Fabricated tower crown structure and mounting method

Through the prefabricated tower crown structure with submodule prefabricated and on-site assembly, the problems of existing tower crown construction safety risks and landscape effect limitations are solved, and efficient and safe construction and excellent landscape effects are achieved.

CN119736846AActive Publication Date: 2025-04-01GUANGDONG HIGHWAY CONSTR CO LTD +1
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Patent Information

Application Number
CN202510029865.9
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-01-08
Publication Date
2025-04-01
Estimated Expiration
2045-01-08

AI Technical Summary

Technical Problem

The construction of existing reinforced concrete tower crowns has safety risks and landscape effect limitations, especially under high altitude and strong wind load conditions.

Method used

The core cylinder module and the facade module are designed by using module prefabrication and on-site assembly. The core cylinder adopts a steel shell-concrete core combination structure, and the exterior surface can be made of light-transmitting materials to enhance the landscape effect.

Benefits of technology

It greatly reduces the safety risks of high-altitude tower crown construction, improves the structure's wind load resistance, and realizes the self-luminous effect of the tower crown through landscape lighting, enhancing the landscape value.

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Patent Text Reader

Abstract

The fabricated tower crown structure comprises a core tube module, the core tube module comprises a steel top cover arranged at the top of a cable bent tower, a core tube inner shell and a core tube outer shell are arranged between the steel top cover and the cable bent tower, and a concrete core is arranged between the core tube inner shell and the core tube outer shell; a plurality of transverse partition plates are arranged on the outer side of the core tube shell; the outer vertical face supporting module comprises a steel stand column, and a plurality of standard outer vertical face connecting pieces are arranged on the outer side of the steel stand column. The outer facade module comprises a first standard outer facade, a second standard outer facade, a third standard outer facade, a special-shaped outer facade and a light-transmitting outer facade arranged between the first standard outer facade and the second standard outer facade. According to the tower crown structure, the procedures of traditional reinforced concrete tower crown support erecting, formwork fixing and steel bar binding are avoided, the requirements of various landscape designs can be met by selecting the outer vertical face, the landscape lighting device is arranged in the tower crown, and the landscape effect of the tower crown is further improved.
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Description

Technical Field

[0001] The present invention belongs to the technical field of bridge construction, and more specifically, relates to an assembled tower crown structure and an installation method. Background Art

[0002] Cable-stayed bridges and suspension bridges have excellent spanning capabilities and are built all over the world. Cable-stayed bridges are built by anchoring cables to carriers such as main beams and cable towers, while suspension bridges are built by anchoring cables to carriers such as cable towers and the ground to form a system that shares common loads. Cable towers are important load-bearing components that mainly bear axial pressure, bending moment and other loads. Therefore, reinforced concrete is often more economical when used as the main material. At the same time, due to the stress characteristics of flexible components such as cables and cables, the height of the cable tower as the anchor end is generally proportional to the span of the bridge. This feature makes the cable tower usually the tallest structure on a bridge or a road. The tower crown refers to the highest part of the cable tower, which usually has a landscape, shape or material that is different from other parts of the cable tower, so it is naturally easy to become the visual focus.

[0003] With the rapid development of my country's bridge industry in recent decades, the quality standards of bridge construction have gradually improved, and the requirements for bridge landscape effects have become increasingly higher. The tower crown, as the finishing touch of cable-stayed bridges, suspension bridges and other bridge types, requires special design in terms of shape and lighting effects. Depending on the span of the bridge, the height of the cable tower can reach hundreds of meters. Therefore, in addition to considering the landscape effect of the cable tower crown, the tower crown structure must also consider the convenience of construction and the structural safety under high-altitude strong wind loads.

