Novel telescopic damping wind-resistant support

Abstract

The utility model belongs to the technical field of bridge supports, and particularly relates to a novel telescopic damping wind-resistant support. The novel wind-resistant support comprises an upper support plate and a lower support plate, a telescopic cylinder structure is arranged between the upper support plate and the lower support plate, the telescopic cylinder structure comprises a sealing cylinder body and a telescopic column, the sealing cylinder body is arranged at the top of the lower support plate or the bottom of the upper support plate, and a support piston is arranged in the sealing cylinder body and connected with the telescopic column. The end of the telescopic column is connected with the upper support plate or the lower support plate, a cavity on one side of the support piston is divided into an upper annular cavity and a lower annular cavity by a separation ring, the annular cavities are filled with damping media, and a flow channel communicated with the upper annular cavity and the lower annular cavity is formed in the sealing cylinder body or the separation ring. The novel telescopic damping wind-resistant support has the advantages of being compact in structure, flexible to stretch out and draw back, good in damping elasticity, tight in pressure-bearing contact, even in stress, variable in combined rigidity and the like, and is particularly suitable for meeting the design requirement of the transverse wind-resistant working condition of a large-span cable bearing bridge structure.

Description

Technical Field

[0001] The utility model belongs to the technical field of bridge supports, and specifically relates to a novel telescopic damping wind-resistant support. Background Art

[0002] In large-span cable-supported bridge structures, wind bearings are devices installed between the inner side of the bridge tower and the outer side of the main beam. They can reduce the lateral contact stiffness of the bridge tower and the main beam and limit the transverse swing of the bridge caused by wind loads, deflection impact loads, and seismic loads. They can withstand and transmit transverse horizontal forces and adapt to the longitudinal, transverse, and vertical displacements of the beam as well as rotation angles in all directions.

[0003] The existing wind bearing structure has the following disadvantages: (1) Conventional rigid structure wind bearings have no vibration reduction and energy dissipation function. The plane friction pair is in a non-contact state when not subjected to transverse bridge loads. The gap in the middle vibrates under the load, which causes impact between the structures. If this impact continues for a long time, it will cause damage to the wind bearing and pier, affecting the service life and safety of the bridge. (2) Wind bearings with vibration reduction and energy dissipation structures, such as disc springs, viscous dampers and other energy dissipation elements, have poor vibration reduction and energy dissipation effects due to the small wind displacement and low speed of the wind bearing, making them less effective in suppressing vibrations caused by external wind loads and conventional deflection impact loads. In addition, the structure has no pre-compression stroke or a small pre-compression stroke. After long-term use, gaps are easily generated between the bearing sliding pairs, resulting in increased tower-beam contact stiffness, affecting the safe use of the bridge structure. Summary of the invention

[0004] The purpose of the utility model is to propose a telescopic damping wind-resistant bearing of a new structure, which has the advantages of compact structure, flexible telescopic, good damping elasticity, close pressure contact and uniform force, and variable combined stiffness. It is particularly suitable for the design requirements of lateral wind-resistant working conditions of large-span cable-bearing bridge structures.

[0005] In order to achieve the above purpose, the technical solution adopted by the utility model is:

[0006] A novel telescopic damping wind-resistant bearing, characterized in that it includes an upper bearing plate and a lower bearing plate, a telescopic cylinder structure is arranged between the two, the telescopic cylinder structure includes a sealed cylinder body and a telescopic column arranged at the top of the lower bearing plate or the bottom of the upper bearing plate, a bearing piston is arranged in the sealed cylinder body, the bearing piston is connected to the telescopic column, the end of the telescopic column is connected to the upper bearing plate or the lower bearing plate, the cavity on one side of the bearing piston is divided into two upper and lower annular cavities by a separating ring, the annular cavity is filled with damping medium, and a flow channel connecting the upper and lower annular cavities is arranged in the sealed cylinder body or on the separating ring.

