Anti-seismic structure of high-rise building

Abstract

The utility model relates to an anti-seismic structure, belongs to the technical field of high-rise building anti-seismic, and particularly relates to a high-rise building anti-seismic structure which comprises a bottom plate and an anti-seismic assembly, and notches are formed in the periphery of the inner side of the bottom plate. When the support is vibrated, the vertical plates can transmit vibration force to the supports and the supporting rods, when the supports are stressed to deform towards the inner side, the straight plates and the protective jackets form supports to support the supports, the supports can be prevented from deforming towards the inner side, meanwhile, the protective jackets and the straight plates are supported by the vertical rods, and the support effect is good. An original anti-seismic structure composed of the multiple supporting rods and the support is reinforced, the anti-seismic performance of the anti-seismic structure of the high-rise building is improved, and the danger of the anti-seismic structure of the high-rise building is eliminated; the problems that an existing shock insulation pad and an existing damping rod are prone to deformation, the anti-seismic performance of an anti-seismic structure of a high-rise building is reduced, and the danger of the anti-seismic structure of the high-rise building is increased are solved.

Description

Technical Field

[0001] The utility model relates to the technical field of earthquake resistance of high-rise buildings, in particular to an earthquake-resistant structure of a high-rise building. Background Art

[0002] The earthquake-resistant structure of high-rise buildings is an effective structure for resisting earthquakes in both vertical and horizontal directions, and can increase the escape time for high-rise residents during a major earthquake.

[0003] After searching, a Chinese patent with publication number CN219825696U discloses an earthquake-resistant structure of a high-rise building, including a base, on which an earthquake-resistant mechanism is provided, the earthquake-resistant mechanism includes a No. 1 earthquake-isolating pad fixedly mounted on the base, a connecting base is fixedly mounted on the No. 1 earthquake-isolating pad, an outer column is fixedly mounted on the upper surface of the connecting base, and a No. 1 inner column is fixedly mounted inside the outer column.

[0004] The earthquake-resistant structure of the high-rise building has a No. 1 inner column and a No. 2 inner column inside the outer column, and a damping rod and an earthquake-resistant pad between the No. 1 inner column and the No. 2 inner column. When an earthquake occurs, the inner column can swing slightly following the direction of the force of the earthquake wave, which can prevent the support column from colliding with the force of the earthquake wave and causing damage to the support column. At the same time, a No. 1 earthquake-isolating pad is provided between the base and the connecting base, and a No. 2 earthquake-isolating pad is provided between the No. 1 connecting plate and the No. 2 connecting plate, which can alleviate the impact force caused by the earthquake wave to a certain extent.

[0005] Combining the prior art and the device, it is found that:

[0006] The structure uses seismic isolation pads and damping rods. The strength of these materials cannot be compared with that of the wall and steel bars. When subjected to small vibrations, they will deform, which can easily cause permanent deformation of the seismic isolation pads and damping rods, reducing the seismic performance of the high-rise building's seismic resistance structure and increasing the danger of the high-rise building's seismic resistance structure. Utility Model Content

[0007] In order to solve the above technical problems, the utility model proposes an earthquake-resistant structure of a high-rise building. When subjected to vibration, multiple vertical plates will transmit the vibration force to multiple brackets and support rods. When the multiple brackets are deformed inwardly under the force, multiple straight plates and sheaths form a support to support the multiple brackets, thereby preventing the multiple brackets from deforming inwardly. At the same time, the vertical rods support the multiple sheaths and straight plates, and reinforce the original earthquake-resistant structure composed of multiple support rods and brackets, thereby improving the earthquake-resistant performance of the earthquake-resistant structure of the high-rise building and eliminating the danger of the earthquake-resistant structure of the high-rise building.

[0008] The technical solution for achieving the purpose of the utility model is: an earthquake-resistant structure of a high-rise building, including a base plate, the inner side of which is provided with slots all around, and also including: an earthquake-resistant component, which is arranged on the upper side of the base plate; the earthquake-resistant component includes a vertical pole fixed to the upper side of the base plate, and a plug-in board plugged into the inner sides of a plurality of slots, a plurality of sheaths are fixed at equal intervals on the outer sides of the plurality of sheaths, a plurality of straight plates distributed in a circle are fixed at equal intervals on the outer sides of the plurality of said sheaths, a vertical plate is fixed on one side of the plurality of said plug-in boards, and fillers are filled between the plurality of said vertical plates.