[0004] For reinforced concrete cable towers, the existing tower crown structure is generally also a reinforced concrete structure. When carrying out reinforced concrete construction of the tower crown shape at high altitude, processes such as scaffolding erection, formwork fixing, steel bar binding, and concrete pouring all face potential safety risks, which also limits the design of the tower crown landscape effect to a certain extent. Summary of the invention

[0005] In view of the above defects or improvement needs of the prior art, the present invention provides an assembled tower crown structure and an installation method. By adopting the method of modular prefabrication and on-site assembly, the traditional reinforced concrete tower crown bracket erection, formwork fixing, steel bar binding and other processes are avoided. At the same time, the core tube only occupies a small amount of internal space at the top of the tower, and the rest can be used as a construction platform, which greatly reduces the potential safety risks of high-altitude tower crown construction. The core tube adopts a combined structure of steel shell and concrete core, which provides strong rigidity for the tower crown and ensures the structural safety of the tower crown under high-altitude strong wind loads. The tower crown facade adopts different types of facades to meet the needs of various landscape designs. Through the selection of translucent facades, landscape lighting devices can be arranged inside the tower crown to achieve self-luminescence on the side of the tower crown, further enhancing the landscape effect of the tower crown.

[0006] In order to achieve the above-mentioned object, according to one aspect of the present invention, there is provided an assembled tower crown structure, comprising a core tube module arranged in the middle of the top of the cable tower, an exterior facade support module arranged outside the core tube module, and an exterior facade module arranged outside the exterior facade support module;

[0007] The core tube module comprises a steel top cover arranged on the top of the cable tower, a core tube inner shell is fixedly installed between the steel top cover and the cable tower, a core tube outer shell is arranged outside the core tube inner shell and is fixedly connected to the steel top cover and the cable tower, a concrete core is arranged between the core tube inner shell and the core tube outer shell, and a plurality of diaphragms are fixedly installed outside the core tube outer shell;

[0008] The facade support module includes a plurality of steel columns disposed between the cable tower and the steel roof, and a plurality of standard facade connectors are fixedly installed on the outer sides of the steel columns;

[0009] The facade module includes a first standard facade arranged at the top of the cable tower, a light-transmitting facade is provided on the top of the first standard facade, a second standard facade is provided on the top of the light-transmitting facade, a third standard facade is provided on the top of the second standard facade, a special-shaped facade is provided between the third standard facade and the steel roof, and light-transmitting facade connectors are provided between the first standard facade and the light-transmitting facade, and between the light-transmitting facade and the second standard facade.

[0010] Furthermore, a plurality of transverse and vertical stiffening plates are provided on the inner sides of the first standard facade, the second standard facade and the third standard facade, and the stiffening plates are fixedly connected to steel plates, and the steel plates are provided with a plurality of bolt holes.

[0011] Furthermore, the special-shaped facade is L-shaped, with a plurality of transverse and vertical stiffening plates provided on the inner side and bolt holes for fixed installation provided on the bottom.

[0012] Furthermore, a hole is provided in the middle of the steel top cover to facilitate construction and later maintenance by workers, and annular and radial stiffening plates are provided at the bottom to increase the bearing capacity.

[0013] Furthermore, the core tube inner shell and the core tube outer shell are provided with holes in the same direction to facilitate construction and later maintenance by workers.

[0014] Furthermore, the light-transmitting facade connecting piece is provided with a groove along its length direction on the outside for fixing the light-transmitting facade, and is provided with a plurality of bolt holes on the inside, which are fixedly connected to the top of the first standard facade and the bottom of the second standard facade by bolts.

[0015] Furthermore, the light-transmitting facade is made of materials including but not limited to transparent polycarbonate, PMMA board, and glass.

[0016] Furthermore, the first standard facade, the second standard facade, and the third standard facade are all fixedly connected to standard facade connecting parts by bolts.

[0017] Furthermore, the top cover, core tube inner shell, core tube outer shell and diaphragm are prefabricated and welded into a whole in the factory, and hoisted as a whole to the top of the cable tower during construction. The steel columns and standard facade connectors are prefabricated and welded into a whole in the factory to form a facade support module.

[0018] According to a second aspect of the present invention, there is provided a method for installing a prefabricated tower crown structure, comprising the following steps:

[0019] S100: prefabricate all steel components in the factory, weld the steel top cover, the inner shell of the core tube, the outer shell of the core tube, and the diaphragm to form an integral core tube module, weld the steel columns and the standard facade connectors as a whole to form a facade support module, make the first standard facade, the second standard facade, the third standard facade, and the special-shaped facade module, reserve bolt holes on the inside, and make the light-transmitting facade and its light-transmitting facade connectors;

[0020] S200: transport the prefabricated core tube module, facade support module and facade module to the cable tower construction site;

[0021] S300: Use lifting equipment to hoist the core tube module skeleton as a whole to the top of the cable tower, and ensure that its position is accurate and stable. Pour the concrete core in the core tube module skeleton. After the concrete solidifies, the skeleton of the tower crown is formed, which becomes a platform for subsequent construction.

