 212, so that the cantilevered end of the lower load-bearing beam 212 is not easily bent under the gravity of the jacking drive member 23; the second support space formed by the upper load-bearing beam 211, the second oblique support member 214 and the cable tower 200 is a triangle, which itself has a certain stability. The setting of the second inner support member 215 enables the second support space to be divided into multiple small triangular units, thereby forming a truss-type anchoring bracket 21 to ensure the stability of the anchoring mechanism 2 during anchoring.

[0072] In this embodiment, refer to Figure 1 、 Figure 3 and Figure 4The cross-sectional shape of the anchor bracket 21 is the same as that of the support bracket 11. The two ends of the first connecting beam 121 are respectively connected to the upper load-bearing beams 211 on both sides, and the two ends of the second connecting beam 122 are respectively connected to the second oblique support members 214 on both sides, so as to connect the support mechanism 1 and the anchor structure into a whole, thereby improving the overall stiffness of the adaptive tower crane foundation 100.

[0073] Further, see Figure 1 、 Figure 3 and Figure 4 The length of the upper load-bearing beam 211 is greater than the length of the support beam 111. The anchoring mechanism 2 also includes a first edge-sealing beam 241 and a second edge-sealing beam 242, both extending along the first direction. The first edge-sealing beam 241 and the second edge-sealing beam 242 are both located at the end of the anchoring bracket 21 away from the cable tower (not shown in the figure). The upper load-bearing beams 211 of the two anchoring brackets 21 are connected by the first edge-sealing beam 241, and the lower load-bearing beams 212 of the two anchoring brackets 21 are connected by the second edge-sealing beam 242. The first edge-sealing beam 241 and the second edge-sealing beam 242 not only enhance the integrity of the two anchoring brackets 21, but also limit the displacement of the upper load-bearing beam 211 and the lower load-bearing beam 212 along the first direction, thereby further ensuring the stability of the structure of the adaptive tower crane foundation 100.

[0074] Optionally, see Figure 4 and Figure 7 The upper load-bearing beam 211 is a hollow structure. The inner cavity of the upper load-bearing beam 211 is provided with a support tube 2111 extending in the vertical direction. The support tube 2111 is clamped between the top and bottom surfaces of the upper load-bearing beam 211, and the elastic inclined member 22 is passed through the support tube 2111. The upper load-bearing beam 211 is a hollow structure, which can reduce the deadweight of the upper load-bearing beam 211, reduce the manufacturing cost of the upper load-bearing beam 211 and the external force exerted on the cable tower 200; the extension direction of the elastic diagonal brace 22 changes at the top surface of the upper load-bearing beam 211, and the stretched elastic diagonal brace 22 will exert a certain force on the top surface of the upper load-bearing beam 211. The support tube 2111 is clamped between the top and bottom surfaces of the upper load-bearing beam 211. The upper and lower ends of the support tube 2111 can respectively support the top and bottom surfaces of the upper load-bearing beam 211 to resist the action of the above-mentioned elastic diagonal brace 22 and prevent the upper load-bearing beam 211 from deformation.

[0075] Specifically, the upper load-bearing beam 211, the lower load-bearing beam 212 and the second oblique support member 214 are also box-shaped structures formed by welding two I-beams. Figure 7 The support tube 2111 is a steel tube, and the support tube 2111 is located between the webs of two I-beams.

[0076] Further, see Figure 2 and Figure 7The upper load-bearing beam 211 is provided with a plurality of gusset plates 2112 arranged at intervals along its extension direction. The gusset plates 2112 are welded to the flanges of the two I-beams. The arrangement of the gusset plates 2112 enables the upper load-bearing beam 211 to form a lattice structure, thereby enhancing the overall stability of the upper load-bearing beam 211 and preventing the upper load-bearing beam 211 from deformation or instability under the action of external force.

