Tower roof layer beam assembly with shock absorption function

Abstract

The application provides a tower roof layer beam body assembly with a damping function, which comprises the following: a first beam body with two opposite support ends; two support components connected to the first beam body and arranged at intervals between the two support ends; a second beam body arranged between the two support components to limit the movement of the second beam body towards the two support ends through the two support components; a first buffering mechanism connected between the first beam body and the second beam body, used for exerting a first damping force on the second beam body in a first direction; and a second buffering mechanism connected to the first beam body, located between the two support components and clamped on both sides of the second beam body in an elastic support mode, used for exerting a second damping force on the second beam body in a second direction perpendicular to the first direction; so as to solve the technical problem that the beam body connecting structure of the existing tower roof layer lacks a seismic mechanism, and significantly improve the seismic performance and structural stability of the roof layer under extreme working conditions such as earthquakes or strong winds.

Description

Technical Field

[0001] This application relates to the technical field of architectural design, and more particularly to a tower roof beam assembly with shock absorption function. Background Technology

[0002] As the uppermost structural layer of a high-rise building, the roof not only bears the basic functions of sheltering from wind and rain, waterproofing, and thermal insulation, but also needs to consider the overall aesthetics and space utilization efficiency of the building. Especially in tower structures, the roof layer must withstand significant wind loads, snow loads, and thermal stresses caused by temperature changes. Its structural safety and durability directly affect the stability and service life of the entire building. Since the tower roof layer is usually located at the top of the building, its beam-column joint connection structure must not only meet the load-bearing capacity requirements, but also possess good fatigue resistance and the ability to adapt to complex load changes. Furthermore, as high-rise buildings develop towards super high-rises, the roof layer must also cope with stronger wind vibration effects and potential seismic forces, which places higher technical demands on the design of beam-column joints.

[0003] Currently, rigid connections are predominantly used for beam-column joints in tower roofs, forming an integral structure through steel reinforcement welding, bolt fixing, or cast-in-place concrete. This type of connection effectively transfers bending moments and shear forces, ensuring the stability of the joints under conventional loads, while simultaneously limiting structural deformation through rigid constraints, thus improving overall stiffness. For example, common forms in prefabricated buildings, such as sleeve-grouted connections and ring beam connections, all rely on rigid joints to achieve load transfer and structural coordination. Furthermore, rigid connections are easy to standardize during construction and are well-suited to reinforced concrete frame-shear wall systems, thus they are widely used in the design of high-rise building roofs.

[0004] However, existing rigid connection methods have significant drawbacks under extreme conditions. When subjected to strong vibrations (such as earthquakes or strong winds), rigid connections are prone to stress concentration at the joints, leading to localized material fatigue or cracking, thus becoming the weakest point in the structure. Especially under seismic loads, rigid joints, lacking energy dissipation mechanisms, are often the first to fail, triggering a chain reaction and threatening the overall safety of the building. Furthermore, traditional reinforcement methods often rely on increasing the cross-sectional dimensions of components, improving concrete strength, or adding additional reinforcement. While these methods can improve load-bearing capacity in the short term, they significantly increase construction complexity and material costs, and fail to fundamentally improve the seismic performance of the joints. Therefore, there is an urgent need to develop a new beam-column joint connection structure with damping capabilities to overcome the limitations of existing technologies and improve the reliability and durability of high-rise building roofs under extreme loads. Utility Model Content

[0005] This application provides a tower roof beam assembly with shock absorption function to solve the technical problem that the existing tower roof beam connection structure lacks a seismic resistance mechanism. The technical solution is as follows:

[0006] This application provides a tower roof beam assembly with shock absorption function, comprising: a first beam having two opposing support ends; two support components connected to the first beam and spaced apart between the two support ends; a second beam disposed between the two support components to restrict movement of the second beam toward the two support ends; a first buffer mechanism connected between the first beam and the second beam for applying a first damping force on the second beam along a first direction, thereby offsetting part of the impact force when the second beam moves along the first direction; and a second buffer mechanism connected to the first beam, located between the two support components and elastically clamped to both sides of the second beam for applying a second damping force on the second beam along a second direction perpendicular to the first direction, thereby offsetting part of the impact force when the second beam moves along the second direction.

[0007] When the support direction of the two support ends is up and down, the first direction is the left and right direction of the first beam, while the second direction is the front and back direction of the first beam.