[0022] S400: Lift the steel columns one by one, and use bolts to fix the top of the columns to the steel top cover, and use anchor bolts to fix the bottom to the top of the cable tower. After the installation is completed, check whether the connection is firm;

[0023] S500: hoist the first standard facade, the second standard facade, and the third standard facade piece by piece, and use bolts to fix them with the standard facade connectors, hoist the special-shaped facade, and use bolts to fix it with the third standard facade, and use the light-transmitting facade connector to fix the light-transmitting facade between the first standard facade and the second standard facade, ensuring that the light-transmitting module is accurately positioned and firmly fixed;

[0024] S600: Carry out a comprehensive inspection of all components of the assembled tower crown structure to ensure that all components are firmly connected, accurately positioned, and free of damage, and to ensure that they meet the design requirements and usage functions.

[0025] In general, the above technical solutions conceived by the present invention can achieve the following beneficial effects compared with the prior art:

[0026] 1. The assembled tower crown structure of the present invention adopts the method of modular prefabrication and on-site assembly, avoiding the processes of traditional reinforced concrete tower crown bracket erection, formwork fixing, steel bar binding, etc., which not only greatly shortens the construction period, but also significantly improves the construction efficiency. Its core tube is exquisitely designed, occupying only the extremely limited internal space at the top of the tower, and the remaining spacious area can be flexibly used as a construction platform, providing a safer and more convenient working environment for construction personnel, thereby greatly reducing the potential safety risks in the construction process of high-altitude tower crowns and ensuring construction quality and personnel safety.

[0027] 2. The assembled tower crown structure of the present invention adopts a combined structure of a steel shell and a concrete core composed of an inner shell of a core tube, an outer shell of a core tube and a concrete core. The synergistic effect of the steel shell and the concrete core provides the tower crown with strong rigidity. Moreover, through the combination of the high strength of steel and the good compressive resistance of concrete, the structural safety and stability of the tower crown under high-altitude strong wind loads are improved, thereby ensuring the structural safety of the tower crown under high-altitude strong wind loads.

[0028] 3. The assembled tower crown structure of the present invention adopts different facade structure designs, so that it can easily adapt to and integrate into various landscape design needs, and integrate with the urban environment and architectural style. By selecting facade materials with excellent light transmittance, it not only creates good natural lighting conditions for the interior of the tower crown, but also enables various landscape lighting devices to be cleverly arranged inside the tower crown. When night falls, these carefully arranged lighting devices will light up the side of the tower crown to achieve a self-luminous effect, adding a touch of dazzling brilliance to the city's night view, further sublimating the landscape value of the tower crown, and making it a beautiful landscape on the city skyline. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] Figure 1 This is a schematic diagram of the outer surface of an assembled tower crown structure according to an embodiment of the present invention;

[0030] Figure 2 This is a schematic diagram of an exploded view of an assembled tower crown structure according to an embodiment of the present invention;

[0031] Figure 3 The present invention is a flowchart of a method for installing a prefabricated tower crown structure according to an embodiment of the present invention.

[0032] In all the drawings, the same figure marks represent the same technical features, specifically: 1-steel top cover, 2-core tube inner shell, 3-core tube outer shell, 4-concrete core, 5-cross partition, 6-steel column, 7-standard facade connector, 8-first standard facade, 9-second standard facade, 10-third standard facade, 11-special-shaped facade, 12-translucent facade, 13-translucent facade connector. DETAILED DESCRIPTION

[0033] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention. In addition, the technical features involved in the various embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other.

[0034] It should be noted that if the embodiments of the present invention involve directional indications (such as up, down, left, right, front, back, etc.), the directional indications are only used to explain the relative position relationship, movement status, etc. between the components under a certain specific posture (as shown in the accompanying drawings). If the specific posture changes, the directional indication will also change accordingly.

