CN219508989U

CN219508989U - Building structure design wind-resistant supporting structure

Info

Publication number: CN219508989U
Application number: CN202320303499.8U
Authority: CN
Inventors: 王运利
Original assignee: Individual
Current assignee: Individual
Priority date: 2023-02-24
Filing date: 2023-02-24
Publication date: 2023-08-11
Anticipated expiration: 2033-02-24

Abstract

The utility model relates to the technical field of supporting structures, and discloses a building structural design wind-resistant supporting structure, wherein the connecting ring of the building structural design wind-resistant supporting structure is provided with a wind-resistant structure, and the wind-resistant structure comprises: chassis, chassis and set screw threaded connection, the support column is provided with the go-between, and the outer wall is provided with four sets of hydraulic pressure posts, can alleviate the power that each direction received through hydraulic pressure post and pulley, and this structure can prevent effectively that the support column from collapsing under the great circumstances of wind-force, reduces and causes unnecessary loss in work or production process, improves work efficiency. This building structure design wind-resistant bearing structure is provided with anti-seismic mechanism, and bottom base's four corners has set up protection module, and three damping slider have all been installed to every protection module, can deal with the impact force that each direction received, makes overall structure's rocking and vibrations range significantly reduce, and this structure makes it have higher security and stability.

Description

Building structure design wind-resistant supporting structure

Technical Field

The utility model relates to the technical field of supporting structures, in particular to an anti-wind supporting structure for building structure design.

Background

The wind-resistant column is a structural component at the gable of a single-layer industrial factory building, the wind-resistant column mainly transmits wind load of the gable, the wind-resistant column is transmitted to a roof system through connection of hinge joints and steel beams, and is used for the whole bent frame bearing structure, the wind-resistant column is transmitted to a foundation through connection with a foundation, the wind-resistant column is arranged in the gable at two ends of a brick-concrete structure house, the reinforced concrete constructional column for resisting horizontal wind load is simply called the wind-resistant column, the wind-resistant column is connected in the horizontal direction, and the reinforced concrete beam for integrally reinforcing is simply called the wind-resistant beam, so that the wind-resistant column is generally used for brick-concrete structure houses with high towering, large internal space and few transverse walls, such as industrial factory buildings or large warehouses and the like.

At present, most wind-resistant columns are of an integrated structure, the wind-resistant effect is poor, the disassembly and the installation are not facilitated, no effective protection measures exist when the wind-resistant columns are impacted by wind power and the bottom, and safety accidents are easy to occur.

Disclosure of Invention

The present utility model is directed to a wind-resistant support structure for building construction design, which solves the above-mentioned problems of the prior art.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a building structure design wind-resistant bearing structure, includes the base, the top of base is provided with the support column, the base is provided with anti-seismic structure, the outer wall of support column and go-between's inner wall sliding connection, the go-between is provided with wind-resistant structure, wind-resistant structure includes:

the bottom of the chassis is attached to the outer wall of the top of the base, and the top of the chassis is fixedly connected with the bottom of the hinging seat;

the fixing screw is in threaded connection with the base;

the hinge seat is hinged with one end of the hydraulic column;

the hydraulic column is hinged with the pulley at one end far away from the hinging seat, and pulleys are hinged at two sides of one end far away from the hinging seat;

the side wall of the pulley is in sliding connection with the groove on the inner wall of the connecting ring;

the damping ring, the outer wall of damping ring and the inner wall fixed connection of go-between, the inner wall sliding connection of damping ring and the outer wall of support column, this structure can avoid the risk of collapsing under the great environment of wind-force.

Preferably, the bottom inner wall of base and the one end fixed connection of telescopic link, the bottom inner wall of base and the one end fixed connection of reed that resets, the one end fixed connection of base and damping slider is kept away from to the telescopic link, the one end and the one end fixed connection of damping slider of base are kept away from to the reed that resets, the one end and one side fixed connection of protection module of telescopic link are kept away from to damping slider, and the impact that the bottom of base received can be protected to this structure reduces the influence of vibrations to overall structure.

Preferably, the set screws are provided with four groups. The four groups of the fixing screws are symmetrically arranged at the top of the chassis by taking the chassis as the center of a circle, the four groups of the hinging seats are arranged at the top of the chassis by taking the chassis as the center of a circle, the four groups of the hydraulic rods are arranged at the top of the chassis, the four groups of the hydraulic rods are symmetrically arranged between the connecting ring and the hinging seats by taking the supporting columns as the center of a circle, and the four groups of hydraulic rods can handle stress in all directions.