[0007] Additional technical features of the novel telescopic damping wind-resistant support include:

[0008] The sealing cylinder body comprises a cylinder barrel fixed on the top of the lower support plate, the end of the telescopic column is connected to the bottom of the upper support plate, a sealing ring cover is provided on the upper part of the cylinder barrel, the sealing ring cover is sleeved on the telescopic column and connected to the external boss of the telescopic column by bolts, and the sealing ring cover is connected to the inner wall of the cylinder barrel by a first sliding sealing structure;

[0009] ——The sealing ring cover is provided with a threaded hole communicating with the interior of the sealing cylinder body, the threaded hole is blocked by a screw, an annular enclosure is provided at the opening of the cylinder barrel, the annular enclosure is sleeved on the telescopic column, and the annular enclosure is respectively connected to the edge of the cylinder barrel opening and the telescopic column through a screw or a hoop;

[0010] The separation ring in the sealing cylinder is placed in the annular space between the telescopic column and the cylinder barrel. The separation ring is a first flange arranged outside the telescopic column. The first flange is connected to the inner wall of the cylinder barrel through a second sliding sealing structure.

[0011] The sealing cylinder body is a split structure, which includes a lower cylinder barrel integrally formed with the top of the lower support plate and an upper cylinder barrel connected to the lower cylinder barrel by a plurality of bolts. The separation ring in the sealing cylinder body is a second flange arranged on the inner side of the lower part of the upper cylinder barrel. The second flange is connected to the outer wall of the telescopic column by a third sliding sealing structure.

[0012] The support piston is connected to the inner wall of the sealing cylinder through a fourth sliding sealing structure, and the fourth sliding sealing structure includes a plurality of dynamic sealing support rings and / or dynamic sealing elastic rings, and the dynamic sealing support rings or dynamic sealing elastic rings are installed outside the support piston or in the annular groove on the inner wall of the sealing cylinder;

[0013] One or more first elastic bodies are arranged between the support piston and the bottom of the sealing cylinder body. The first elastic body is a rubber spring made of polyurethane or a coil spring made of metal. Both ends of the rubber spring or metal spring are connected to the bottom of the support piston and the bottom of the sealing cylinder body through positioning pins respectively; or the first elastic body is a composite structure in which the coil spring is built in the rubber spring;

[0014] One or more second elastic bodies are arranged between the support piston and the bottom of the sealing cylinder body, the second elastic body comprises a groove body arranged at the bottom of the support piston or the bottom of the sealing cylinder body, a disc spring or a leaf spring is arranged in the groove body, a baffle is arranged on the outside of the disc spring or the leaf spring, a limit plate is arranged in the middle of the outer side of the baffle, the inner side of the limit plate is connected to the support piston or the sealing cylinder body through a screw rod, the screw rod passes through the baffle rod, a limit groove corresponding to the groove body is arranged at the bottom of the sealing cylinder body or the support piston, the middle of the limit groove is used to accommodate the limit plate, and the two sides of the limit groove are used to compress the baffle plate to bear the force;

[0015] The end of the telescopic column is connected to the upper support plate or the lower support plate through a spherical cap lining plate, and the end surface of the telescopic column is provided with a spherical groove matched with the spherical cap lining plate;

[0016] - A spherical friction pair is arranged between the spherical groove and the spherical crown lining plate, and a plane friction pair is arranged between the spherical crown lining plate and the upper support plate or the lower support plate;

[0017] ——A connecting shaft is arranged at the center of the spherical cap lining plate and the spherical surface groove, an axial hole is arranged at the center of the spherical surface groove, a through hole with a sinking step is arranged at the center of the spherical cap lining plate, the connecting shaft passes through the through hole and is inserted into the axial hole, and the end cap of the connecting shaft is placed on the sinking step;

[0018] - A movement gap is arranged between the connecting shaft and the through hole and the shaft hole; the contact surface between the end cap of the connecting shaft and the sinking step is a spherical surface, and a spherical friction pair is arranged between the two.