[0035] In addition, if there are descriptions involving "first", "second", etc. in the embodiments of the present invention, the descriptions of "first", "second", etc. are only used for descriptive purposes and cannot be understood as indicating or suggesting their relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. In addition, the technical solutions between the various embodiments can be combined with each other, but they must be based on the ability of ordinary technicians in the field to implement them. When the combination of technical solutions is contradictory or cannot be implemented, it should be deemed that such a combination of technical solutions does not exist and is not within the scope of protection required by the present invention.

[0036] In this patent, the terms "include", "comprises" or any other variations thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also includes other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of more restrictions, the elements defined by the sentence "includes..." do not exclude the presence of other identical elements in the process, method, article or device including the elements.

[0037] like Figure 1-2As shown, an embodiment of the present invention provides an assembled tower crown structure, including a core tube module, a facade support module, and a facade module. The core tube module is arranged in the middle of the top of the cable tower, and includes a steel top cover 1 arranged at the top of the cable tower, a core tube inner shell 2 is fixedly installed between the steel top cover 1 and the cable tower, a core tube outer shell 3 fixedly connected to the steel top cover 1 and the cable tower is arranged outside the core tube inner shell 2, a concrete core 4 is arranged between the core tube inner shell 2 and the core tube outer shell 3, and the three together constitute a steel shell-concrete core combined structure, which provides strong rigidity for the tower crown; the facade support module is arranged on the outside of the core tube module, and includes a plurality of steel columns 6 arranged between the cable tower and the steel top cover 1, and a plurality of standard facade connectors 7 for fixedly connecting the facade module are fixedly installed on the outside of the steel columns 6; the facade module is arranged on the outside of the facade support module, and includes a first standard facade 8, a second standard facade 9, a third standard facade 10, a special-shaped facade 11 and a light-transmitting facade 12. As the central support part of the assembled tower crown structure, the core tube module plays a key role in bearing and stabilizing. Its interior includes steel top cover, core tube inner shell, core tube outer shell, concrete core and diaphragm. These components work together to ensure that the tower crown structure can remain stable when subjected to various loads. The various components of the core tube module are prefabricated and welded into a whole in the factory, and then hoisted as a whole at the construction site. This factory prefabrication and on-site assembly construction method greatly improves construction efficiency and shortens construction period. After pouring the concrete core, the core tube module becomes a platform for subsequent construction. This facilitates the installation of the subsequent facade support module and facade module; the facade support module is mainly composed of steel columns and module connectors, which together provide solid support for the facade module. As the main load-bearing component, the steel column is connected to the core tube module and the facade module through the module connector to ensure the stability of the entire structure. The steel columns and module connectors of the facade support module are prefabricated and welded into a whole in the factory, and then hoisted to the construction site one by one. This design makes the facade support module highly flexible and can be adjusted and optimized according to actual needs. The facade support module improves the wind and earthquake resistance of the assembled tower crown structure through reasonable structural design and material selection. Under extreme weather conditions such as strong winds or earthquakes, the facade support module can effectively absorb and disperse the load and protect the safety of the entire structure; the facade module is an important part of the assembled tower crown structure, and its design and installation directly affect the appearance of the entire structure. By selecting appropriate materials, colors, and textures, a unique and beautiful architectural appearance can be created. The facade module is not only aesthetically pleasing, but also functional. For example, the light-transmitting module can be made of materials such as transparent polycarbonate, which can not only keep the room bright and ventilated, but also resist the erosion of natural factors such as wind and rain. The facade module is prefabricated in the factory and assembled on site, making subsequent maintenance and replacement more convenient.When a module needs to be repaired or replaced, it can be removed and replaced individually without making large-scale changes to the entire structure.