[0077] For example, see Figure 4 and Figure 8 The lifting drive 23 is a hydraulic jack, the elastic diagonal brace 22 is a plurality of steel cables, and an annular plate 25 is provided on the bottom surface of the upper load-bearing beam 211. One end of the plurality of steel cables is connected to the cable tower (not shown in the figure), and the other end passes through the upper load-bearing beam 211, the annular plate 25, and the hydraulic jack in sequence, and is anchored to the lower load-bearing beam 212. The provision of the annular plate 25 facilitates the connection between the piston rod of the hydraulic jack and the upper load-bearing beam 211, and also increases the connection area between the hydraulic jack and the upper load-bearing beam 211, thereby preventing damage to the upper load-bearing beam 211 during the lifting process.

[0078] Furthermore, an anchor plate 54 is provided on the lower load-bearing beam 212, and a plurality of holes are provided on the anchor plate 54. A plurality of steel cables are movable through the plurality of holes one by one to adjust the length of the steel strand between the lower load-bearing beam 212 and the cable tower 200 during installation. In addition, the anchor plate 54 can also lock the steel strand to maintain the current length of the steel strand.

[0079] Optionally, see Figure 4 and Figure 9 A steering member 26 is provided on the upper load-bearing beam 211, and an arc-shaped through-hole is provided on the steering member 26. The elastic diagonal member 22 is passed through the through-hole to change the extension direction of the elastic diagonal member 22, so that the elastic diagonal member 22 can provide an oblique tensioning force while being connected to the anchor bracket 21.

[0080] Illustratively, the steering member 26 is a cable saddle with multiple holes through which the multiple steel cables are threaded. The holes are circular in cross-section, with arc-shaped notches at their upper ends to accommodate the changing angle between the first and second sections of the elastic brace member 22.

[0081] In this embodiment, an upper mounting plate 27 is provided on the top surface of the upper load-bearing beam 211, and the steering member 26 is fixed to the upper mounting plate 27. A through-hole is provided on the upper mounting plate 27, and the elastic inclined member 22 passes through the steering member 26, the through-hole and the support tube 2111 in sequence. In this embodiment, the upper load-bearing beam 211 is a structure composed of two I-beams. The provision of the upper mounting plate 27 facilitates the installation of the steering member 26 on the upper load-bearing beam 211.

[0082] Further, see Figure 8 and Figure 10, multiple stiffening end plates 281 and multiple stiffening ribs 282 are provided on the annular plate 25 and the upper mounting plate 27. The stiffening end plates 281 and the stiffening ribs 282 are both placed vertically and extend along the first direction. The stiffening end plates 281 are located on both sides of the annular plate 25 or the upper mounting plate 27 along the second direction, and the stiffening ribs 282 are located on both sides of the annular plate 25 or the upper mounting plate 27 along the first direction to enhance the strength of the upper load-bearing beam 211 at its connection with the jacking drive member 23 and the steering member 26.

[0083] Optionally, see Figure 1 、 Figure 2 and Figure 11 The adaptive tower crane foundation 100 further includes an anchor 41 and a connecting bolt 42. The anchor 41 is embedded in the cable tower 200. The support bracket 11 or the anchor bracket 21 is connected to the anchor 41 via the connecting bolt 42 to secure the adaptive tower crane foundation 100 to the cable tower 200. The anchor 41 is embedded in the concrete cable tower 200, effectively and tightly connecting the anchor 41 to the concrete to ensure an anchoring effect. The support bracket 11 or the anchor bracket 21 is connected to the anchor 41 via the connecting bolt 42 to facilitate the installation and removal of the support bracket 11 or the anchor bracket 21 on the cable tower 200, thereby improving construction efficiency.