[0008] In one embodiment, the first buffer mechanism includes: a first elastic member having a first connecting portion, a second connecting portion, and an energy storage portion connected between the first connecting portion and the second connecting portion; the first connecting portion is connected to a first beam, the second connecting portion is connected to a second beam, and the energy storage portion is located on the side of the first connecting portion and the second connecting portion away from the first beam, so that the first elastic member is in a bent energy storage state, thereby forming a first damping force between the first beam and the second beam through the elastic force of the energy storage portion.

[0009] In one embodiment, the first buffer mechanism further includes: a connecting member fixed to the first beam, and the connecting member having a mounting portion for connecting the first elastic member; the first connecting portion is fixed in the mounting portion, and the second connecting portion is connected to the second beam by welding.

[0010] In one embodiment, the first elastic component is made of spring steel and has a curved plate-like structure.

[0011] In one embodiment, the second buffer mechanism includes: two adjusting components mounted on the first beam, the two adjusting components being spaced apart between two supporting members along a second direction; and two elastic components mounted on opposite sides of the two adjusting components, the two elastic components being able to elastically support both sides of the second beam, and when the second beam is displaced along the second direction, the elastic components are elastically compressed toward the corresponding adjusting components, so that the rebound force of the elastic components can serve as a second damping force.

[0012] In one embodiment, the elastic component includes: a pressing member for support on a second beam; a pressure shaft member connected to the side of the pressing member away from the second beam, the pressure shaft member being slidably mounted on an adjusting component so that the pressing member moves closer to or away from the adjusting component in a second direction via the pressure shaft member; and a second elastic member sleeved on the pressure shaft member, the second elastic member being elastically supported between the pressing member and the adjusting component so that the second elastic member can be compressed when the pressing member moves closer to the adjusting component.

[0013] In one embodiment, the adjusting component includes: a fixing component mounted on the first beam; and a supporting component connected to the side of the fixing component near the elastic component, wherein the supporting component has a connecting through hole for slidingly fitting onto the pressure shaft component in the elastic component.

[0014] In one embodiment, the adjusting assembly further includes: an adjusting bolt rotatably disposed on the fixing member; and a mounting base disposed on the side of the abutting member near the fixing member, wherein the mounting base has a mounting hole and the adjusting bolt is rotatably inserted into the mounting hole.

[0015] The distance between the abutting component and the fixed component can be adjusted by rotating the adjusting bolt in a threaded manner.

[0016] In one embodiment, the adjusting assembly further includes: a spring shaft kit disposed in the connecting through hole, so that the spring shaft kit is elastically clamped to the pressure shaft component in the elastic assembly, thereby increasing the frictional resistance between the connecting through hole and the pressure shaft component; and a second buffer pad disposed on the side surface of the abutment component facing the second beam, the second buffer pad having a flexible deformation function to absorb the force.

[0017] In one embodiment, it further includes: a first buffer pad disposed on the surface of the support member facing the second beam, the first buffer pad having a flexible deformation function to absorb the force.

[0018] Compared with existing technologies, the tower roof beam assembly with shock absorption function proposed in the above technical solution significantly improves the seismic performance and structural stability of the roof under extreme conditions such as earthquakes or strong winds through a bidirectional damping buffer design. This application achieves multidirectional dispersion and absorption of impact forces by setting up a first buffer mechanism and a second buffer mechanism, respectively applying damping forces to the second beam's displacement in the first and second directions. Specifically, the first buffer mechanism applies a reverse damping force along the first direction to offset the impact generated by the second beam's horizontal displacement (such as the horizontal component of seismic waves), preventing local stress concentration in the structure; while the second buffer mechanism applies a reverse damping force along the second direction to suppress the impact of the second beam's vertical displacement (such as the vertical component of seismic waves), avoiding the risk of resonance caused by vertical vibration. This multidirectional collaborative buffer design enables the roof beam system to adapt to complex vibration environments, significantly reducing the probability of overall structural failure. Both the first and second buffer mechanisms employ the principle of elastic deformation and rebound energy storage, rather than relying on traditional reinforcement methods such as rigid constraints or additional reinforcement. The design advantages are as follows: the buffer mechanism converts energy into recoverable potential energy, avoiding material fatigue or cracking caused by rigid clamping, and extending the service life of beams and connecting components; through the synergistic effect of the bidirectional buffer mechanism, this application can effectively cope with multiple external impacts such as earthquakes, strong winds, and temperature changes, and is particularly suitable for high-intensity earthquake zones or super high-rise building scenarios. Its technical advantages are as follows: in earthquake environments, the buffer mechanism significantly reduces stress concentration at beam joints by dispersing impact forces and extending the structure's natural vibration period, avoiding brittle failure of rigid connections; in strong wind environments, the buffer mechanism can absorb horizontal sway caused by wind loads, improving the overall stability of the roof layer; through elastic buffer design, the structure can maintain good performance after multiple vibration cycles, meeting the seismic safety requirements throughout the building's entire life cycle. Compared to traditional reinforcement methods that increase material usage or change material properties, this application does not require additional beam cross-sectional dimensions or high-strength steel reinforcement; seismic performance improvement can be achieved simply by optimizing the connection structure, significantly reducing material costs and construction difficulty. At the same time, it avoids local weak points caused by excessive rigidity, fundamentally solving the failure risk of existing rigid connection structures under extreme working conditions, and providing an innovative solution for the roof layer of high-rise buildings that combines economy and safety.

