Novel rubber shock insulation support

Abstract

The utility model discloses a novel rubber shock insulation support, and particularly relates to the technical field of building shock insulation, the novel rubber shock insulation support comprises a rubber support, and a shock insulation mechanism is arranged on the outer side of the rubber support; the shock isolation mechanism comprises a connecting steel plate which is fixedly installed at the top of the rubber support, a pre-embedded steel plate is arranged at the bottom of the connecting steel plate and fixedly installed at the bottom of the rubber support, and mounting holes are formed in the top surfaces of the connecting steel plate and the pre-embedded steel plate. The shock insulation mechanism is arranged, concrete is poured into the shock insulation mechanism through the circular through holes reserved in the centers of the embedded steel plate and the connecting steel plate, and the concrete is vibrated, so that the concrete below the rubber support is more compact, air exhaust is facilitated, and the construction quality is effectively guaranteed; the connecting stability between the rubber support and the concrete structure is enhanced, the stability and reliability of the whole building structure are improved, the structural defects caused by non-compact concrete pouring are reduced, and the risk of cracks or deformation in the later period is reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of building seismic isolation, and more specifically, to a novel rubber seismic isolation support. Background Art

[0002] In order to meet the seismic requirements of buildings, it is necessary to set up seismic isolation bearings in the buildings. When the rubber seismic isolation bearings are connected to the seismic isolation piers, the middle is connected by a steel plate pre-buried on the pier in advance. The traditional construction method uses a solid steel plate pre-buried on the pier. During the construction process, the concrete in the pier part under the center of the steel plate is not easy to be poured densely, which affects the engineering quality of the pier.

[0003] After searching, a Chinese patent with announcement number CN210263409U discloses a new type of rubber seismic isolation bearing for construction. The shock-absorbing components of existing seismic isolation bearings mostly adopt a simple rubber and lead core structure, which is easy to undergo irreversible deformation due to long-term use, resulting in increasingly poor effects over time. At the same time, traditional bearings are not convenient to be tightly connected with other supporting structures during use, and have poor practicality. The stability of the rubber seismic isolation bearing can be increased by arranging rigid pads at equal intervals between the rubber pads, thereby avoiding irreversible deformation of the shock-absorbing pads during long-term use, thereby increasing the service life of the bearing. At the same time, the outer protective rubber sleeve with a seamless structure arranged on the outer surface of the shock-absorbing pad can increase the safety of the bearing and avoid rubber cracking due to excessive pressure. The lower mounting column and the upper mounting column can facilitate the fixed installation of the bearing and the mounting structure, thereby improving the practicality of the bearing and facilitating promotion and use.

[0004] During the use of the seismic isolation bearing, the seismic isolation pier has a large interface and is provided with a pre-buried solid steel plate, so the poured concrete is not easy to flow to the middle part. At the same time, since the center of the steel plate is not conducive to the discharge of air, gaps are easily generated under the pre-buried solid steel plate. In addition, because there is a pre-buried solid steel plate on the interface of the seismic isolation pier, the concrete in the pier part below the center of the steel plate cannot be vibrated, making it difficult to ensure the density of the concrete in the pier part below the center of the steel plate. Utility Model Content

[0005] In order to overcome the problems and defects in the prior art, the utility model provides a novel rubber seismic isolation bearing to solve the problems raised in the above background technology.

[0006] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a novel rubber seismic isolation bearing, comprising a rubber bearing, a seismic isolation mechanism is arranged on the outer side of the rubber bearing;

[0007] The seismic isolation mechanism includes a connecting steel plate, the connecting steel plate is fixedly mounted on the top of the rubber support, an embedded steel plate is arranged at the bottom of the connecting steel plate, the embedded steel plate is fixedly mounted at the bottom of the rubber support, mounting holes are provided on the top surfaces of the connecting steel plate and the embedded steel plate, circular through holes are provided on the top surfaces of the connecting steel plate and the embedded steel plate, a fixing sleeve is fixedly connected to the bottom of the connecting steel plate, and a sliding sleeve is fixedly connected to the top of the embedded steel plate;

[0008] A damper is fixedly installed at the bottom of the connecting steel plate, a connecting spring is sleeved on the outer side of the damper, and a lifting annular plate is fixedly connected to the bottom of the damper.

[0009] Preferably, the thickness and size of the connecting steel plate and the embedded steel plate are the same, and the number of the mounting holes is set to be multiple.

[0010] Preferably, the inner wall of the fixed sleeve is slidably connected to the outer wall of the sliding sleeve, and the inner diameter of the sliding sleeve is smaller than the inner diameter of the fixed sleeve.

