CN219365013U - Anti-seismic frame structure of high-rise building - Google Patents

Abstract

The utility model discloses an earthquake-resistant frame structure of a high-rise building, which comprises pre-buried support columns, wherein the upper surfaces of the two pre-buried support columns are fixedly connected with bearing plates, the upper surfaces of the bearing plates are fixedly connected with bearing blocks, the upper surfaces of the bearing blocks are fixedly connected with bearing platforms, the upper surfaces of the bearing platforms are fixedly connected with high-strength support substrates, and the outer surfaces of the two pre-buried support columns are fixedly connected with limiting protection bases. Through set up two sets of attenuator on the bearing plate, can effectually prevent to shake the decompression to the plummer like this, moreover, through set up spacing protection base on pre-buried support column, so both can make the plummer more firm, can also increase the contact surface with the concrete, make it more steady, this antidetonation frame construction is stable, is difficult for producing the shake, has effectively prevented that the condition that the building from taking place the shake from taking place, resident living and living experience are good, and shock resistance is better.

Description

Anti-seismic frame structure of high-rise building

Technical Field

The utility model relates to the field of earthquake resistance of high-rise buildings, in particular to an earthquake-resistant frame structure of a high-rise building.

Background

The high-rise building is a residential building with the height of more than 27 meters and other non-single-layer civil buildings with the building height of more than 24 meters, after the production and consumption development of all cities in the world reach a certain degree, no effort is made to improve the number of layers of the urban building, and practice proves that the high-rise building can bring obvious social and economic benefits, firstly, the high-rise building can utilize the connection distance between vertical and transverse traffic shortening departments in the building to concentrate the population, thereby improving the efficiency, and secondly, the high-rise building can greatly reduce the land used for large-area buildings and save land resources.

The chinese patent with publication number CN214090453U discloses an earthquake-resistant frame structure for high-rise buildings, but the earthquake-resistant frame structure in the above patent is not stable enough, and is easy to shake, so that the building is easy to shake, and the life experience of the inside residents is affected, and the earthquake-resistant performance is poor, therefore, a person skilled in the art provides an earthquake-resistant frame structure for high-rise buildings, so as to solve the problems set forth in the above background art.

Disclosure of Invention

The utility model aims to provide an anti-seismic frame structure of a high-rise building, which aims to solve the problems that in the prior art, the anti-seismic frame structure is not stable enough, shake is easy to occur, the building is easy to shake, living experience of internal residents is influenced, and anti-seismic performance is poor.

According to one aspect of the utility model, an earthquake-resistant frame structure of a high-rise building is provided, the earthquake-resistant frame structure comprises pre-buried support columns, the upper surfaces of the two pre-buried support columns are fixedly connected with bearing plates, the upper surfaces of the bearing plates are fixedly connected with bearing blocks, the upper surfaces of the bearing blocks are fixedly connected with bearing platforms, the upper surfaces of the bearing platforms are fixedly connected with high-strength support substrates, the outer surfaces of the two pre-buried support columns are fixedly connected with limit protection bases together, the upper surfaces of the bearing plates are hinged with two groups of symmetrical dampers through pin shafts, one end of each group of dampers far away from the bearing plates is hinged with a supporting block through pin shafts, the upper surfaces of the supporting blocks are fixedly connected with stress plates, the upper surfaces of each group of stress plates are fixedly connected with the bottom surfaces of the bearing platforms, the upper surfaces of the bearing plates are fixedly connected with two earthquake-resistant plates, the two earthquake-resistant plates are respectively positioned in the middle of each group of dampers, the left side surface and the right side surfaces of each pre-buried support column are fixedly connected with L-shaped reinforcement plates through bolts, and the upper surfaces of the two L-shaped reinforcement plates are fixedly connected with limit protection bases through bolts.

In some embodiments, a rectangular plate is arranged below the embedded support column, and the upper surface of the rectangular plate is fixedly connected with the bottom surface of the embedded support column.

In some embodiments, the left and right sides of the pre-buried support column are fixedly connected with triangular reinforcing plates, and the bottom surfaces of the triangular reinforcing plates are connected with the upper surface of the rectangular plate.

In some embodiments, the outer ring of the pre-buried support column is provided with three groups of steel bar columns, and one end of each group of steel bar columns, which is close to each other, is respectively connected with the front surface of the pre-buried support column and the back surface of the pre-buried support column.