[0084] In this embodiment, refer to Figure 11 The anchor 41 includes a threaded portion, with a threaded sleeve 43 disposed at the end of the anchor 41. The threaded portion and the connecting bolt 42 are both threadedly engaged with the threaded sleeve 43, and the threads of the threaded portion and the threads of the connecting bolt 42 are rotated in opposite directions. The threads can increase the friction between the anchor 41 and the concrete, further improving the firmness of the connection between the anchor 41 and the concrete. The provision of the threaded sleeve 43 realizes the threaded connection between the connecting bolt 42 and the anchor 41. The threads of the threaded portion and the threads of the connecting bolt 42 are rotated in opposite directions, so that when the connecting bolt 42 is tightened, the threaded sleeve 43 and the threaded portion do not rotate relative to each other, ensuring the stability of the connection between the threaded sleeve 43 and the threaded portion.

[0085] Furthermore, the support beam 111, the first oblique support member 112, the upper load-bearing beam 211, and the second oblique support member 214 are all anchored to the cable tower 200 via a plurality of anchors 41 and a plurality of connecting bolts 42, with the plurality of anchors 41 corresponding to the plurality of connecting bolts 42. The ends of the support beam 111, the first oblique support member 112, the upper load-bearing beam 211, and the second oblique support member 214 are each provided with a connecting plate 44, which is embedded in the cable tower 200. The plurality of connecting bolts 42 pass through the connecting plate 44 and are threadedly connected to corresponding threaded sleeves 43. The connecting plate 44 can enhance the integrity between the plurality of anchors 41, thereby improving the strength of the connection between the adaptive tower crane foundation 100 and the cable tower 200.

[0086] Optionally, see Figure 1 、 Figure 4 and Figure 12 The adaptive tower crane foundation 100 also includes an axle pin and a first connecting ear plate 51 that can be anchored to the cable tower 200. A second connecting ear plate 52 is provided at one end of the elastic diagonal member 22 away from the upper load-bearing beam 211. The first connecting ear plate 51 and the second connecting ear plate 52 are rotatably connected by the axle pin, so that the first connecting ear plate 51 and the second connecting ear plate 52 can rotate relative to each other, that is, the angle between the elastic diagonal member 22 and the cable tower 200 can be changed to match the inclination of the upper load-bearing beam 211.

[0087] Specifically, see Figure 4 and Figure 12 A box-type connecting pipe 53 is provided at one end of the elastic inclined member 22 away from the upper load-bearing beam 211, and an anchor plate 54 is provided in the box-type connecting pipe 53. The steel cable is fixed to the box-type connecting pipe 53 through the anchor plate 54, and the second connecting ear plate 52 is fixed to the end of the box-type connecting pipe 53 away from the steel cable.

[0088] In this embodiment, refer to Figure 12 The first connecting lug 51 has a corbel-shaped cross-section. The elastic diagonal brace 22 is connected to the corbel portion of the first connecting lug 51. The corbel portion and the elastic diagonal brace 22 are aligned, thereby increasing the load-bearing capacity of the first connecting lug 51. The method for anchoring the first connecting lug 51 to the cable tower 200 is similar to that for the upper load-bearing beam 211 and will not be further described here. In other embodiments, the cross-section of the first connecting lug 51 may be rectangular, parallelogram, or the like.

[0089] Example 2

[0090] like Figure 13 As shown, this embodiment provides a method for using an adaptive tower crane foundation 100, which uses the adaptive tower crane foundation 100 of the first embodiment to support a tower crane 300, specifically comprising the following steps:

[0091] S1. Install the supporting mechanism 1 on the cable tower 200 , and install the tower crane 300 on the supporting mechanism 1 .

[0092] Specifically, determine the installation position of the support mechanism 1 on the cable tower 200, and bury the anchor 41 at the installation position; then, connect the support beam 111 of the support bracket 11 and the first oblique support 112 to the anchor 41; finally, move the tower crane 300 to the top of the support mechanism 1, and connect the support leg 301 of the tower crane 300 to the support leg mounting assembly 3 on the support beam 111.

[0093] S2. Install the anchoring mechanism 2 on the cable tower 200 and connect the anchoring bracket 21 and the connecting beam assembly 12.