[0011] Preferably, the top of the connecting spring is fixedly connected to the bottom of the connecting steel plate, and the bottom of the connecting spring is fixedly connected to the top of the lifting annular plate.

[0012] Preferably, the lifting annular plate is slidably connected to the inner wall of the fixed sleeve, and the lifting annular plate is arranged directly above the sliding sleeve.

[0013] Preferably, a mounting screw is installed inside the mounting hole, and the mounting hole and the mounting screw match each other.

[0014] Preferably, the fixed sleeve and the sliding sleeve are both made of asbestos fiber material.

[0015] Technical effects and advantages of the utility model:

[0016] 1. By setting up a seismic isolation mechanism, pouring concrete into the interior through the circular through holes reserved in the center of the embedded steel plate and the connecting steel plate, and vibrating the concrete, the concrete under the rubber bearing can be made more compact, which is conducive to the discharge of air, thereby effectively ensuring the construction quality. When the rubber bearing is deformed during seismic isolation, the sliding sleeve can slide inside the fixed sleeve, so that the total length of the fixed sleeve and the sliding sleeve changes with the rubber bearing. At the same time, the damper and the connecting spring are used for buffering and shock absorption, which can further improve the seismic isolation effect of the overall rubber bearing, better reduce the damage to the building structure caused by earthquakes, enhance the stability of the connection between the rubber bearing and the concrete structure, improve the stability and reliability of the entire building structure, reduce structural defects caused by loose concrete pouring, and reduce the risk of cracks or deformation in the later stage;

[0017] 2. By using asbestos fiber sliding sleeves and fixed sleeves to protect the rubber bearings, it can play a good fire prevention role. When a fire occurs, it can effectively protect the rubber bearings from the influence of high temperature, extend their service life, ensure the safety of the building structure in the fire, and enable the rubber bearings to maintain their performance in the fire, buying time for personnel evacuation and fire rescue. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 It is a schematic diagram of the overall structure of the utility model.

[0019] Figure 2 It is a schematic diagram of the split structure of the connecting steel plate and the embedded steel plate of the utility model.

[0020] Figure 3 This is a schematic diagram of the bottom structure of the connecting steel plate of the utility model.

[0021] Figure 4 For the utility model Figure 3 Schematic diagram of the structure viewed from above.

[0022] Figure 5 It is a front structural schematic diagram of the utility model.

[0023] The accompanying drawings are marked as follows: 1. rubber bearing; 2. connecting steel plate; 3. embedded steel plate; 4. mounting hole; 5. circular through hole; 6. fixing sleeve; 7. sliding sleeve; 8. damper; 9. connecting spring; 10. lifting annular plate; 11. mounting screw. DETAILED DESCRIPTION

[0024] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in 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.

[0025] As attached Figure 1-5 A novel rubber seismic isolation bearing shown includes a rubber bearing 1, and a seismic isolation mechanism is arranged on the outer side of the rubber bearing 1;

[0026] The seismic isolation mechanism includes a connecting steel plate 2, which is fixedly mounted on the top of the rubber bearing 1. An embedded steel plate 3 is arranged at the bottom of the connecting steel plate 2, and the embedded steel plate 3 is fixedly mounted at the bottom of the rubber bearing 1. The top surfaces of the connecting steel plate 2 and the embedded steel plate 3 are both provided with mounting holes 4. The top surfaces of the connecting steel plate 2 and the embedded steel plate 3 are both provided with circular through holes 5. A fixing sleeve 6 is fixedly connected to the bottom of the connecting steel plate 2, and a sliding sleeve 7 is fixedly connected to the top of the embedded steel plate 3.

[0027] A damper 8 is fixedly installed at the bottom of the connecting steel plate 2 , a connecting spring 9 is sleeved on the outer side of the damper 8 , and a lifting annular plate 10 is fixedly connected to the bottom of the damper 8 .

[0028] As attached Figure 1-5 As shown, the thickness and size of the connecting steel plate 2 and the embedded steel plate 3 are the same, and the number of the mounting holes 4 is set to be multiple, which is convenient for the installation and connection of the connecting steel plate 2 and the embedded steel plate 3 with the building concrete.

[0029] As attached Figure 1-5 As shown, the inner wall of the fixed sleeve 6 is slidably connected to the outer wall of the sliding sleeve 7 , and the inner diameter of the sliding sleeve 7 is smaller than the inner diameter of the fixed sleeve 6 , so that the sliding sleeve 7 can move inside the fixed sleeve 6 .

[0030] As attached Figure 3 , 4 As shown, the top of the connecting spring 9 is fixedly connected to the bottom of the connecting steel plate 2, the bottom of the connecting spring 9 is fixedly connected to the top of the lifting annular plate 10, the lifting annular plate 10 is slidably connected to the inner wall of the fixed sleeve 6, and the lifting annular plate 10 is arranged directly above the sliding sleeve 7 to improve the buffering effect of the overall support.