Preferably, the shock attenuation slider is provided with three groups, and three groups shock attenuation slider sets up respectively at the top and the both sides of protection module, the telescopic link is provided with three groups, and three groups the telescopic link sets up respectively at the one end that three groups shock attenuation slider is close to the base, the reed that resets is provided with three groups, and three groups the reed that resets is fixed between the recess of three groups shock attenuation slider and base, and three groups shock attenuation slider can fight the impact of a plurality of directions.

Preferably, the damping mechanisms are provided with four groups, and the four groups of damping mechanisms are distributed on four corners of the bottom of the base in an array mode.

Preferably, the connecting position of the telescopic rod is arranged at the center position of one side of the damping slide block, and the telescopic rod and the reset reed are in a crossed arrangement relation.

Preferably, the shape of the chassis is a truncated cone three-dimensional structure with a cylindrical opening in the middle.

Compared with the prior art, the utility model provides the wind-resistant supporting structure for the building structural design, which has the following beneficial effects:

1. this building structural design wind-resistant bearing structure is provided with wind-resistant structure, the outer wall of support column is provided with the go-between, the inner wall of go-between is provided with the damping ring, the outer wall is provided with four sets of hydraulic pressure posts, hydraulic pressure post and chassis are articulated, the force that each direction received can be alleviated through four sets of hydraulic pressure post and the pulley at top, this structure can prevent effectively that the support column from collapsing under the great circumstances of wind-force, reduce causing unnecessary loss in work or production process, and disconnect-type structure simple to operate improves work efficiency.

2. This building structure design wind-resistant bearing structure is provided with anti-seismic mechanism, and bottom base's four corners has set up protection module, and three damping slider have all been installed to every protection module, can deal with the impact force that each direction received, makes overall structure's rocking and vibrations range significantly reduce, and this structure makes it have higher security and stability.

Drawings

FIG. 1 is a schematic diagram of the front structure of the present utility model;

FIG. 2 is a schematic top view of the present utility model;

FIG. 3 is a schematic diagram of a pulley structure according to the present utility model;

fig. 4 is a schematic view of the earthquake-resistant structure of the present utility model.

In the figure: 1. a support column; 2. a connecting ring; 3. an anti-wind structure; 301. a damping ring; 302. a hydraulic column; 303. a hinge base; 304. a chassis; 305. a set screw; 306. a pulley; 4. a base; 5. an earthquake-resistant structure; 501. a protection module; 502. a damping slide block; 503. a telescopic rod; 504. resetting the reed.

Detailed Description

As shown in fig. 1-4, the present utility model provides a technical solution: the utility model provides a building structure design wind-resistant bearing structure, includes base 4, and the top of base 4 is provided with support column 1, and base 4 is provided with shock-resistant structure 5, and the outer wall of support column 1 and the inner wall sliding connection of go-between 2, go-between 2 are provided with wind-resistant structure 3, and wind-resistant structure 3 includes: the bottom plate 304 is in threaded connection with the fixing screw 305, the bottom of the bottom plate 304 is attached to the top outer wall of the base 4, the top of the bottom plate 304 is fixedly connected with the bottom of the hinge seat 303, and the hinge seat 303 is used for connecting the hydraulic column 302 with the bottom plate 304; the fixing screw 305, the fixing screw 305 is in threaded connection with the base 4, and the fixing screw 305 is used for fixing the chassis 304 and the base 4; the hinge base 303, the hinge base 303 is hinged with one end of the hydraulic column 302; the hydraulic column 302, one end of the hydraulic column 302 far away from the hinge seat 303 is hinged with the pulley 306, both sides of one end of the hydraulic column 302 far away from the hinge seat 303 are hinged with the pulley 306, and the hydraulic column 302 has buffering and supporting effects; pulley 306, the sidewall of pulley 306 is connected with the inner wall groove of the connecting ring 2 in a sliding way, pulley 306 is used for buffering and unloading the hydraulic column 302; the damping ring 301, the outer wall of damping ring 301 and the inner wall fixed connection of go-between 2, the inner wall sliding connection of damping ring 301 and the outer wall of support column 1, damping ring 301 is used for the stable and buffering effect of go-between 2. The bottom inner wall of base 4 and the one end fixed connection of telescopic link 503, the one end fixed connection of telescopic link 503 and the one end fixed connection of reed 504 that resets, the one end of base 4 is kept away from to telescopic link 503 and the one end fixed connection of damping slider 502 are used for connecting base 4 and damping slider 502, the one end fixed connection of damping slider 502 is kept away from to telescopic link 503, the reed 504 that resets is used for helping the popping out and shock absorber effect of damping slider 502, the one end of telescopic link 503 and one side fixed connection of protection module 501 are kept away from to damping slider 502. The set screws 305 are provided in four groups. Four groups of fixing screws 305 are symmetrically arranged at the top of the chassis 304 by taking the chassis 304 as a circle center, the hinging seat 303 is provided with four groups, four groups of hinging seats 303 are symmetrically arranged at the top of the chassis 304 by taking the chassis 304 as a circle center, the hydraulic columns 302 are provided with four groups, and four groups of hydraulic columns 302 are symmetrically arranged between the connecting ring 2 and the hinging seat 303 by taking the supporting column 1 as a circle center. The shock-absorbing slide blocks 502 are provided with three groups, the three groups of shock-absorbing slide blocks 502 are respectively arranged at the top and two sides of the protection module 501, the telescopic rods 503 are provided with three groups, the three groups of telescopic rods 503 are respectively arranged at one ends of the three groups of shock-absorbing slide blocks 502 close to the base 4, the reset reed 504 is provided with three groups, and the three groups of reset reeds 504 are fixed between the three groups of shock-absorbing slide blocks 502 and the grooves of the base 4. The earthquake-proof structures 5 are provided with four groups, and the four groups of earthquake-proof structures 5 are distributed on four corners of the bottom of the base 4 in an array shape. The connecting position of the telescopic rod 503 is at the center of one side of the damping slider 502, the telescopic rod 503 and the reset reed 504 are in a crossed arrangement, and the chassis 304 is in a truncated cone three-dimensional structure with a cylindrical opening in the middle.