[0009] In some embodiments, support rods are fixed to the four corners of the upper side of the bottom plate, and a plurality of brackets are fixedly connected to the outer sides of the plurality of support rods at equal intervals.

[0010] In some embodiments, the plurality of slots are respectively adapted to a plurality of plug-in boards.

[0011] In some embodiments, the plurality of plug panels and vertical panels are precast concrete panels.

[0012] In some embodiments, the plurality of fillers are concrete.

[0013] In some embodiments, the plurality of straight plates are fixedly connected to a plurality of brackets respectively.

[0014] Compared with the prior art, the present invention has the following significant advantages:

[0015] When the utility model is subjected to vibration, the plurality of vertical plates will transmit the vibration force to the plurality of brackets and the support rods. When the plurality of brackets are deformed inwardly under the force, the plurality of straight plates and the protective sleeves form a support to support the plurality of brackets, thereby preventing the plurality of brackets from deforming inwardly. At the same time, the vertical rods support the plurality of protective sleeves and the straight plates, and reinforce the original earthquake-resistant structure composed of the plurality of support rods and the brackets, thereby improving the earthquake-resistant performance of the earthquake-resistant structure of the high-rise building and eliminating the danger of the earthquake-resistant structure of the high-rise building.

[0016] The invention solves the problem that the existing seismic isolation pads and damping rods are easy to deform, which reduces the seismic performance of the seismic structure of the high-rise building and increases the danger of the seismic structure of the high-rise building. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] The utility model is further explained below in conjunction with the accompanying drawings and embodiments:

[0018] Figure 1 This is a schematic diagram of the upper structure of the bottom plate provided in one embodiment of the utility model;

[0019] Figure 2 This is a schematic structural diagram of a bottom plate and a plurality of vertical plates in an assembled state provided in one embodiment of the utility model;

[0020] Figure 3 It is a schematic diagram of the structure of one of the vertical plates and the plug-in plate provided in one embodiment of the utility model;

[0021] Figure 4 The utility model provides in one embodiment Figure 1 Enlarged structural diagram at A in the middle.

[0022] Description of reference numerals:

[0023] 1. Base plate; 2. Earthquake-resistant assembly; 201. Vertical pole; 202. Sheath; 203. Straight plate; 3. Support rod; 4. Bracket; 5. Notch; 6. Plug-in plate; 7. Vertical plate; 8. Filler. DETAILED DESCRIPTION

[0024] The utility model is described in detail below, and the technical solutions in the embodiments of the utility model are clearly and completely described. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. 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.

[0025] The utility model provides an earthquake-resistant structure of a high-rise building through improvement. The technical solution of the utility model is:

[0026] like Figure 1-Figure 4 As shown, a seismic-resistant structure of a high-rise building includes a base plate 1, and slots 5 are arranged around the inner side of the base plate 1. It also includes: a seismic-resistant component 2, which is arranged on the upper side of the base plate 1; the seismic-resistant component 2 includes a vertical pole 201 fixed to the upper side of the base plate 1, and a plug-in board 6 plugged into the inner sides of multiple slots 5, multiple sheaths 202 are fixed at equal intervals on the outer side of the vertical pole 201, and multiple straight plates 203 distributed in a circle are fixed at equal intervals on the outer sides of the multiple sheaths 202, and vertical plates 7 are fixed on one side of the multiple plug-in boards 6. Fillers 8 are filled between the multiple vertical plates 7, and the multiple plug-in boards 6 are respectively plugged into the multiple slots 5. At this time, the multiple vertical plates 7 will wrap the base plate 1, and the fillers 8 are poured into the inside. The fillers 8 fix the multiple vertical plates 7 and the base plate 1 through their own concrete material to form a seismic-resistant system.