[0019] Compared with the prior art, the novel telescopic damping wind-resistant bearing provided by the utility model has the following advantages: a telescopic cylinder structure is installed between the upper bearing plate and the lower bearing plate of the bearing, which is composed of a sealed cylinder body and a telescopic column, and a separating ring is arranged on one side of the bearing piston in the sealed cylinder body to form two upper and lower annular cavities, which are connected by a flow channel, and the damping medium inside thereof flows back and forth in the two annular cavities as the bearing piston moves up and down, so as to achieve the damping and buffering effect of the power cylinder, and has the advantages of compact structure, flexible telescopicity and damping pressure bearing, and solves the shortcomings of the existing wind-resistant bearing that the friction pair is easy to fail, the wind-resistant displacement is small, and the vibration reduction energy consumption capacity is low; by simulating the pressure cylinder body, the effects of uniform pressure bearing of the bearing body, close contact between the beam body and the pedestal, and change of combined stiffness are achieved. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 This is a structural schematic diagram of a novel telescopic damping wind-resistant support of the utility model;

[0021] Figure 2Another structural schematic diagram of the device. DETAILED DESCRIPTION

[0022] The structure and working principle of the novel telescopic damping wind-resistant support provided by the utility model are further described in detail below in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of them. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0023] In the description of the present invention, unless otherwise specified, the terms "top / bottom", "upper / lower" and the like indicating the orientation or positional relationship are based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as limiting the present invention.

[0024] It should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "set / provided with" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium. For ordinary technicians in this field, the specific meanings of the above terms in this utility model can be understood according to specific circumstances.

[0025] like Figure 1 As shown, the structure of the novel telescopic damping wind-resistant bearing comprises an upper bearing plate 11 and a lower bearing plate 12, a telescopic cylinder structure is arranged between the two, the telescopic cylinder structure comprises a sealing cylinder body 2 and a telescopic column 22 arranged on the top of the lower bearing plate 12, a bearing piston 23 is arranged in the sealing cylinder body 2, the bearing piston 23 is connected to the telescopic column 22, the end of the telescopic column 22 is connected to the upper bearing plate 11, the cavity on one side of the bearing piston 23 is divided into two upper and lower annular cavities (41, 42) by a separating ring, the annular cavity (41, 42) is filled with a damping medium 43, and a flow channel 44 connecting the upper and lower annular cavities (41, 42) is arranged in the sealing cylinder body 2 or on the separating ring.

[0026] Its working principle is as follows: the support is installed between the beam body and the pedestal, and a cylinder structure capable of damping expansion and contraction is provided between the upper support plate 11 and the lower support plate 12, which includes a sealing cylinder body 2 and a telescopic column 22, the telescopic column 22 is connected to the support piston 23, and the cavity located on one side of the support piston 23 in the sealing cylinder body 2 is divided into two upper and lower annular cavities (41, 42) by a separation ring, and the annular cavities (41, 42) are filled with a damping medium 43, and a flow channel 44 connecting the upper and lower annular cavities (41, 42) is provided in the sealing cylinder body 2 or on the separation ring. Therefore, when the telescopic column 22 moves synchronously with the support piston 23, The damping medium 43 flows through the flow channel 44 in the upper and lower annular cavities (41, 42), simulating the working principle of the hydraulic cylinder damping, achieving the damping effect in the process of bearing extension and compression, adjusting the natural period of the bridge structure, and reducing the response of the bridge to the external load. The damping buffering improves the bearing strength of the bridge bearing, the contact force is balanced, and the shock absorption and buffering performance is improved. Especially for the large-span cable-bearing bridge structure, the wind-resistant bearing has a wide telescopic length to ensure the pre-stressed bearing contact of the bearing parts. During long-term use, no contact gap will be generated inside and outside the bearing, the force between the parts is stable, and the shock absorption and wind resistance resistance are strong.