[0031] As attached Figure 1 As shown, a mounting screw 11 is installed inside the mounting hole 4, and the mounting hole 4 and the mounting screw 11 match each other, so as to facilitate the installation and fixation of the connecting steel plate 2 and the embedded steel plate 3 with the building concrete.

[0032] As attached Figure 1-5 As shown, the fixed sleeve 6 and the sliding sleeve 7 are both made of asbestos fiber material, and the fixed sleeve 6 and the sliding sleeve 7 have fire prevention and protection effects on the rubber bearing 1.

[0033] Working principle of the utility model: During use, a new type of rubber seismic isolation bearing provided by the utility model is embedded in concrete through the embedded steel plate 3 and the connecting steel plate 2, and the circular through hole 5 reserved in the center of the connecting steel plate 2 and the embedded steel plate 3 is used to pour concrete into the inside through the circular through hole 5, and the concrete is vibrated through the circular through hole 5 on the connecting steel plate 2 and the embedded steel plate 3, so that the concrete under the whole rubber bearing is more compact and conducive to the discharge of air, thereby ensuring the construction quality. At the same time, the rubber bearing 1 is protected by the sliding sleeve 7 and the fixed sleeve 6 made of asbestos fiber material to play a fire prevention role. When the rubber bearing 1 is deformed during seismic isolation, the sliding sleeve 7 can slide inside the fixed sleeve 6, so that the total length of the fixed sleeve 6 and the sliding sleeve 7 changes with the rubber bearing 1. At the same time, the damper 8 and the connecting spring 9 are used for buffering and shock absorption, thereby further improving the seismic isolation effect of the whole rubber bearing 1.

[0034] Finally: The above embodiments are only illustrative of the principles and effects of the present invention, and are not intended to limit the present invention. Anyone familiar with the technology may modify or change the above embodiments without violating the spirit and scope of the present invention. Therefore, all equivalent modifications or changes made by those with ordinary knowledge in the relevant technical field without departing from the spirit and technical ideas disclosed by the present invention should still be covered by the claims of the present invention.

Claims

1. A novel rubber seismic isolation bearing, comprising a rubber bearing (1), characterized in that: A seismic isolation mechanism is arranged on the outer side of the rubber bearing (1); The seismic isolation mechanism comprises a connecting steel plate (2), the connecting steel plate (2) being fixedly mounted on the top of the rubber support (1), the bottom of the connecting steel plate (2) being provided with an embedded steel plate (3), the embedded steel plate (3) being fixedly mounted on the bottom of the rubber support (1), the top surfaces of the connecting steel plate (2) and the embedded steel plate (3) both being provided with mounting holes (4), the top surfaces of the connecting steel plate (2) and the embedded steel plate (3) both being provided with circular through holes (5), the bottom of the connecting steel plate (2) being fixedly connected with a fixing sleeve (6), and the top of the embedded steel plate (3) being fixedly connected with a sliding sleeve (7); A damper (8) is fixedly mounted on the bottom of the connecting steel plate (2), a connecting spring (9) is sleeved on the outside of the damper (8), and a lifting annular plate (10) is fixedly connected to the bottom of the damper (8).

2. The rubber seismic isolation bearing according to claim 1, characterized in that: The connecting steel plate (2) and the embedded steel plate (3) have the same thickness and size, and the number of the mounting holes (4) is set to be multiple.

3. The novel rubber seismic isolation bearing according to claim 1 is characterized in that: The inner wall of the fixed sleeve (6) is slidably connected to the outer wall of the sliding sleeve (7), and the inner diameter of the sliding sleeve (7) is smaller than the inner diameter of the fixed sleeve (6).

4. The novel rubber seismic isolation bearing according to claim 1 is characterized in that: The top of the connecting spring (9) is fixedly connected to the bottom of the connecting steel plate (2), and the bottom of the connecting spring (9) is fixedly connected to the top of the lifting annular plate (10).

5. The novel rubber seismic isolation bearing according to claim 1 is characterized in that: The lifting annular plate (10) is slidably connected to the inner wall of the fixed sleeve (6), and the lifting annular plate (10) is arranged directly above the sliding sleeve (7).

6. The novel rubber seismic isolation bearing according to claim 1 is characterized in that: A mounting screw rod (11) is installed inside the mounting hole (4), and the mounting hole (4) and the mounting screw rod (11) match each other.

7. The novel rubber seismic isolation bearing according to claim 1 is characterized in that: The fixed sleeve (6) and the sliding sleeve (7) are both made of asbestos fiber material.

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