[0094] Specifically, the first connecting ear plate 51, the upper load-bearing beam 211 and the second oblique support member 214 are connected to the cable tower 200 by using the anchor 41, and the anchor bracket 21 is connected to the first connecting beam 121 and the second connecting beam 122; then, the anchor plate 54 and the jacking drive member 23 are installed on the lower load-bearing beam 212, the second connecting ear plate 52 at one end of the elastic oblique member 22 is connected to the first connecting ear plate 51, and the other end of the elastic oblique member 22 is passed through the steering member 26, the upper mounting plate 27, the support tube 2111, the annular plate 25 and the jacking drive member 23 in sequence, and fastened to the anchor plate 54 on the lower load-bearing beam 212; finally, the connection nodes of the adaptive tower crane foundation 100 and the connection between the adaptive tower crane foundation 100 and the cable tower 200 are inspected to ensure the firmness of the connection of each connection node.

[0095] S3, see Figure 3 and Figure 4 The jacking drive member 23 is controlled to drive the second end of the upper load-bearing beam 211 to move upward by a preset distance, and pull the elastic inclined member 22.

[0096] Specifically, see Figure 4 In the middle position, after the second end of the upper load-bearing beam 211 moves upward by a preset distance, the right side of the upper load-bearing beam 211 is higher than the left side. The upper load-bearing beam 211 drives the support mechanism 1 to move upward as a whole, causing the tower crane 300 located on the support mechanism 1 to tilt. At the same time, the elastic diagonal brace 22 is pulled to change its length. This operation can, on the one hand, pre-tension the elastic diagonal brace 22 before the lifting operation begins, so that the elastic diagonal brace 22 can apply an upward pulling force to the anchor bracket 21 during the construction of the cable tower 200; on the other hand, it can also cause the tower crane 300 to tilt before the lifting operation begins, providing a certain margin for the tilt of the tower crane 300 during the construction of the cable tower 200.

[0097] The preset distance is determined according to the structure of the tower crane 300 and the structure of the adaptive tower crane foundation 100 . As long as the inclination of the tower body of the tower crane 300 is less than 4 / 1000 after the upper load-bearing beam 211 moves the preset distance, it is sufficient.

[0098] S4. Control the tower crane 300 to perform the hoisting operation, and monitor the vertical movement distance of the second end of the upper load-bearing beam 211 to determine whether the inclination degree of the tower body of the tower crane 300 exceeds the limit.

[0099] Specifically, during the operation of the tower crane 300, part of the force of the tower crane 300 is transmitted to the cable tower 200 through the support mechanism 1, and the other part of the force is transmitted to the cable tower 200 through the anchor bracket 21, thereby reducing the material consumption while still improving the bearing capacity of the adaptive tower crane foundation 100.

[0100] S5. Determine whether the second end of the upper load-bearing beam 211 moves downward by a preset distance relative to the horizontal plane. If so, control the tower crane 300 to stop the lifting operation and repeat steps S3 and S4 until the construction of the cable tower 200 is completed; if not, repeat step S4 until the construction of the cable tower 200 is completed.

[0101] When the second end of the upper load-bearing beam 211 moves downward a preset distance relative to the horizontal plane, the inclination of the tower body of the tower crane 300 is too large. If the tower crane 300 continues to be used, it is easy to overturn. Therefore, at this time, by executing step S3 to lift the upper load-bearing beam 211 again, the upper load-bearing beam 211 can drive the supporting mechanism 1 to return to a horizontal state, thereby making the tower body of the tower crane 300 return to the right position. By pulling the elastic inclined member 22, the anchor bracket 21 can still be subjected to an upward pulling force to ensure the safety of subsequent construction.

[0102] S6. Remove the tower crane 300 and the adaptive tower crane foundation 100 from the cable tower 200.