In some embodiments, the upper surface of the limit protection base is fixedly connected with two groups of support plates, and the upper surface of each group of support plates is connected with the bottom surface of the bearing table.

In some embodiments, the inner wall of the L-shaped reinforcing plate is fixedly connected with a stabilizing plate, and the upper surface of the stabilizing plate is connected with the inner top wall of the L-shaped reinforcing plate.

In some embodiments, the outer surface of the high-strength support substrate is provided with a plurality of through holes, and the through holes are rectangular in shape.

Compared with the prior art, the utility model has the beneficial effects that:

this high-rise building's antidetonation frame construction through setting up two sets of attenuator on the bearing plate, can effectually prevent the plummer from antidetonation decompression like this, moreover, through setting up spacing protection base on pre-buried support column, both can make the plummer more firm like this, can also increase the contact surface with concrete, make it more steady, this antidetonation frame construction is stable, is difficult for producing the shake, has effectively prevented that the condition that the building from taking place to shake from taking place, resident living and living experience are good, and the shock resistance is better.

Drawings

FIG. 1 is a schematic perspective view of a high-strength support base plate of an earthquake-resistant frame structure of a high-rise building;

FIG. 2 is a cross-sectional view of a front view of a limit guard base of an earthquake-resistant frame structure of a high-rise building;

FIG. 3 is a top view of a high-rise building earthquake resistant frame structure load bearing plate;

fig. 4 is a side view of an L-shaped reinforcement plate for an earthquake-resistant frame structure of a high-rise building.

In the figure: 1. embedding a support column; 2. a carrying platform; 3. a limit protection base; 4. a high-strength support substrate; 5. a rectangular plate; 6. a steel bar column; 7. a bearing plate; 8. a damper; 9. a support block; 10. a force-bearing plate; 11. a support plate; 12. an L-shaped reinforcing plate; 13. triangular reinforcing plates; 14. a bearing block; 15. an anti-vibration plate; 16. a bolt; 17. a stabilizing plate; 18. and (5) a through hole.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1 to 4, the application provides an anti-seismic frame structure of high-rise building, including pre-buried support column 1, the equal fixedly connected with bearing plate 7 of upper surface of two pre-buried support columns 1, the upper surface fixedly connected with spandrel 14 of bearing plate 7, the upper surface fixedly connected with plummer 2 of spandrel 14, the upper surface fixedly connected with high strength support base plate 4 of plummer 2, the surface joint fixedly connected with spacing protection base 3 of two pre-buried support columns 1, the upper surface of bearing plate 7 articulates through the round pin axle has two sets of symmetrical attenuator 8, the one end that bearing plate 7 was kept away from to every group of attenuator 8 all articulates through the round pin axle has supporting shoe 9, the upper surface fixedly connected with atress board 10 of supporting shoe 9, the upper surface of every group atress board 10 all is fixedly connected with the bottom surface of plummer 2, the upper surface fixedly connected with two shock-proof plates 15 of bearing plate 7, two shock-proof plates 15 are located the centre of every group of attenuator 8 respectively, the left and right sides face of pre-buried support column 1 all is connected with L shape reinforcing plate 12 through bolt 16, the upper surface that two L shape reinforcing plate 12 all is connected with spacing protection base 3 through bolt 16.

The below of pre-buried support column 1 is equipped with rectangular plate 5, the upper surface of rectangular plate 5 and the bottom surface fixed connection of pre-buried support column 1, through set up rectangular plate 5 in the bottom surface of pre-buried support column 1, can increase the contact surface between pre-buried support column 1 and the ground like this, the equal fixedly connected with triangle gusset plate 13 of left and right both sides face of pre-buried support column 1, the bottom surface of two triangle gusset plates 13 all is connected with the upper surface of rectangular plate 5, through setting up two triangle gusset plates 13, can make the more firm of being connected between pre-buried support column 1 and the rectangular plate 5 like this, the outer lane of pre-buried support column 1 is equipped with three sets of reinforcing bar post 6, the one end that every set of reinforcing bar post 6 is close to each other is connected with the front of pre-buried support column 1 and the back of pre-buried support column 1 respectively, through set up three sets of reinforcing bar post 6 on the surface of pre-buried support column 1, intensity before pre-buried support column 1 and concrete can be increased like this.