[0027] like Figure 1 As shown, in one embodiment, support rods 3 are fixed to the four upper corners of the base plate 1, and multiple brackets 4 are fixedly connected to the outer sides of the multiple support rods 3 at equal intervals, which further improves the earthquake resistance effect.

[0028] like Figure 1 and Figure 3 As shown, in one embodiment, a plurality of slots 5 are respectively matched with a plurality of plug-in boards 6, thereby ensuring the feasibility of the device.

[0029] like Figure 3 As shown, in one embodiment, in order to improve the compression resistance of the plurality of plug-in plates 6 and the vertical plates 7, the plurality of plug-in plates 6 and the vertical plates 7 are all prefabricated concrete plates.

[0030] like Figure 2 As shown, in one embodiment, the multiple fillers 8 are concrete. After pouring, the characteristics of concrete can be used to make the earthquake-resistant component 2, the multiple support rods 3 and the bracket 4 form a whole.

[0031] like Figure 1 As shown, in one embodiment, the plurality of straight plates 203 are respectively fixedly connected to the plurality of brackets 4 , thereby ensuring the supporting effect of the plurality of straight plates 203 on the plurality of brackets 4 .

[0032] The specific working method is: when in use, multiple plug-in plates 6 are respectively plugged into multiple slots 5, at this time, multiple vertical plates 7 will wrap the bottom plate 1, and filler 8 will be poured into the inside. The filler 8 fixes the multiple vertical plates 7 and the bottom plate 1 through its own concrete material. When subjected to vibration, the multiple vertical plates 7 will transmit the vibration force to the multiple support rods 3 and the brackets 4. When the multiple brackets 4 are deformed inwardly under the force, the multiple straight plates 203 and the sheaths 202 form a support for the multiple brackets 4, which can prevent the multiple brackets 4 from deforming inwardly. At the same time, the vertical poles 201 support the multiple sheaths 202 and the straight plates 203, and reinforce the original seismic structure composed of the multiple support rods 3 and the brackets 4, thereby improving the seismic performance. The filler 8 makes the seismic component 2, the multiple support rods 3 and the brackets 4 form a whole.

[0033] The technical means disclosed in the utility model are not limited to the technical means disclosed in the above technical means, but also include technical solutions composed of equivalent replacement of the above technical features. Matters not covered in the utility model belong to the common knowledge of those skilled in the art.

Claims

1. A high-rise building earthquake-resistant structure, comprising a base plate (1), wherein the base plate (1) is provided with notches (5) on all sides of its inner side, characterized in that: Also includes: An anti-seismic component (2), the anti-seismic component (2) being arranged on the upper side of the base plate (1); The anti-seismic assembly (2) comprises a vertical pole (201) fixed to the upper side of the base plate (1), and a plug-in board (6) plugged into the inner side of a plurality of slots (5); a plurality of protective sleeves (202) are fixed at equal intervals on the outer side of the vertical pole (201); a plurality of straight plates (203) distributed in a circumference are fixed at equal intervals on the outer side of the plurality of protective sleeves (202); a vertical plate (7) is fixed to one side of the plurality of plug-in boards (6); and fillers (8) are filled between the plurality of vertical plates (7).

2. The earthquake-resistant structure of a high-rise building according to claim 1, characterized in that: Support rods (3) are fixed to the four upper corners of the bottom plate (1), and a plurality of brackets (4) are fixedly connected to the outer sides of the plurality of support rods (3) at equal intervals.

3. The earthquake-resistant structure of a high-rise building according to claim 1, characterized in that: The plurality of notches (5) are respectively matched with the plurality of plug-in boards (6).

4. The earthquake-resistant structure of a high-rise building according to claim 1, characterized in that: The plurality of plug-in plates (6) and vertical plates (7) are all prefabricated concrete plates.

5. The earthquake-resistant structure of a high-rise building according to claim 1, characterized in that: The plurality of fillers (8) are specifically concrete.

6. The earthquake-resistant structure of a high-rise building according to claim 1, characterized in that: The plurality of straight plates (203) are respectively fixedly connected to the plurality of brackets (4).

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