[0019] In summary, this application provides a tower roof beam assembly that is compact, has excellent buffering performance, and is highly efficient in construction. By using a bidirectional damping buffering mechanism, it overcomes the limitations of traditional rigid connections, providing a reliable guarantee for the safe operation of high-rise buildings in complex vibration environments. It has significant technological advancements and engineering application value.

[0020] The above overview is for illustrative purposes only and is not intended to be limiting in any way. In addition to the illustrative aspects, embodiments, and features described above, further aspects, embodiments, and features of this application will become readily apparent from the accompanying drawings and the following detailed description. Attached Figure Description

[0021] In the accompanying drawings, unless otherwise specified, the same reference numerals throughout the various drawings denote the same or similar parts or elements. These drawings are not necessarily drawn to scale. It should be understood that these drawings depict only some embodiments disclosed in this application and should not be construed as limiting the scope of this application.

[0022] Figure 1 This is a three-dimensional structural diagram of a tower roof beam assembly with shock absorption function in an embodiment of this application;

[0023] Figure 2 for Figure 1 Enlarged view of part A;

[0024] Figure 3 This is a schematic diagram of the structure of the second buffer mechanism in the embodiments of this application;

[0025] Figure 4 This is a schematic diagram of the assembly of the pressure-retaining component and the elastic shaft assembly in the embodiments of this application.

[0026] Figure label:

[0027] 1. First beam body;

[0028] 11. Support end;

[0029] 2. Second beam;

[0030] 3. Support components;

[0031] 31. Strengthen corner ribs;

[0032] 4. First cushioning pad;

[0033] 5. First buffer mechanism;

[0034] 51. First elastic component; 52. Connecting component;

[0035] 511. First connecting part; 512. Second connecting part; 513. Energy storage part; 520. Mounting part;

[0036] 6. Second buffer mechanism;

[0037] 61. Fixing component; 62. Supporting component; 63. Adjusting bolt; 64. Mounting base; 65. Pressing component; 66. Pressing shaft component; 67. Second elastic component; 68. Elastic shaft assembly; 69. Second buffer pad. Detailed Implementation

[0038] In the following description, only certain exemplary embodiments are briefly described. As those skilled in the art will recognize, the described embodiments can be modified in various ways without departing from the spirit or scope of this application. Therefore, the drawings and description are considered to be exemplary in nature and not restrictive.

[0039] Reference Figures 1 to 4 As shown, an embodiment of this application proposes a tower roof beam assembly with shock absorption function. This tower roof beam assembly may include: a first beam 1 having two opposing support ends 11; two support members 3 connected to the first beam 1 and spaced apart between the two support ends 11; a second beam 2 disposed between the two support members 3 to restrict movement of the second beam 2 toward the two support ends 11; a first buffer mechanism 5 connected between the first beam 1 and the second beam 2, for applying a first damping force along a first direction on the second beam 2, thereby offsetting part of the impact force when the second beam 2 displaces along the first direction; and a second buffer mechanism 6 connected to the first beam 1, located between the two support members 3 and elastically clamped to both sides of the second beam 2, for applying a second damping force along a second direction perpendicular to the first direction on the second beam 2, thereby offsetting part of the impact force when the second beam 2 displaces along the second direction.

[0040] When the support direction of the two support ends 11 is up and down, the first direction is the left and right direction of the first beam 1, and the second direction is the front and back direction of the first beam 1.