The upper surface fixedly connected with two sets of backup pads 11 of spacing protection base 3, the upper surface of every backup pad 11 of group all is connected with the bottom surface of plummer 2, through setting up two backup pads 11, can alleviate the bearing weight of spandrel 14 like this, the inner wall fixedly connected with firm board 17 of L shape gusset plate 12, the upper surface of firm board 17 is connected with the interior roof of L shape gusset plate 12, through setting up firm board 17 in the inside of L shape gusset plate 12, can strengthen the intensity of L shape gusset plate 12 like this, a plurality of through openings 18 have been seted up to the surface of high strength support base plate 4, the shape of through openings 18 is the rectangle, through seting up through opening 18 on high strength support base plate 4, can make the concrete solidify fast like this.

The working principle of the utility model is as follows: the staff passes through bolt 16 with L shape gusset plate 12 to be fixed on pre-buried support column 1, then, the staff places four prefabricated holes inside in proper order with pre-buried support column 1, then, the staff is to the inside concrete pouring of prefabricated hole and make the upper surface of concrete and the bottom surface contact of spacing protection base 3, and the horizontal impact force of earthquake can be balanced to the attenuator 8 of plummer 2 below, and two structures such as high strength support base plate 4 and shock-proof plate 15 can effectually fight against longitudinal earthquake wave.

Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.

Claims (7)

1. The utility model provides a high-rise building's anti-seismic frame structure, includes pre-buried support column (1), its characterized in that, two the equal fixedly connected with bearing plate (7) of upper surface of pre-buried support column (1), the upper surface fixedly connected with bearing block (14) of bearing plate (7), the upper surface fixedly connected with plummer (2) of bearing block (14), the upper surface fixedly connected with high strength supporting baseplate (4) of plummer (2), two the surface of pre-buried support column (1) is fixedly connected with spacing protection base (3) jointly, the upper surface of bearing plate (7) articulates through the round pin axle has two sets of symmetrical attenuator (8), and every group attenuator (8) are kept away from the one end of bearing plate (7) and are all articulated through the round pin axle have supporting shoe (9), the upper surface fixedly connected with atress board (10) of supporting shoe (9), the upper surface of atress board (10) of every group all is connected with the bottom surface fixedly connected with plummer (2), the upper surface fixedly connected with two shock-proof plates (15) of bearing plate (7), two sets of attenuator (15) are located two sets of shock-proof plates (8) respectively through two intermediate anchor clamps (16) respectively, the upper surfaces of the two L-shaped reinforcing plates (12) are connected with the bottom surface of the limit protection base (3) through bolts (16).

2. The earthquake-resistant frame structure of the high-rise building according to claim 1, wherein a rectangular plate (5) is arranged below the embedded support column (1), and the upper surface of the rectangular plate (5) is fixedly connected with the bottom surface of the embedded support column (1).

3. The earthquake-resistant frame structure of a high-rise building according to claim 2, wherein triangular reinforcing plates (13) are fixedly connected to the left side surface and the right side surface of the embedded support column (1), and the bottom surfaces of the triangular reinforcing plates (13) are connected with the upper surface of the rectangular plate (5).

4. The earthquake-resistant frame structure of the high-rise building according to claim 1, wherein three groups of steel bars (6) are arranged on the outer ring of the embedded support column (1), and one end, close to each other, of each group of steel bars (6) is respectively connected with the front surface of the embedded support column (1) and the back surface of the embedded support column (1).

5. The earthquake-resistant frame structure of a high-rise building according to claim 1, wherein the upper surface of the limit protection base (3) is fixedly connected with two groups of support plates (11), and the upper surface of each group of support plates (11) is connected with the bottom surface of the bearing table (2).

6. The earthquake-resistant frame structure of a high-rise building according to claim 1, wherein the inner wall of the L-shaped reinforcing plate (12) is fixedly connected with a stabilizing plate (17), and the upper surface of the stabilizing plate (17) is connected with the inner top wall of the L-shaped reinforcing plate (12).

7. The earthquake-resistant frame structure of a high-rise building according to claim 1, wherein a plurality of through openings (18) are formed in the outer surface of the high-strength support base plate (4), and the through openings (18) are rectangular in shape _。