[0027] It should be noted that the damping medium 43 can be liquid or gas, such as hydraulic oil, pre-compressed gas, etc., to achieve a pre-tightened external tension of the telescopic cylinder;

[0028] The sealing cylinder 2 can also be arranged at the bottom of the upper support plate 11, and the end of the telescopic column 22 connected to the internal support piston 23 thereof is connected to the top of the lower support plate 12;

[0029] The separation ring and the upper and lower annular cavity structures it constitutes can be arranged on one side of the support piston 23, or on both sides of the support piston 23 at the same time. It has a large elongation and compression displacement, can adapt to a larger relative displacement of the tower beam, and can also maintain close contact between the internal structures of the support during the tower beam separation process, prevent rigid contact between the support components and always ensure that there is appropriate contact stiffness between the tower beams.

[0030] In the structure constituting the above-mentioned novel telescopic damping wind-resistant support,

[0031] --like Figure 2As shown, the sealing cylinder body 2 comprises a cylinder barrel 51 fixed on the top of the lower support plate 12, one end of the telescopic column 22 is connected to the support piston 23, and the other end thereof is connected to the bottom of the upper support plate 11, and a sealing ring cover 52 is provided on the upper part of the cylinder barrel 51, and the sealing ring cover 52 is sleeved on the telescopic column 22 and connected to the external boss 54 of the telescopic column 22 through bolts or screws 53, and the number of bolts or screws 53 is multiple, and they are evenly distributed along the circumference, so as to firmly position the sealing ring cover 52 and the boss 54, and the sealing ring cover 52 is connected to the inner wall of the cylinder barrel 51 through a first sliding sealing structure 61, that is, the sealing ring cover 52 not only ensures the sealing inside the cylinder barrel 51, but also ensures that the telescopic column 22 passes through the center thereof, so as to realize synchronous lifting and retracting;

[0032] - Preferably, the sealing ring cover 52 is provided with a threaded hole 501 communicating with the interior of the sealing cylinder 2, that is, the threaded hole 501 is communicated with the annular cavity (41, 42) for filling the damping medium 43. After the filling is completed, the threaded hole 501 is sealed by a screw 502;

[0033] In order to keep the cylinder 51 clean, an annular plate 21 is provided at the opening of the cylinder 51. The material is rubber or polyurethane. The annular plate 21 is sleeved on the telescopic column 22 and can be connected to the opening edge of the cylinder 51 and the telescopic column 22 respectively through a screw or a hoop.

[0034] The separation ring in the sealing cylinder 2 is placed in the annular space between the telescopic column 22 and the cylinder 51. The separation ring can be arranged in various forms, such as Figure 2 As shown, the separation ring is a first flange 20 disposed outside the telescopic column 22, and the first flange 20 is connected to the inner wall of the cylinder 51 through a second sliding sealing structure 62, that is, the separation ring and the telescopic column 22 are an integrated structure, which avoids bolt positioning and improves the internal structure strength;

[0035] - Preferably, if Figure 1 As shown, the sealing cylinder body 2 is a split structure, which includes a lower cylinder barrel 71 integrally formed with the top of the lower support plate 12 and an upper cylinder barrel 73 connected to the lower cylinder barrel 71 through a plurality of bolts 72. The separation ring in the sealing cylinder body 2 is a second flange 74 arranged on the inner side of the lower part of the upper cylinder barrel 73. The second flange 74 is connected to the outer wall of the telescopic column 22 through a third sliding sealing structure 63. The sealing cylinder body 2 adopts a split structure, which is convenient for processing and manufacturing, and is also convenient for combined installation and maintenance and replacement, and has better assembly practicality.