[0041] Specifically, in the technical solution adopted in this application, the first beam 1 can adopt an I-beam structure, thereby increasing the contact area of ​​the upper and lower support ends 11 of the first beam 1, so as to serve as the main beam supporting the building structure. The second beam 2 is connected to both sides of the first beam 1, so as to serve as a crossbeam. Both the first beam 1 and the second beam 2 are made of steel. Since the opposite sides of the I-beam structure of the first beam 1 have grooves that can accommodate the second beam 2, two support components 3 can be arranged in the grooves on both sides of the first beam 1 at intervals according to the size of the second beam 2, so that... The second beam 2 can be tightly fitted into the grooves on both sides of the first beam 1. The two support members 3 are arranged in the same direction as the support direction of the two support ends 11 on the first beam 1, so as to restrict the displacement of the second beam 2 towards the support direction of the first beam 1 by means of the two support members 3. It can be understood that the second beam 2 is movably connected to the first beam 1, and its direction of movement is the left-right direction and the front-back direction perpendicular to the support direction of the first beam 1. For the convenience of referring to directional features, this application defines the left-right direction of the first beam 1 as the first direction, and the front-back direction of the first beam 1 as the second direction. The key technical point of this application is that a first buffer mechanism 5 and a second buffer mechanism 6 are arranged on the first beam 1. The first buffer mechanism 5 is used to buffer the impact force generated when the second beam 2 moves in the first direction, while the second buffer mechanism 6 is used to buffer the impact force generated when the second beam 2 moves in the second direction. In use, when the second beam 2 is subjected to an impact force in the first direction by an external force, the first buffer mechanism 5 can apply an opposite first damping force along the first direction to the second beam 2 to offset part of the impact force on the second beam 2 in the first direction, thereby ensuring the stability of the movable connection between the second beam 2 and the first beam 1. When the second beam 2 is subjected to an impact force in the second direction by an external force, the second buffer mechanism 6 can apply an opposite second damping force along the second direction to the second beam 2 to offset the impact force on the second beam 2 in the second direction, thereby further ensuring the stability of the movable connection between the second beam 2 and the first beam 1. In this application, the second beam 2 can be displaced based on the left-right and front-back directions of the first beam 1, that is, displaced along the first and second directions, and part of the impact force generated when the second beam 2 is displaced is buffered by the first buffer mechanism 5 and the second buffer mechanism 6, thereby creating an anti-seismic mechanism between the first beam 1 and the second beam 2, so that the tower roof beam assembly with vibration reduction function of this application can withstand greater vibration impact force and improve reliability.

[0042] In some embodiments, the first damping force can be the rebound force of the first buffer mechanism 5, while the second damping force can be the rebound force of the second buffer mechanism 6. When the second beam 2 displaces along the first direction, the impact force generated by the displacement of the second beam 2 can be transmitted to the first buffer mechanism 5, and the second buffer mechanism 6 stores elastic energy and offsets part of the impact force through the rebound force; similarly, when the second beam 2 displaces along the second direction, the impact force generated by the displacement of the second beam 2 can be transmitted to the second buffer mechanism 6, and the second buffer mechanism stores elastic energy and offsets part of the impact force through the rebound force.

[0043] In this application, a reinforcing rib 31 connected to the first beam 1 is provided on the opposite side of the two support components 3. This increases the connection area between the support component 3 and the first beam 1, thereby improving the stability of the connection structure between the support component 3 and the first beam 1. This allows the support component 3 to provide more stable support to the second beam 2 and also disperses the stress applied to the support component 3 by the vibration of the second beam 2, thereby preventing premature damage at the connection between the support component 3 and the first beam 1 and extending the service life of the support component 3.

[0044] Furthermore, refer to Figure 2 As shown, in some embodiments, the first buffer mechanism 5 includes: a first elastic member 51 having a first connecting portion 511, a second connecting portion 512, and an energy storage portion 513 connected between the first connecting portion 511 and the second connecting portion 512; the first connecting portion 511 is connected to the first beam 1, the second connecting portion 512 is connected to the second beam 2, and the energy storage portion 513 is located on the side of the first connecting portion 511 and the second connecting portion 512 away from the first beam 1, so that the first elastic member 51 is in a bent energy storage state, thereby forming a first damping force between the first beam 1 and the second beam 2 through the elastic force of the energy storage portion 513.

