CN212743000U

CN212743000U - Shock-absorbing connecting structure for high-rise building

Info

Publication number: CN212743000U
Application number: CN202020889953.9U
Authority: CN
Inventors: 安博; 孙中和; 安琪; 王仲威
Original assignee: Shenzhen Modern City Architectural Design Ltd
Current assignee: Shenzhen Modern City Architectural Design Ltd
Priority date: 2020-05-22
Filing date: 2020-05-22
Publication date: 2021-03-19
Anticipated expiration: 2030-05-22

Abstract

The utility model belongs to the technical field of building shock-absorbing structure's technique and specifically relates to a high-rise building shock attenuation connection structure is related to, including the bottom house and set up in a plurality of support columns of bottom house bottom, a plurality of support columns evenly set up in bottom house bottom and keep away from its central department, bottom house bottom surface is provided with a plurality of damper, the coupling assembling who is connected with a plurality of support columns is worn to be equipped with by the damper bottom, there is the interval between the adjacent damper and it all lies in a plurality of support columns and encloses the space of establishing formation, damper includes that first damping piece and two set up respectively in the second damping piece of first damping piece top and bottom. The utility model discloses better shock attenuation effect has.

Description

Shock-absorbing connecting structure for high-rise building

Technical Field

The utility model belongs to the technical field of building shock-absorbing structure's technique and specifically relates to a high-rise building shock attenuation connection structure is related to.

Background

The earthquake has great damage to the building, particularly the disturbance on the high-rise building is greatly improved, particularly the masonry structure which accounts for 80-90% of the village and town buildings is not subjected to earthquake fortification or adopts inferior earthquake-resistant technical measures.

Chinese patent with publication number CN108018961A discloses a building damping device, including building wall, building wall bottom and shock attenuation cell body fixed connection, and the inside shock attenuation annular post that is provided with of shock attenuation cell body, shock attenuation cell body bottom sets up the fixed slot, building wall side and shock attenuation post fixed connection, and be provided with the draw-in groove on the shock attenuation post, draw-in groove and building wall side constitute parallel connection structure, building wall upper portion and fixed cell body fixed connection, and the inside equal fixed mounting of fixed cell body and draw-in groove has the elastic cotton board. This building damping device is through fixing at building bottom wall body, and the side is through shock attenuation annular post, damping spring and concrete combination jointly support shock-absorbing structure to carry out the shock attenuation.

The above prior art solutions have the following drawbacks: the different wall bodies of direction are provided with corresponding shock attenuation annular post, and the earthquake in-process, the direction that its shock wave relates to differs, leads to its direction of empting of adjacent wall body to differ easily to thereby lead to adjacent wall body to drag the condition that leads to the drawing to split each other.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art exists, the utility model aims at providing a high-rise building shock attenuation connection structure improves holistic shock attenuation effect, and plays the effect of protection to high-rise building.

The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:

the utility model provides a high-rise building shock attenuation connection structure, includes the basement house and sets up in a plurality of support columns of basement house bottom, and is a plurality of the support column evenly sets up in basement house bottom and keeps away from its central department, basement house bottom surface is provided with a plurality of damper, the coupling assembling who is connected with a plurality of support columns is worn to be equipped with in the damper bottom, and is adjacent there is the interval and it all lies in a plurality of support columns to enclose between the damper and establishes the space of forming, damper includes first shock attenuation piece and two second shock attenuation pieces that set up respectively in first shock attenuation piece top and bottom.

Through adopting above-mentioned technical scheme for absorbing damper connects in the bottom in bottom house, thereby receive the earthquake influence to lead to the bottom house directly to carry out the shock attenuation through damper when rocking, thereby reduce to connect the wall body at bottom house top and receive the condition that damper direction differs power leads to its drawing to split.

The utility model discloses can further configure to in a preferred example, the vertical side of first bumper shock absorber is the arcwall face, and the sunken orientation of this arcwall face sets up towards the vertical side of keeping away from adjacent first bumper shock absorber.