[0038] like Figure 1-2 As shown, the core tube module includes a steel top cover 1 arranged on the top of the cable tower, with holes in the middle for facilitating workers' construction and later maintenance, and circumferential and radial stiffening plates at the bottom for increasing the bearing capacity of the steel top cover 1, a core tube inner shell 2 is fixedly installed between the steel top cover 1 and the cable tower, a core tube outer shell 3 fixedly connected to the steel top cover 1 and the cable tower is arranged on the outside of the core tube inner shell 2, the core tube inner shell 2 and the core tube outer shell 3 are provided with holes in the same direction for facilitating workers' construction and later maintenance, a concrete core 4 is arranged between the core tube inner shell 2 and the core tube outer shell 3, and the three together constitute a combined structure of a steel shell-concrete core, a plurality of diaphragms 5 are fixedly installed on the outside of the core tube outer shell 3, the top cover 1, the core tube inner shell 2, the core tube outer shell 3 and the diaphragm 5 are prefabricated and welded into a whole in the factory, and are hoisted as a whole to the top of the cable tower during construction, and then the concrete core 4 is poured to form the skeleton of the tower crown and a platform for subsequent construction, providing a safe working surface for subsequent construction. The core tube module is mainly composed of steel. The high strength and rigidity of the steel enable the entire module to withstand large loads and deformations, ensuring the stability of the tower crown structure. The core tube module, as the skeleton of the tower crown, provides structural stability at the top of the cable tower and enhances the wind and earthquake resistance of the entire cable tower. The concrete core 4 is arranged between the core tube inner shell 2 and the core tube outer shell 3. As a filling material, it not only increases the weight of the module, but also improves its compressive strength and overall stability. Multiple diaphragms 5 are fixedly installed on the outside of the core tube outer shell 3, playing the role of horizontal support, further enhancing the lateral force resistance and overall stability of the core tube module. After the concrete core is poured, the core tube module forms a stable platform, providing a safe working surface for subsequent construction.

[0039] like Figure 1-2As shown, the facade support module includes a plurality of steel columns 6 arranged between the cable tower and the steel top cover 1. The top of the steel column 6 is connected to the steel top cover 1 by bolts, and the bottom is connected by anchor bolts, which ensures a stable connection with the tower crown structure, not only improving the overall stability of the structure, but also effectively dispersing the load and enhancing the wind resistance. A plurality of standard facade connectors 7 are fixedly installed on the outside of the steel column 6, and the standard facade connector 7 is used to fix the facade module; the top of the steel column 6 is connected to the steel top cover 1 by bolts, and the bottom is connected by anchor bolts. This connection method It is both strong and easy to disassemble, which improves the safety and flexibility of construction. Since the module connectors and steel columns are welded as a whole in the factory, they can be quickly hoisted, which improves construction efficiency and reduces on-site operation time, reducing construction difficulty and cost. The prefabricated facade support modules reduce on-site welding work, reduce construction risks, and improve construction quality. In addition to providing support, the facade support modules can also serve as fixing points for installing facade modules, as well as channels or platforms for subsequent maintenance and inspection. This versatility makes the tower crown structure more flexible and practical.

[0040] like Figure 1-2As shown, the facade module includes a first standard facade 8 arranged at the top of the cable tower, a light-transmitting facade 12 is arranged on the top of the first standard facade 8, a second standard facade 9 is arranged on the top of the light-transmitting facade 12, a third standard facade 10 is arranged on the top of the second standard facade 9, a special-shaped facade 11 is arranged between the third standard facade 10 and the steel roof 1, a plurality of horizontal and vertical stiffening plates are arranged on the inner sides of the first standard facade 8, the second standard facade 9 and the third standard facade 10, the stiffening plates are fixedly connected with steel plates, the steel plates are provided with a plurality of bolt holes, the first standard facade 8, the second standard facade 9, the third standard facade 10 are provided with a plurality of horizontal and vertical stiffening plates, the first standard facade 8, the second standard facade 9, the third standard facade 10 are provided with a plurality of bolt holes, and the third standard facade 11 is provided with a plurality of horizontal and vertical stiffening plates. The three standard facades 10 are all fixedly connected to the standard facade connector 7 by bolts. A light-transmitting facade connector 13 is provided between the first standard facade 8 and the light-transmitting facade 12, and between the light-transmitting facade 12 and the second standard facade 9. The light-transmitting facade connector 13 is provided with a groove along its usual direction for fixing the light-transmitting facade on the outside, and a plurality of bolt holes are provided on the inside, which are fixedly connected to the top of the first standard facade 8 and the bottom of the second standard facade 9 by bolts. The light-transmitting facade 12 is fixed by clamping the groove on the light-transmitting facade connector 13 to ensure the stability and firmness of the light-transmitting facade 12. The light-transmitting facade 12 adopts a light-transmitting The special-shaped facade 11 is L-shaped, with multiple horizontal and vertical stiffening plates on the inside and multiple bolt holes on the bottom, which are fixedly connected to the third standard facade 10 by bolts; a multi-level facade structure is formed by the combination of the first standard facade 8, the second standard facade 9, the third standard facade 10, the light-transmitting facade 12 and the special-shaped facade 11, which enhances the overall stability and wind pressure resistance. The first standard facade 8, the second standard facade 9, the third standard facade 10 and the special-shaped facade 11 are all fixedly connected by bolts. The bolts are fixedly connected to the corresponding connecting parts. This connection method is not only convenient for installation and disassembly, but also ensures the tight connection and stability between the various components. The outer side of the translucent facade connecting part 13 is provided with a groove for fixing the translucent facade 12, and the inner side is provided with a plurality of bolt holes. It is fixedly connected to the first standard facade 8 and the second standard facade 9 by bolts, ensuring the stability and firmness of the translucent facade 12. The translucent facade 10 is made of materials including but not limited to transparent polycarbonate, PMMA board, and glass. It has high light transmittance, can allow natural light to fully enter the interior of the tower crown, and also enables various landscape lighting devices to be cleverly arranged inside the tower crown.