[0045] Specifically, in the technical solution adopted in this application, when the first elastic member 51 connects the first beam 1 and the second beam 2, the first elastic member 51 is in a bent energy-storing state, forcing the first elastic member 51 to form a U-shaped structure. Thus, the U-shaped first elastic member 51 is divided into a first connecting portion 511, a second connecting portion 512, and an energy-storing portion 513 connecting the first connecting portion 511 and the second connecting portion 512. The energy-storing portion 513 is the bent portion of the first elastic member 51, thereby enabling the first elastic member 51 to adapt to the connection structure of the first beam 1 and the second beam 2. In this embodiment, the first connecting portion 511 is connected to the first beam 1, specifically to the groove wall on one side of the first beam 1; the second connecting portion 512 is connected to the side wall of the second beam 2, so that the elastic characteristics of the first elastic member 51 can be applied to the second beam 2 along a first direction based on the first beam 1. When in use, when the second beam 2 moves along the first direction, it can force the energy storage part 513 to bend and deform further, thereby applying the rebound force of the energy storage part 513 as the first damping force to the second beam 2, so as to form an anti-seismic mechanism between the second beam 2 and the first beam 1 in the first direction.

[0046] Furthermore, refer to Figure 2 As shown, in some embodiments, the first buffer mechanism 5 further includes: a connecting member 52, fixed on the first beam 1, and the connecting member 52 has a mounting portion 520 for connecting the first elastic member 51; the first connecting portion 511 is fixed in the mounting portion 520, and the second connecting portion 512 is connected to the second beam 2 by welding.

[0047] Specifically, in the technical solution adopted in this application, in order to enable a more stable connection between the first beam 1 and the first elastic member 51, a connecting member 52 is detachably installed on the first beam 1. Specifically, the connecting member 52 has a mounting hole and a threaded hole on the first beam 1. The connecting member 52 is placed at a designated position on the first beam 1 so that the mounting hole and the threaded hole coincide, and the connecting member 52 is fixed to the first beam 1 using a locking bolt. In this embodiment, the connecting member 52 has a mounting portion 520 that can accommodate the first connecting portion 511 on the first elastic member 51. The mounting portion 520 can be a groove, and a threaded hole is provided at the position corresponding to the mounting portion 520. When the first connecting portion 511 is embedded in the mounting portion 520, the first connecting portion 511 can be locked in the mounting portion 520 using a locking bolt. The second connecting portion 512 can be connected to the second beam 2 by welding. During installation, the first connecting part 511 can be connected to the connecting component 52 first, and then the first elastic component 51 can be bent so that one side surface of the second connecting part 512 can be attached to the second beam 2 for welding, thereby increasing the welding area between the first connecting part 511 and the second beam 2, making the connection structure more stable. In addition, the first elastic component 51 can also store some energy during the bending process to enhance the elasticity of the first elastic component 51. When the second beam 2 forces the first elastic component 51 to store more energy, the second elastic component 67 can generate a greater rebound force.

[0048] Furthermore, in some embodiments, the first elastic member 51 is made of spring steel and has a curved plate-like structure.

[0049] Furthermore, refer to Figure 3 As shown, in some embodiments, the second buffer mechanism 6 includes: two adjusting components mounted on the first beam 1, the two adjusting components being spaced apart between the two supporting members 3 along the second direction; and two elastic components mounted on opposite sides of the two adjusting components, the two elastic components being able to elastically support both sides of the second beam 2, and when the second beam 2 is displaced along the second direction, the elastic components are elastically compressed toward the corresponding adjusting components, so that the rebound force of the elastic components can serve as the second damping force.

[0050] Specifically, in the technical solution adopted in this application, since two adjusting components are installed on the first beam 1 and spaced apart along the second direction, while two elastic components are installed on opposite sides of the two adjusting components, the two elastic components can apply a clamping force to the second beam 2 based on the two adjusting components. Furthermore, the adjusting components can control the distance between themselves and the corresponding elastic components, allowing the two elastic components to adjust the clamping force applied to the second beam 2 and to adapt to second beams 2 of different sizes. When the second beam 2 displaces in the second direction, it applies pressure to the elastic component in the corresponding direction. The elastic component is then driven by the impact force generated by the second beam 2 to perform elastic compression, and the rebound force of the elastic component can offset part of the impact force generated on the second beam 2 in the second direction, thereby achieving the purpose of buffering the second beam 2.