[0036] ——The support piston 23 is connected to the inner wall of the sealing cylinder 2 through a fourth sliding sealing structure 64. The fourth sliding sealing structure 64 includes a plurality of dynamic sealing support rings 81 and / or dynamic sealing elastic rings 82. The dynamic sealing support rings 81 or the dynamic sealing elastic rings 82 are installed outside the support piston 23 or in the annular groove of the inner wall of the sealing cylinder 2. The sliding sealing structure must ensure sufficient structural strength and achieve mutual sliding sealing effect. The dynamic sealing support rings 81 and the dynamic sealing elastic rings 82 can effectively balance the rigid support and elastic sealing to achieve a long-term and stable sliding sealing effect. The first, second and third sliding sealing structures in this patent can all adopt the combination of the above-mentioned dynamic sealing support rings 81 and / or dynamic sealing elastic rings 82;

[0037] ——As a preferred embodiment, one or more first elastic bodies 91 are arranged between the support piston 23 and the bottom of the sealing cylinder 2. The first elastic body 91 is a rubber spring made of polyurethane or a spiral spring 911 made of metal. The two ends of the rubber spring or the metal spring 911 are respectively connected to the bottom of the support piston 23 and the bottom of the sealing cylinder 2 through positioning pins 912. Through the expansion and contraction deformation of the first elastic body 91, effective support or traction is provided for the support piston 23. Especially in the shock absorption process, it can play a damping effect on the support piston 23, avoid the piston expansion and contraction range is too drastic, and reduce the impact of vibration on the inside of the support;

[0038] The first elastic body 91 may also be a composite structure of a rubber spring with an internal helical spring, which has better elastic deformation performance and can withstand long-term repeated expansion and contraction stress;

[0039] ——Furthermore, one or more second elastic bodies 92 are arranged between the support piston 23 and the bottom of the sealing cylinder body 2. The second elastic body 92 includes a groove body 921 arranged at the bottom of the support piston 23 or the bottom of the sealing cylinder body 2. A disc spring or a leaf spring 922 is arranged in the groove body 921. A baffle 923 is arranged on the outside of the disc spring or the leaf spring 922. A limit plate 924 is arranged in the middle of the outer side of the baffle 923. The inner side of the limit plate 924 is connected to the support piston 23 or the sealing cylinder body 2 through a screw 925. The screw 925 penetrates the baffle 923. A limit groove 926 corresponding to the groove body 921 is arranged at the bottom of the sealing cylinder body 2 or the bottom of the support piston 23. The middle part of the limit groove 926 is used to accommodate the limit plate 924, and the two sides of the limit groove 926 are used to compress the baffle 923 to bear the force.

[0040] That is, during the relative compression process between the support piston 23 and the sealing cylinder 2, the first elastic body 91 is always under stress. When the baffle 923 of the second elastic body 92 contacts the bottom of the sealing cylinder 2, the second elastic body 92 starts to work under stress. The progressive working mode of the two realizes the combined stiffness change effect of the wind-resistant support, further improving the shock absorption and buffering performance.

[0041] The limiting plate 924 of the second elastic body 92 is located at the center of the baffle 923, and the area of ​​the baffle 923 is smaller than that of the limiting plate 924. After the baffle 923 contacts the bottom of the sealing cylinder 2, it is equivalent to the first compression stroke L1. After the limiting plate 924 is accommodated in the limiting groove 926, the support piston 23 continues to compress, and the baffle 923 pushes the disc spring or leaf spring 922 to be stressed, providing damping support for the support piston 23. When the bottom of the support piston 23 contacts the bottom of the sealing cylinder 2, the second compression stroke L2 is completed. In the above two compression strokes, the support is stressed to different degrees, so the effect of combined stiffness is obtained. Different compression strokes and stress stiffness can also be combined according to different tower beam stress conditions to meet the different stiffness requirements of the bridge structure under vehicle deflection load, wind load and earthquake load conditions;

[0042] ——As a preferred embodiment, the end of the telescopic column 22 is connected to the upper support plate 11 or the lower support plate 12 through the spherical cap lining plate 10, and the end surface of the telescopic column 22 is provided with a spherical surface groove 100 that matches the spherical cap lining plate 10, that is, a friction pendulum composed of a spherical cap and a spherical surface is installed between the telescopic column 22 and the support plate, which has a better shock-absorbing and isolating effect and is also convenient for the technical transformation of the existing wind-resistant support;