Through adopting above-mentioned technical scheme, there is the interval between the first damper, prevents that first damper swing process from receiving the influence.

The present invention may be further configured in a preferred example, wherein the coupling assembly comprises: the first cross rods horizontally penetrate through the first shock absorbing pieces below the second shock absorbing pieces; the second cross rods horizontally penetrate through the plurality of first damping pieces and penetrate through the corresponding first cross rods; wherein, the diameter of second horizontal pole is less than the diameter of first horizontal pole, and is a plurality of first horizontal pole and the structure of second horizontal pole connection formation similar groined type, the lateral wall that the support column is close to first bumper shock absorber is provided with the end connection with first horizontal pole or second horizontal pole and supplies first horizontal pole or the gliding sliding assembly of second horizontal pole on the horizontal direction.

Through adopting above-mentioned technical scheme, add first horizontal pole and second horizontal pole and can maintain the shock attenuation effect, can improve holistic connection stability again.

The present invention may be further configured in a preferred example, wherein the sliding assembly comprises: the sliding cylinder is horizontally arranged on the supporting column and close to the side wall of the first damping piece, and the first cross rod or the second cross rod is inserted into the sliding cylinder; the sliding cover is connected to the end part of the sliding cylinder far away from the supporting column through threads; the first elastic piece is arranged in the sliding cylinder, and the deformation direction of the first elastic piece is parallel to the length direction of the sliding cylinder; the side wall of the sliding cylinder is provided with a through hole for the first cross rod or the second cross rod to be inserted into the sliding cylinder, and the through hole penetrates through the end part of the sliding cylinder close to the sliding cover.

Through adopting above-mentioned technical scheme, during the earthquake, first shock attenuation piece can slightly rock, and then the position of first horizontal pole and second horizontal pole can take place the motion in step, consequently sets up first elastic component and plays absorbing effect.

The utility model discloses can further configure to in a preferred example, be provided with a plurality of length direction in the sliding cylinder and be on a parallel with the elastic plate of sliding cylinder length direction, be provided with the second elastic component between elastic plate and the sliding cylinder inner wall, the tip of first horizontal pole, second horizontal pole all is provided with the elastic block with first elastic component butt, the lateral wall butt of second elastic component is kept away from with the elastic plate to the lateral wall of elastic block.

Through adopting above-mentioned technical scheme, add elastic plate and second elastic component, further improve holistic shock attenuation effect.

The utility model discloses can further configure to in a preferred example, the lateral wall that the support column is close to the slip section of thick bamboo is provided with and supplies the slip section of thick bamboo to insert the base of establishing, the depressed part of base is provided with the skid resistant course.

Through adopting above-mentioned technical scheme, because the whole slight removal that can take place of seismic process, the sliding cylinder is for dismantling with being connected of support column, improves holistic shock attenuation effect.

The utility model discloses can further configure to in a preferred example, the perpendicular cross-section of elasticity piece is trapezoidal, the great base of elasticity piece perpendicular cross-sectional length is kept away from first elastic component.

Through adopting above-mentioned technical scheme, the perpendicular cross-section of elastic block is trapezoidal, and when first horizontal pole or second horizontal pole were close to the slide cartridge, thereby it can extrude the elastic plate and make the second elastic component take place elastic deformation, helps improving holistic shock attenuation effect.

The present invention may be further configured in a preferred example such that the length of the elastic plate is greater than the length of the first elastic member when the first elastic member is stationary.

Through adopting above-mentioned technical scheme, the elastic plate plays spacing and effect of protection to first elastic component.

To sum up, the utility model discloses a following at least one useful technological effect:

1. the damping assembly for damping is connected to the bottom of the bottom house, and when the bottom house shakes due to the influence of an earthquake, damping can be directly performed through the damping assembly, so that the situation that the wall connected to the top of the bottom house is pulled apart due to the fact that the wall is stressed by different directions of the damping assembly is reduced;

2. a distance exists between the first damping pieces, so that the swinging process of the first damping pieces is prevented from being influenced;

3. the elastic plate and the second elastic piece are additionally arranged, and the overall damping effect is further improved.