[0051] Furthermore, refer to Figure 3 As shown, in some embodiments, the elastic component includes: a pressing member 65 for support on the second beam 2; a pressure shaft member 66 connected to the side of the pressing member 65 away from the second beam 2, the pressure shaft member 66 being slidably mounted on the adjusting component so that the pressing member 65 moves closer to or further away from the adjusting component in a second direction via the pressure shaft member 66; and a second elastic member 67 sleeved on the pressure shaft member 66, and the second elastic member 67 being elastically supported between the pressing member 65 and the adjusting component so that the second elastic member 67 can be compressed when the pressing member 65 moves closer to the adjusting component.

[0052] Furthermore, refer to Figure 3 As shown, in some embodiments, the adjusting component includes: a fixing component 61, which is installed on the first beam 1; and a supporting component 62, which is connected to the side of the fixing component 61 near the elastic component, and the supporting component 62 is provided with a connecting through hole for slidingly fitting on the pressure shaft component 66 in the elastic component.

[0053] Specifically, in the technical solution adopted in this application, the pressing component 65, the fixing component 61, and the abutting component 62 can all adopt a plate-like structure to facilitate installation or fitting into contact with the first beam 1 or the second beam 2. The pressing component 65 is used to abut against one side surface of the second beam 2. When the second beam 2 presses the pressing component 65 closer to the abutting component 62, the pressure shaft component 66 slides in the connecting through hole to guide the pressing component 65 to move closer to the abutting component 62. This causes the surfaces of the pressing component 65 and the abutting component 62 to press against the second elastic component 67, and compress the second elastic component 67 elastically. Thus, the rebound force of the second elastic component 67 can offset part of the impact force generated by the displacement of the second beam 2 along the second direction. In this embodiment, the fixing member 61 is fixedly installed on the first beam 1 so that the abutting member 62 can resist the elastic force applied between the abutting member 62 and the pressing member 65 by the second elastic member 67 based on the fixing member 61, thereby reversing the rebound force of the second elastic member 67 onto the second beam 2. The second elastic member 67 may be a damping spring so as to be sleeved on the pressure member 66.

[0054] In a preferred embodiment of this application, the abutting component 62 is provided with a plurality of equidistant connecting through holes, for example, the number of connecting through holes is three; while the pressing component 65 is provided with a pressing shaft component 66 corresponding to each connecting through hole, and a second elastic component 67 is respectively sleeved on each pressing shaft component 66, so that the rebound force of the second elastic component 67 can be evenly distributed on the pressing component 65, thereby making the damping effect of the second buffer mechanism 6 acting on the second beam 2 more stable.

[0055] Furthermore, refer to Figure 3 As shown, in some embodiments, the adjustment assembly further includes: an adjustment bolt 63 rotatably disposed on the fixed member 61; and a mounting base 64 disposed on the side of the abutting member 62 near the fixed member 61, wherein the mounting base 64 is provided with a mounting hole, and the adjustment bolt 63 is rotatably inserted into the mounting hole.

[0056] The distance between the abutting component 62 and the fixing component 61 can be adjusted by rotating the adjusting bolt 63 in a threaded manner.

[0057] Specifically, in the technical solution adopted in this application, a threaded hole can be opened on the fixed component 61, and the mounting hole can be set as a rotating hole that allows the adjusting bolt 63 to rotate freely, so that the screw of the adjusting bolt 63 is threadedly configured in the threaded hole, and the end of the adjusting bolt 63 is limited and installed in the mounting hole, so that the adjusting bolt 63 can drive the mounting seat 64 to move. In use, the adjusting bolt 63 is rotated on the fixed component 61, and the adjusting bolt 63 is screwed in and out of the threaded hole through the threaded engagement, so that the mounting seat 64 moves with the adjusting bolt 63. Since the mounting seat 64 is connected to the abutting component 62, the distance between the abutting component 62 and the fixed component 61 can be adjusted. In some modified embodiments, a rotating hole may be provided on the fixing member 61, and the mounting hole may be set as a threaded hole adapted to the adjusting bolt 63, so that the adjusting bolt 63 is disposed in the rotating hole of the fixing member 61. The adjusting bolt 63 can rotate freely in the rotating hole of the fixing member 61, and the threaded hole on the mounting seat 64 is fitted onto the adjusting bolt 63. In use, the position of the mounting seat 64 on the adjusting bolt 63 can be adjusted by rotating the adjusting bolt 63 on the fixing member 61. Since the mounting seat 64 is connected to the abutting member 62, the distance between the abutting member 62 and the fixing member 61 can be adjusted.