[0103] Obviously, the above embodiments of the present invention are merely examples for the purpose of clearly illustrating the present invention and are not intended to limit the embodiments of the present invention. A person skilled in the art would be able to make various obvious changes, readjustments, and substitutions without departing from the scope of protection of the present invention. It is not necessary and impossible to enumerate all embodiments here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present invention shall be included within the scope of protection of the claims of the present invention.

Claims

1. An adaptive tower crane foundation for supporting a tower crane (300) during the construction of a cable tower (200), characterized in that: The adaptive tower crane foundation (100) is installed above the steel box girder (400), and the adaptive tower crane foundation (100) comprises: A support mechanism (1) comprises a plurality of support brackets (11) and a connecting beam assembly (12), wherein the plurality of support brackets (11) are arranged at intervals along a first direction, and the plurality of support brackets (11) are connected via the connecting beam assembly (12), the support brackets (11) are a planar truss structure and can be anchored to the cable tower (200), and the legs (301) of the tower crane (300) are detachably mounted on the support brackets (11); An anchoring mechanism (2) comprises two anchoring brackets (21), an elastic inclined member (22) and a jacking drive member (23), wherein the two anchoring brackets (21) are respectively arranged on both sides of the support mechanism (1) along the first direction and are fixedly connected to the connecting beam assembly (12), wherein the anchoring brackets (21) are a planar truss structure and can be anchored to the cable tower (200), wherein the anchoring brackets (21) comprise an upper load-bearing beam (211) and a lower load-bearing beam (212) both extending along the second direction, wherein the upper load-bearing beam (211) and the lower load-bearing beam (212) are arranged at intervals in the vertical direction; wherein the jacking drive member (23) is arranged on the lower load-bearing beam (212), wherein the output end of the jacking drive member (23) is connected to the upper load-bearing beam (211), and the first end of the upper load-bearing beam (211) is fixed. At the cable tower (200), the second end of the upper load-bearing beam (211) can move upward under the drive of the jacking drive member (23) and move downward under the gravity of the tower crane (300); one end of the elastic inclined brace member (22) can be anchored to the cable tower (200) and rotate relative to the cable tower (200), and the other end passes through the second end of the upper load-bearing beam (211) and is anchored to one end of the lower load-bearing beam (212) away from the cable tower (200). When the elastic inclined brace member (22) is pulled or the second end of the upper load-bearing beam (211) is driven to move vertically, the length of the elastic inclined brace member (22) changes, and the elastic inclined brace member (22) applies an upward pulling force to the anchor bracket (21). The first direction, the second direction and the vertical direction are perpendicular to each other.

2. The adaptive tower crane foundation according to claim 1, characterized in that: The support bracket (11) comprises a support beam (111), a first oblique support member (112) and a plurality of first inner support members (113); the support beam (111) extends along the second direction and can be anchored to the cable tower (200); one end of the first oblique support member (112) is fixedly connected to the support beam (111), and the other end is located below the support beam (111) and anchored to the cable tower (200); the support beam (111), the first oblique support member (112) and the cable tower (200) enclose a first support space in the shape of a triangle; and the plurality of first inner support members (113) are all arranged in the first support space to separate the first support space into a plurality of triangular units; The connecting beam assembly (12) includes a plurality of first connecting beams (121) and a plurality of second connecting beams (122), wherein the first connecting beams (121) and the second connecting beams (122) both extend along the first direction, the plurality of first connecting beams (121) are arranged at intervals along the second direction, and the plurality of second connecting beams (122) are arranged at intervals along the extension direction of the first oblique support member (112), the support beams (111) of the plurality of support brackets (11) are connected through the first connecting beams (121), and the first oblique support members (112) of the plurality of support brackets (11) are connected through the second connecting beams (122), and the support legs (301) of the tower crane (300) are detachably mounted at the connection between the support beams (111) and the first connecting beams (121).