Drawings

Fig. 1 is a sectional view of a shock-absorbing coupling structure for high-rise buildings.

Fig. 2 is a partially enlarged schematic view of a portion a in fig. 1.

In the figure, 1, a bottom layer house; 2. a support pillar; 3. a shock absorbing assembly; 31. a first damper; 32. a second damping member; 4. a connecting assembly; 41. a first cross bar; 42. a second cross bar; 5. a sliding assembly; 51. a sliding cylinder; 52. a sliding cover; 53. a first elastic member; 54. a through hole; 55. an elastic plate; 56. a second elastic member; 57. a base; 58. an anti-slip layer; 59. an elastic block.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

Referring to fig. 1, for the utility model discloses a high-rise building shock attenuation connection structure, including bottom house 1 and set up in a plurality of support columns 2 of 1 bottom in bottom house, according to the actual area of 1 bottom in bottom house to set up the support column 2 that quantity is suitable, and a plurality of support columns 2 evenly set up in 1 bottom in bottom house and keep away from its central department.

1 bottom surface in bottom house is provided with a plurality of damper 3, damper 3 all is located a plurality of support columns 2 and encloses the space of establishing the formation, according to the actual area of 1 bottom in bottom house to set up the damper 3 that quantity is suitable, in this embodiment, damper 3 quantity is 9 and it is the matrix arrangement, has the interval between the adjacent damper 3, when damper 3 takes place to rock slightly, adjacent damper 3 can not influence each other.

The damping component 3 comprises a first damping member 31 and two second damping members 32, the second damping members 32 are arranged in a rectangular shape, the two second damping members 32 are fixedly connected to the top and the bottom of the first damping member 31 respectively, and the cross-sectional area of the second damping member 32 is equal to the top surface and the bottom surface of the first damping member 31. Further, for improving holistic shock attenuation effect, the vertical side of first damper 31 is the arcwall face, and the sunken orientation of this arcwall face sets up towards the vertical side of keeping away from adjacent first damper 31, and first damper 31 and second damper 32 are made by rubber, and it possesses higher hardness and has certain elasticity.

Connecting assemblies 4 connected with corresponding supporting columns 2 are arranged between 9 first shock absorbing members 31 far away from the bottom layer house 1, and the connecting assemblies 4 are located on the same horizontal plane.

The connecting assembly 4 comprises a plurality of first cross bars 41 and a plurality of second cross bars 42, the first cross bars 41 horizontally penetrate through a plurality of first shock absorbing members 31, the second cross bars 42 horizontally penetrate through a plurality of first shock absorbing members 31, the diameter of the second cross bars 42 is smaller than that of the first cross bars 41, the first cross bars 41 and the second cross bars 42 are connected to form a structure similar to a # -shaped structure, 9 shock absorbing assemblies 3 are distributed in a matrix manner, 3 shock absorbing assemblies are arranged on the first cross bars 41 and the second cross bars 42, sliding assemblies 5 which are connected with the end portions of the first cross bars 41 or the second cross bars 42 and used for sliding the first cross bars 41 or the second cross bars 42 in the horizontal direction are arranged on the side walls of the supporting columns 2 close to the first shock absorbing members 31, the number of the supporting columns 2 is adjusted correspondingly due to the number of the first cross bars 41 and the second cross bars 42, the number of the supporting columns 2 is 12 correspondingly, and the number of the sliding assemblies 5 is 12, so as to correspond to the ends of the first and

second rails

41 and 42.