[0058] Furthermore, refer to Figure 4 As shown, in some embodiments, the adjustment assembly further includes: a spring shaft kit 68 disposed in the connecting through hole, so that the spring shaft kit 68 is elastically clamped to the pressure shaft component 66 in the elastic assembly, for increasing the frictional resistance between the connecting through hole and the pressure shaft component 66; and a second buffer pad 69 disposed on the side surface of the abutment component 62 facing the second beam 2, the second buffer pad 69 having a flexible deformation function to absorb the force.

[0059] Specifically, in the technical solution adopted in this application, the elastic shaft kit 68 is fixedly embedded in the connecting through hole so that it can adapt to the pressure shaft component 66 through its own elasticity. Specifically, it is elastically clamped onto the pressure shaft component 66, which can be a cylindrical sliding shaft. The elastic shaft kit 68 can increase the sliding friction of the pressure shaft component 66 in the connecting through hole, so as to prevent the pressure shaft component 66 from easily disengaging from the connecting through hole. When the second elastic component 67 is compressed, it can press the elastic shaft kit 68 through the pressure shaft component 66, thereby further absorbing vibration energy and reducing the impact of direct impact on the structure. The second buffer pad 69 is disposed on the side surface of the abutment component 62 facing the second beam 2, so that when the abutment component 62 is supported on the second beam 2, the second beam 2 and the abutment component 62 can achieve flexible contact through the second buffer pad 69, avoiding rigid collision between the second beam 2 and the abutment component 62 and causing unnecessary wear. At the same time, the second buffer pad 69 can also absorb part of the impact force from the second beam 2.

[0060] Furthermore, refer to Figure 1 As shown, in some embodiments, it further includes: a first buffer pad 4 disposed on the surface of the support member 3 facing the second beam 2, the first buffer pad 4 having a flexible deformation function to absorb the force.

[0061] Specifically, in the technical solution adopted in this application, in order to make the support component 3 and the second beam 2 also in flexible contact, a first buffer pad 4 is provided on the support component 3. The first buffer pad 4 is located on the opposite side surface of the two support components 3, which can also be understood as the side surface of the support component 3 facing the second beam 2, thereby avoiding unnecessary wear caused by rigid collision between the second beam 2 and the support component 3. At the same time, the first buffer pad 4 can also absorb part of the impact force from the second beam 2.

[0062] In the description of this specification, the references to terms such as "one embodiment," "some embodiments," "example," "specific example," or "some examples," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of this application. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples. Moreover, without contradiction, those skilled in the art can combine and integrate the different embodiments or examples described in this specification, as well as the features of those different embodiments or examples.

[0063] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one of that feature. In the description of this application, "a plurality of" means two or more, unless otherwise explicitly specified.

[0064] Any process or method description in the flowchart or otherwise herein can be understood as representing a module, segment, or portion of code comprising one or more executable instructions for implementing a particular logical function or process. Furthermore, the scope of the preferred embodiments of this application includes additional implementations in which functions may be performed not in the order shown or discussed, including substantially simultaneously or in reverse order depending on the functionality involved.

[0065] The logic and / or steps represented in the flowchart or otherwise described herein, for example, can be considered as a sequenced list of executable instructions for implementing logical functions, and can be embodied in any computer-readable medium for use by, or in conjunction with, an instruction execution system, apparatus or device (such as a computer-based system, a processor-included system or other system that can fetch and execute instructions from, an instruction execution system, apparatus or device).

[0066] It should be understood that various parts of this application can be implemented using hardware, software, firmware, or a combination thereof. In the above embodiments, multiple steps or methods can be implemented using software or firmware stored in memory and executed by a suitable instruction execution system. All or part of the steps of the methods in the above embodiments can be implemented by a program instructing related hardware, the program being stored in a computer-readable storage medium, which, when executed, includes one or a combination of the steps of the method embodiments.

[0067] Furthermore, the functional units in the various embodiments of this application can be integrated into a processing module, or each unit can exist physically separately, or two or more units can be integrated into a module. The integrated module can be implemented in hardware or as a software functional module. If the integrated module is implemented as a software functional module and sold or used as an independent product, it can also be stored in a computer-readable storage medium. This storage medium can be a read-only memory, a disk, or an optical disk, etc.

[0068] The above description is merely a specific embodiment of this application, but the scope of protection of this application is not limited thereto. Any person skilled in the art can easily conceive of various variations or substitutions within the technical scope disclosed in this application, and these should all be included within the scope of protection of this application. Therefore, the scope of protection of this application should be determined by the scope of the claims.