[0043] ——A spherical friction pair 101 is arranged between the spherical groove 100 and the spherical crown lining plate 10, and a plane friction pair 102 is arranged between the spherical crown lining plate 10 and the upper support plate 11 or the lower support plate 12. The friction pendulum structure has a relatively good steering and deflection effect, further enhancing the seismic isolation performance of the wind-resistant bearing. The new bearing operates safely and stably, and the working cycle is significantly extended;

[0044] ——In order to enhance the bonding strength and stability of the friction pendulum structure, a connecting shaft 103 is arranged at the center of the spherical cap liner 10 and the spherical groove 100, an axial hole is arranged at the center of the spherical groove 100, a through hole with a sinking step is arranged at the center of the spherical cap liner 10, the connecting shaft 103 penetrates through the through hole and is inserted into the axial hole, and the end cap of the connecting shaft 103 is placed on the sinking step, that is, the spherical cap liner 10 and the spherical groove 100 have a kinematic integrated type, spherically slide against each other, and are locked longitudinally by the connecting shaft, so as to avoid the problem of the two being separated from each other during the movement of the telescopic column 22, and the spherical cap liner 10 and the telescopic column 22 are more tightly connected;

[0045] ——A movement gap is set between the connecting shaft 103 and the through hole and the shaft hole. The contact surface between the end cap of the connecting shaft and the sinking step is a spherical surface. A spherical friction pair 101' is set between the two. The movement gap ensures that there is enough slip between the spherical cap liner 10 and the spherical groove 100 of the telescopic column 22 to obtain a shock-absorbing and isolating effect;

[0046] In other embodiments, according to the actual application conditions, the upper support plate 11 and the lower support plate 12 are both provided with anchoring components for positioning and connecting with the beam body and the pedestal respectively. The anchoring components generally include a sleeve a1, an anchor rod a2 and a positioning bolt a3, and are fixed to the upper support plate 11 and the lower support plate 12 respectively through the sleeve a1 and the positioning bolt a3.

[0047] The above-described implementation modes are only used to illustrate the technical solution of the utility model, and are not limiting conditions for the implementation of the utility model. Therefore, any other modifications or equivalent replacements of configuration dimensions and internal structures made to the technical solution of the utility model, as long as they do not depart from the spirit and scope of the technical solution of the utility model, should be included in the scope of the claims of the utility model.

Claims

1. A new type of telescopic damping wind-resistant support, characterized in that: It includes an upper support plate and a lower support plate, and a telescopic cylinder structure is arranged between the two. The telescopic cylinder structure includes a sealed cylinder body and a telescopic column arranged on the top of the lower support plate or the bottom of the upper support plate. A support piston is arranged in the sealed cylinder body, and the support piston is connected to the telescopic column. The end of the telescopic column is connected to the upper support plate or the lower support plate. The cavity on one side of the support piston is divided into two upper and lower annular cavities by a separating ring. The annular cavity is filled with damping medium. A flow channel connecting the upper and lower annular cavities is arranged in the sealed cylinder body or on the separating ring.

2. According to claim 1, the novel telescopic damping wind-resistant support is characterized in that: The sealed cylinder body includes a cylinder barrel fixed on the top of the lower support plate, the end of the telescopic column is connected to the bottom of the upper support plate, a sealing ring cover is provided on the upper part of the cylinder barrel, the sealing ring cover is sleeved on the telescopic column and connected to the external boss of the telescopic column by bolts, and the sealing ring cover is connected to the inner wall of the cylinder barrel by a first sliding sealing structure.

3. The novel telescopic damping wind-resistant support according to claim 2 is characterized in that: The sealing ring cover is provided with a threaded hole connected with the interior of the sealing cylinder body, and the threaded hole is blocked by a screw. An annular enclosure is provided at the opening of the cylinder barrel, and the annular enclosure is sleeved on the telescopic column. The annular enclosure is respectively connected with the edge of the cylinder barrel opening and the telescopic column through a screw or a hoop.