Referring to fig. 1 and 2, the sliding assembly 5 includes a sliding cylinder 51, a sliding cover 52 and a first elastic member 53, the sliding cylinder 51 is horizontally connected to the side wall of the supporting column 2 near the first shock absorbing member 31, the sliding cylinder 51 is hollow, an opening for the first cross bar 41 or the second cross bar 42 to be inserted is formed at one end of the sliding cylinder 51, the sliding cover 52 is screwed to the end portion of the sliding cylinder 51 near the opening, one end of the first elastic member 53 is fixedly connected to the inside of the sliding cylinder 51, the deformation direction of the first elastic member 53 is parallel to the length direction of the sliding cylinder 51, and the first cross bar 41 or the second cross bar 42 penetrates through the corresponding sliding cover 52 and extends into the sliding cylinder 51 to abut against the end portion of the first elastic member 53. Further, in order to facilitate installation, a through hole 54 for the first cross bar 41 or the second cross bar 42 to be inserted into the sliding cylinder 51 is formed in a side wall of the sliding cylinder 51, the through hole 54 penetrates through an end portion of the sliding cylinder 51 close to the sliding cover 52, the width of the through hole 54 is larger than the diameter of the first cross bar 41, when the installation is performed, the first cross bar 41 or the second cross bar 42 firstly penetrates through the corresponding sliding cover 52 and is inserted into the corresponding sliding cylinder 51 through the through hole 54, the sliding cover 52 is rotated so that the sliding cover 52 is in threaded connection with the sliding cylinder 51, the first cross bar 41 or the second cross bar 42 is always located in the sliding cylinder 51, and the first cross bar 41 or the second cross bar 42 is abutted against the first elastic member 53. Further, in order to limit the position of the first elastic member 53, the length of the through hole 54 plus the length of the first elastic member 53 at rest is smaller than the length of the sliding cylinder 51, and the first elastic member 53 located in the sliding cylinder 51 at rest cannot be seen through the through hole 54.

In order to enhance the overall shock absorption effect, 3 elastic plates 55 with the length direction parallel to the length direction of the sliding cylinder 51 are connected in the sliding cylinder 51, the first cross bar 41 or the second cross bar 42 is positioned between the 3 elastic plates 55, the sliding cylinder 51 has a limiting effect on the elastic plates 55, the length of the elastic plates 55 is greater than that of the first elastic pieces 53 when the elastic plates 55 are static, but the length of the elastic plates 55 plus the through holes 54 is less than that of the sliding cylinder 51, and the elastic plates 55 positioned in the sliding cylinder 51 cannot be seen through the through holes 54. The second elastic piece 56 is arranged between the elastic plate 55 and the inner wall of the sliding cylinder 51, the end parts of the first cross bar 41 and the second cross bar 42 are respectively provided with an elastic block 59 abutted to the first elastic piece 53, the side wall of the elastic block 59 is abutted to the side wall of the elastic plate 55 far away from the second elastic piece 56, the vertical section of the elastic block 59 is trapezoidal, the bottom edge of the elastic block 59 with larger vertical section length is far away from the first elastic piece 53, namely the elastic block 59 can be driven to extrude 3 elastic plates 55 when the first cross bar 41 or the second cross bar 42 moves, at the moment, the first elastic piece 53 and the second elastic piece 56 are synchronously deformed, and therefore the better damping effect is achieved.

The position of the sliding cylinder 51 is adjustable, the side wall of the supporting column 2 close to the sliding cylinder 51 is provided with a base 57 for the sliding cylinder 51 to be inserted, the concave part of the base 57 is provided with an anti-slip layer 58, the anti-slip layer 58 is made of rubber materials, and the sliding cylinder 51 can extrude the anti-slip layer 58 to slightly shift when being affected by an earthquake.

The implementation principle of the embodiment is as follows: thereby select the damper 3 that the quantity differs according to the area of bottom house 1, insert between damper 3 and establish a plurality of first horizontal poles 41 and second horizontal pole 42, insert and establish its tip after the completion and insert through-hole 54 and locate in slide cylinder 51, when the earthquake appears, firstly, damper 3 can play the shock attenuation effect, secondly, first horizontal pole 41 and second horizontal pole 42 receive in step and can extrude first elastic component 53 after promoting, second elastic component 56, elastic block 59 and elastic plate 55, thereby make holistic shock attenuation effect better.