Claims

1. A tower roof beam assembly with shock absorption function, characterized in that, include: The first beam has two opposing support ends; Two support components are connected to the first beam and are spaced apart between the two support ends; The second beam is disposed between the two support members to restrict the movement of the second beam toward the two support ends by the two support members; A first buffer mechanism is connected between the first beam and the second beam, and is used to apply a first damping force on the second beam along a first direction, so that when the second beam is displaced along the first direction, part of the impact force is offset by the first buffer mechanism. as well as, The second buffer mechanism is connected to the first beam and is located between the two supporting components and is held on both sides of the second beam in an elastic support manner. It is used to apply a second damping force on the second beam in a second direction perpendicular to the first direction, so that when the second beam is displaced in the second direction, part of the impact force is offset by the second buffer mechanism. Wherein, when the support direction of the two support ends is up and down, the first direction is the left and right direction of the first beam, and the second direction is the front and back direction of the first beam.

2. The tower roof beam assembly with shock absorption function according to claim 1, characterized in that, The first buffer mechanism includes: The first elastic member has a first connecting portion, a second connecting portion, and an energy storage portion connected between the first connecting portion and the second connecting portion; The first connecting part is connected to the first beam, the second connecting part is connected to the second beam, and the energy storage part is located on the side of the first connecting part and the second connecting part away from the first beam, so that the first elastic member is in a bent energy storage state, thereby forming the first damping force between the first beam and the second beam through the elastic force of the energy storage part.

3. The tower roof beam assembly with shock absorption function according to claim 2, characterized in that, The first buffer mechanism further includes: A connecting component is fixed to the first beam, and the connecting component has a mounting portion for connecting the first elastic component; The first connecting part is fixed in the mounting part, and the second connecting part is connected to the second beam by welding.

4. The tower roof beam assembly with shock absorption function according to claim 2, characterized in that, The first elastic component is made of spring steel and has a curved plate-like structure.

5. The tower roof beam assembly with shock absorption function according to claim 1, characterized in that, The second buffer mechanism includes: Two adjustment components are mounted on the first beam, and the two adjustment components are arranged at a distance between the two support members along the second direction; Two elastic components are installed on opposite sides of the two adjustment components. The two elastic components can elastically support the two sides of the second beam. When the second beam is displaced along the second direction, the elastic components are elastically compressed toward the corresponding adjustment components, so that the rebound force of the elastic components can serve as the second damping force.

6. A tower roof beam assembly with shock absorption function according to claim 5, characterized in that, The elastic component includes: A pressure-bearing component is used to support the second beam. A pressure shaft component is connected to the side of the pressing component away from the second beam. The pressure shaft component is slidably mounted on the adjusting assembly so that the pressing component moves closer to or further away from the adjusting assembly along the second direction via the pressure shaft component. The second elastic member is sleeved on the pressure shaft member, and the second elastic member is elastically supported between the pressing member and the adjusting assembly, so that the second elastic member can be compressed when the pressing member approaches the adjusting assembly.

7. A tower roof beam assembly with shock absorption function according to claim 5, characterized in that, The adjustment component includes: The fixing component is installed on the first beam. The abutting component is connected to the side of the fixed component near the elastic component, and the abutting component has a connecting through hole for slidingly fitting onto the pressure shaft component in the elastic component.

8. A tower roof beam assembly with shock absorption function according to claim 7, characterized in that, The adjustment component further includes: An adjusting bolt is rotatably mounted on the fixed component; A mounting base is provided on the side of the abutting component near the fixing component, and the mounting base is provided with a mounting hole, through which the adjusting bolt is rotatably inserted; The distance between the abutting component and the fixing component can be adjusted by rotating the adjusting bolt in a threaded manner.

9. A tower roof beam assembly with shock absorption function according to claim 7, characterized in that, The adjustment component further includes: A spring shaft assembly is disposed in the connecting through hole so that the spring shaft assembly is elastically clamped to the pressure shaft component in the elastic component, thereby increasing the frictional resistance between the connecting through hole and the pressure shaft component; The second buffer pad is disposed on the side surface of the abutment member facing the second beam, and the second buffer pad has a flexible deformation function to absorb the force.

10. A tower roof beam assembly with shock absorption function according to claim 1, characterized in that, Also includes: A first buffer pad is disposed on the surface of the supporting member facing the second beam, and the first buffer pad has a flexible deformation function to absorb the force.

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