[0041] Combination Figure 1-2 ,like Figure 3 As shown, the present invention provides a method for installing a prefabricated tower crown structure, comprising the following steps:

[0042] S100: prefabricate all steel components in the factory, weld the steel top cover 1, the core tube inner shell 2, the core tube outer shell 3, and the diaphragm 5 to form an integral core tube module, weld the steel column 6 and the standard facade connector 7 as a whole to form a facade support module, make the first standard facade 8, the second standard facade 9, the third standard facade 10, and the special-shaped facade module 11, reserve bolt holes on the inside, and make the light-transmitting facade 12 and its light-transmitting facade connector 13;

[0043] S200: transport the prefabricated core tube module, facade support module and facade module to the cable tower construction site;

[0044] S300: Use lifting equipment to hoist the core tube module skeleton as a whole to the top of the cable tower, and ensure that its position is accurate and stable, and pour concrete core 4 in the core tube module skeleton. After the concrete solidifies, the skeleton of the tower crown is formed, and it becomes a platform for subsequent construction;

[0045] S400: hoist the steel columns 6 one by one, and use bolts to fix the top of the steel column 6 to the steel top cover 1, and use anchor bolts to fix the bottom of the steel column 6 to the top of the cable tower. After the installation is completed, check whether the connection is firm;

[0046] S500: hoist the first standard facade 8, the second standard facade 9, and the third standard facade 10 piece by piece, and use bolts to fix them with the standard facade connector 7, hoist the special-shaped facade 11, and use bolts to fix it with the third standard facade 10, and use the light-transmitting facade connector 13 to fix the light-transmitting facade 12 between the first standard facade 8 and the second standard facade 9, to ensure that the light-transmitting module is accurately positioned and firmly fixed;

[0047] S600: Carry out a comprehensive inspection of all components of the assembled tower crown structure to ensure that all components are firmly connected, accurately positioned, and free of damage, and to ensure that they meet the design requirements and usage functions.

[0048] It will be easily understood by those skilled in the art that the above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. An assembled tower crown structure, characterized in that: It includes a core tube module arranged in the middle of the top of the cable tower, a facade support module arranged outside the core tube module, and a facade module arranged outside the facade support module; The core tube module comprises a steel top cover (1) arranged on the top of the cable tower, a core tube inner shell (2) is fixedly installed between the steel top cover (1) and the cable tower, a core tube outer shell (3) is arranged outside the core tube inner shell (2) and is fixedly connected to the steel top cover (1) and the cable tower, a concrete core (4) is arranged between the core tube inner shell (2) and the core tube outer shell (3), and a plurality of transverse partitions (5) are fixedly installed outside the core tube outer shell (3); The facade support module comprises a plurality of steel columns (6) arranged between the cable tower and the steel roof (1), and a plurality of standard facade connectors (7) are fixedly mounted on the outer sides of the steel columns (6); The facade module comprises a first standard facade (8) arranged at the top of the cable tower, a light-transmitting facade (12) is arranged on the top of the first standard facade (8), a second standard facade (9) is arranged on the top of the light-transmitting facade (12), a third standard facade (10) is arranged on the top of the second standard facade (9), a special-shaped facade (11) is arranged between the third standard facade (10) and the steel roof (1), and light-transmitting facade connectors (13) are arranged between the first standard facade (8) and the light-transmitting facade (12), and between the light-transmitting facade (12) and the second standard facade (9).