The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims

1. The utility model provides a high-rise building shock attenuation connection structure, includes bottom house (1) and sets up in a plurality of support columns (2) of bottom house (1) bottom, and is a plurality of support column (2) evenly set up in bottom house (1) bottom and keep away from its central department, its characterized in that, bottom house (1) bottom surface is provided with a plurality of damper (3), damper (3) bottom is worn to be equipped with coupling assembling (4) of being connected with a plurality of support columns (2), and is adjacent there is interval and it all to be located a plurality of support columns (2) between damper (3) and encloses the space of establishing the formation, damper (3) include first damper (31) and two second damper (32) that set up respectively in first damper (31) top and bottom.

2. The shock-absorbing attachment structure for high-rise buildings according to claim 1, wherein the vertical side of the first shock-absorbing member (31) has an arc-shaped surface, and the concave direction of the arc-shaped surface is set away from the vertical side of the adjacent first shock-absorbing member (31).

3. The high-rise building shock-absorbing connection structure according to claim 1, wherein the connection assembly (4) comprises: a plurality of first cross rods (41) horizontally penetrate through the first shock absorbing pieces (31) positioned below the second shock absorbing pieces (32); a plurality of second cross rods (42) horizontally penetrate through the plurality of first shock absorbing pieces (31) and penetrate through the corresponding first cross rods (41); the diameter of the second cross rod (42) is smaller than that of the first cross rod (41), the first cross rods (41) and the second cross rods (42) are connected to form a structure similar to a Chinese character jing, and a sliding assembly (5) which is connected with the end portion of the first cross rod (41) or the second cross rod (42) and used for the first cross rod (41) or the second cross rod (42) to slide in the horizontal direction is arranged on the side wall, close to the first shock absorption piece (31), of the supporting column (2).

4. The high-rise building shock-absorbing attachment structure according to claim 3, wherein the sliding member (5) comprises: the sliding cylinder (51) is horizontally arranged on the supporting column (2) and close to the side wall of the first shock absorption piece (31) and used for inserting the first cross rod (41) or the second cross rod (42); the sliding cover (52) is connected to the end part of the sliding cylinder (51) far away from the supporting column (2) in a threaded manner; a first elastic member (53) which is arranged in the sliding cylinder (51) and the deformation direction of which is parallel to the length direction of the sliding cylinder (51); the side wall of the sliding cylinder (51) is provided with a through hole (54) for the first cross bar (41) or the second cross bar (42) to be inserted into the sliding cylinder (51), and the through hole (54) penetrates through the end part of the sliding cylinder (51) close to the sliding cover (52).

5. The shock-absorbing connection structure for the high-rise building according to claim 4, wherein a plurality of elastic plates (55) with length directions parallel to the length direction of the sliding cylinder (51) are arranged in the sliding cylinder (51), a second elastic member (56) is arranged between the elastic plates (55) and the inner wall of the sliding cylinder (51), the end portions of the first cross bar (41) and the second cross bar (42) are respectively provided with an elastic block (59) abutted against the first elastic member (53), and the side wall of the elastic block (59) is abutted against the side wall of the elastic plate (55) far away from the second elastic member (56).

6. The shock-absorbing connection structure for the high-rise building according to claim 4, wherein the side wall of the supporting column (2) close to the sliding cylinder (51) is provided with a base (57) for the sliding cylinder (51) to be inserted, and the concave part of the base (57) is provided with an anti-slip layer (58).

7. The shock-absorbing coupling structure for high-rise buildings according to claim 5, wherein the vertical section of the elastic block (59) is trapezoidal, and the lower side of the vertical section of the elastic block (59) having a greater length is located away from the first elastic member (53).

8. The high-rise building shock-absorbing coupling structure according to claim 5, wherein the length of the elastic plate (55) is greater than the length of the first elastic member (53) at rest.