3. The adaptive tower crane foundation according to claim 2, characterized in that: The support beam (111) is a hollow structure. A reinforcing plate (1111) is provided at the connection between the support beam (111) and the support leg (301) of the tower crane (300). The reinforcing plate (1111) is located in the inner cavity of the support beam (111) and is fixedly connected to the inner wall of the support beam (111).

4. The adaptive tower crane foundation according to claim 1, characterized in that: The anchor support (21) further includes a connecting column (213), a second oblique support member (214) and a plurality of second inner support members (215); the second end of the upper load-bearing beam (211) is connected to the lower load-bearing beam (212) through the connecting column (213); one end of the second oblique support member (214) is connected to the upper load-bearing beam (211), and the other end is located below the lower load-bearing beam (212) and anchored to the cable tower (200); the lower load-bearing beam (212) is fixedly connected to the second oblique support member (214); the upper load-bearing beam (211), the second oblique support member (214) and the cable tower (200) enclose a triangular second support space; a plurality of second inner support members (215) are arranged in the second support space to separate the second support space into a plurality of triangular units.

5. The adaptive tower crane foundation according to claim 1, characterized in that: The upper load-bearing beam (211) is a hollow structure. The inner cavity of the upper load-bearing beam (211) is provided with a support tube (2111) extending in a vertical direction. The support tube (2111) is clamped between the top surface and the bottom surface of the upper load-bearing beam (211), and the elastic inclined member (22) is passed through the support tube (2111).

6. The adaptive tower crane foundation according to any one of claims 1 to 5, characterized in that: A steering member (26) is provided on the upper load-bearing beam (211), and an arc-shaped through-hole is provided on the steering member (26). The elastic inclined member (22) is passed through the through-hole to change the extension direction of the elastic inclined member (22).

7. The adaptive tower crane foundation according to any one of claims 1 to 5, characterized in that: The adaptive tower crane foundation (100) further comprises an anchor (41) and a connecting bolt (42), wherein the anchor (41) is embedded in the cable tower (200), and the supporting bracket (11) or the anchor bracket (21) is connected to the anchor (41) via the connecting bolt (42).

8. The adaptive tower crane foundation according to claim 7, characterized in that: The anchor (41) includes a threaded portion, and a threaded sleeve (43) is provided at the end of the anchor (41). The threaded portion and the connecting bolt (42) are both threadedly matched with the threaded sleeve (43), and the thread of the threaded portion and the thread of the connecting bolt (42) are in opposite directions.

9. The adaptive tower crane foundation according to any one of claims 1 to 5, characterized in that: The adaptive tower crane foundation (100) further comprises an axle pin and a first connecting ear plate (51) capable of being anchored to the cable tower (200); a second connecting ear plate (52) is provided at one end of the elastic inclined member (22) away from the upper load-bearing beam (211); and the first connecting ear plate (51) and the second connecting ear plate (52) are rotatably connected via the axle pin.

10. A method for using an adaptive tower crane foundation, characterized in that: Using the adaptive tower crane foundation (100) according to any one of claims 1 to 9 to support the tower crane (300) specifically comprises the following steps: S1. Installing the support mechanism (1) on the cable tower (200), and installing the tower crane (300) on the support mechanism (1); S2, installing the anchoring mechanism (2) on the cable tower (200), and connecting the anchoring bracket (21) and the connecting beam assembly (12); S3, controlling the lifting drive member (23) to drive the second end of the upper load-bearing beam (211) to move upward by a preset distance, and to pull the elastic inclined member (22); S4, controlling the tower crane (300) to perform a hoisting operation, while monitoring the vertical movement distance of the second end of the upper load-bearing beam (211); S5. Determine whether the second end of the upper load-bearing beam (211) moves downward by the preset distance relative to the horizontal plane; if so, control the tower crane (300) to stop the hoisting operation, and repeat steps S3 and S4 until the construction of the cable tower (200) is completed; if not, repeat step S4 until the construction of the cable tower (200) is completed.

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