2. The assembled tower crown structure according to claim 1, characterized in that: The first standard facade (8), the second standard facade (9), and the third standard facade (10) are each provided with a plurality of transverse and vertical stiffening plates on their inner sides, and the stiffening plates are fixedly connected to a steel plate, and the steel plate is provided with a plurality of bolt holes.

3. The assembled tower crown structure according to claim 1, characterized in that: The special-shaped facade (11) is L-shaped, with a plurality of transverse and vertical stiffening plates provided on the inner side and bolt holes for fixing and installing provided on the bottom.

4. The assembled tower crown structure according to claim 1, characterized in that: The steel top cover (1) is provided with a hole in the middle for facilitating construction and later maintenance by workers, and a circumferential and radial stiffening plate for increasing the bearing capacity is provided at the bottom.

5. The assembled tower crown structure according to claim 1, characterized in that: The core tube inner shell (2) and the core tube outer shell (3) are provided with holes in the same direction for the convenience of workers in construction and later maintenance.

6. An assembled tower crown structure according to any one of claims 1 to 5, characterized in that: The light-transmitting facade connecting piece (13) is provided with a groove along its entire length on the outside for fixing the light-transmitting facade (12), and is provided with a plurality of bolt holes on the inside for being fixedly connected to the top of the first standard facade (8) and the bottom of the second standard facade (9) by bolts.

7. The assembled tower crown structure according to claim 6, characterized in that: The light-transmitting facade (12) is made of, including but not limited to, transparent polycarbonate, PMMA board, and glass.

8. An assembled tower crown structure according to any one of claims 1 to 5, characterized in that: The first standard exterior facade (8), the second standard exterior facade (9), and the third standard exterior facade (10) are all fixedly connected to the standard exterior facade connecting member (7) via bolts.

9. An assembled tower crown structure according to any one of claims 1 to 5, characterized in that: The top cover (1), the core tube inner shell (2), the core tube outer shell (3) and the transverse partition (5) are prefabricated in the factory and welded into a whole. During construction, the whole is hoisted to the top of the cable tower. The steel columns (6) and the standard facade connecting parts (7) are prefabricated in the factory and welded into a whole to form a facade support module.

10. A method for installing an assembled tower crown structure according to any one of claims 1 to 9, characterized in that: The steps include: S100: prefabricate all steel components in the factory, weld the steel top cover (1), the core tube inner shell (2), the core tube outer shell (3), and the diaphragm (5) to form an integral core tube module, weld the steel columns (6) and the standard facade connectors (7) as a whole to form a facade support module, make the first standard facade (8), the second standard facade (9), the third standard facade (10), and the special-shaped facade module (11), and reserve bolt holes on the inner side to make the light-transmitting facade (12) and its light-transmitting facade connectors (13); S200: transporting the prefabricated core tube modules, facade support module components and facade modules to the cable tower construction site; S300: Use a lifting device to hoist the core tube module skeleton as a whole to the top of the cable tower, and ensure that its position is accurate and stable, and pour a concrete core (4) in the core tube module skeleton. After the concrete solidifies, the skeleton of the tower crown is formed, which becomes a platform for subsequent construction; S400: hoist the steel columns (6) one by one, and use bolts to fix the top of the steel column with the steel top cover (1), and use anchor bolts to fix the bottom with the top of the cable tower. After the installation is completed, check whether the connection is firm; S500: hoisting the first standard facade (8), the second standard facade (9), and the third standard facade (10) piece by piece, and fixing them to the standard facade connector (7) with bolts, hoisting the special-shaped facade (11), and fixing it to the third standard facade (10) with bolts, and fixing the light-transmitting facade (12) between the first standard facade (8) and the second standard facade (9) with the light-transmitting facade connector (13), ensuring that the light-transmitting module is accurately positioned and firmly fixed; S600: Carry out a comprehensive inspection of all components of the assembled tower crown structure to ensure that all components are firmly connected, accurately positioned, and free of damage, and to ensure that they meet the design requirements and usage functions.

Citation Information

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