4. The novel telescopic damping wind-resistant support according to claim 2 is characterized in that: The separation ring in the sealing cylinder body is placed in the annular space between the telescopic column and the cylinder barrel. The separation ring is a first flange arranged outside the telescopic column. The first flange is connected to the inner wall of the cylinder barrel through a second sliding sealing structure.

5. The novel telescopic damping wind-resistant support according to claim 2 is characterized in that: The sealing cylinder body is a split structure, which includes a lower cylinder barrel integrally formed with the top of the lower support plate and an upper cylinder barrel connected to the lower cylinder barrel by a plurality of bolts. The separating ring in the sealing cylinder body is a second flange arranged on the inner side of the lower part of the upper cylinder barrel, and the second flange is connected to the outer wall of the telescopic column by a third sliding sealing structure.

6. The novel telescopic damping wind-resistant support according to claim 1 is characterized in that: The support piston is connected to the inner wall of the sealing cylinder body through a fourth sliding sealing structure, and the fourth sliding sealing structure includes a plurality of dynamic sealing support rings and / or dynamic sealing elastic rings, and the dynamic sealing support rings or dynamic sealing elastic rings are installed on the outside of the support piston or in the annular groove on the inner wall of the sealing cylinder body.

7. The novel telescopic damping wind-resistant support according to claim 1 is characterized in that: One or more first elastomers are arranged between the support piston and the bottom of the sealing cylinder body. The first elastomer is a rubber spring made of polyurethane or a coil spring made of metal. The two ends of the rubber spring or the metal spring are respectively connected to the bottom of the support piston and the bottom of the sealing cylinder body through locating pins; or the first elastomer is a composite structure in which the rubber spring has the coil spring built in.

8. A novel telescopic damping wind-resistant support according to claim 1 or 7, characterized in that: One or more second elastic bodies are arranged between the support piston and the bottom of the sealing cylinder body, the second elastic body includes a groove body arranged at the bottom of the support piston or the bottom of the sealing cylinder body, a disc spring or a leaf spring is arranged in the groove body, a baffle is arranged on the outer side of the disc spring or the leaf spring, a limit plate is arranged in the middle of the outer side of the baffle, the inner side of the limit plate is connected with the support piston or the sealing cylinder body through a screw, the screw passes through the baffle, a limit groove corresponding to the groove body is arranged at the bottom of the sealing cylinder body or the bottom of the support piston, the middle part of the limit groove is used to accommodate the limit plate, and the two sides of the limit groove are used to compress the baffle to bear the force.

9. The novel telescopic damping wind-resistant support according to claim 1 is characterized in that: The end of the telescopic column is connected to the upper support plate or the lower support plate through a spherical cap lining plate, and the end surface of the telescopic column is provided with a spherical groove matched with the spherical cap lining plate.

10. The novel telescopic damping wind-resistant support according to claim 9 is characterized in that: A spherical friction pair is arranged between the spherical groove and the spherical crown lining plate, and a plane friction pair is arranged between the spherical crown lining plate and the upper support plate or the lower support plate.

11. The novel telescopic damping wind-resistant support according to claim 9 is characterized in that: A connecting shaft is arranged at the center of the spherical crown lining and the spherical groove, an axial hole is arranged at the center of the spherical groove, a through hole with a sunken step is arranged at the center of the spherical crown lining, the connecting shaft passes through the through hole and is inserted into the axial hole, and the end cap of the connecting shaft is placed on the sunken step.

12. The novel telescopic damping wind-resistant support according to claim 11 is characterized in that: A movement gap is arranged between the connecting shaft and the through hole and the shaft hole; the contact surface between the end cap of the connecting shaft and the sinking step is a spherical surface, and a spherical friction pair is arranged between the two.

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