During the use, with set screw 305 to chassis 304 and base 4 threaded connection, go up the adapter ring 2 adjustment to suitable position can, when receiving wind-force impact, the hydraulic ram 302 around the adapter ring 2 can shrink, can guarantee the stability of support column 1 also can cushion the impact that receives and unload the power, if receive great wind-force impact pulley 306 can drive hydraulic ram 302 and slide upwards to alleviate the impact.

When the bottom is impacted or vibrated by external force, three groups of damping sliding blocks 502 arranged on the protection module 501 at the bottom can slide inwards, the three groups of damping sliding blocks 502 can effectively impact in all directions, after the damping sliding blocks 502 slide into the grooves, the internal reset reed 504 provides elasticity to help the damping sliding blocks 502 to reset, and the reset reed 504 can play a certain buffering effect on the impact, so that the use is finished.

The foregoing utility model has been generally described in great detail, but it will be apparent to those skilled in the art that modifications and improvements can be made thereto. Accordingly, it is intended to cover modifications or improvements within the spirit of the inventive concepts.

Claims

1. The utility model provides a building structure designs wind-resistant bearing structure, includes base (4), its characterized in that: the top of base (4) is provided with support column (1), base (4) are provided with antidetonation structure (5), the outer wall of support column (1) and the inner wall sliding connection of go-between (2), go-between (2) are provided with wind-resistant structure (3), wind-resistant structure (3) include:

the base plate (304), the base plate (304) is in threaded connection with the fixing screw (305), the bottom of the base plate (304) is attached to the outer wall of the top of the base (4), and the top of the base plate (304) is fixedly connected with the bottom of the hinging seat (303);

a set screw (305), the set screw (305) is in threaded connection with the base (4);

the hinge seat (303), the said hinge seat (303) is articulated with one end of the hydraulic column (302);

the hydraulic column (302), one end of the hydraulic column (302) far away from the hinging seat (303) is hinged with the pulley (306), and both sides of one end of the hydraulic column (302) far away from the hinging seat (303) are hinged with the pulley (306);

the pulley (306) is connected with the inner wall groove of the connecting ring (2) in a sliding manner;

the damping ring (301), the outer wall of damping ring (301) is fixed connection with the inner wall of go-between (2), the inner wall of damping ring (301) and the outer wall sliding connection of support column (1).

2. A building structure design wind resistant support structure according to claim 1, wherein: the bottom inner wall of base (4) and the one end fixed connection of telescopic link (503), the one end fixed connection of telescopic link (503) and reset reed (504) is kept away from to the bottom inner wall of base (4), the one end fixed connection of base (4) and damping slider (502) is kept away from to telescopic link (503), the one end fixed connection of damping slider (502) is kept away from to reset reed (504), the one end of telescopic link (503) and one side fixed connection of protection module (501) are kept away from to damping slider (502).

3. A building structure design wind resistant support structure according to claim 1, wherein: the four groups of fixing screws (305) are arranged at the top of the chassis (304) by taking the chassis (304) as the center of circle, the four groups of hinge seats (303) are arranged at the top of the chassis (304) by taking the chassis (304) as the center of circle, the four groups of hydraulic columns (302) are arranged, and the four groups of hydraulic columns (302) are arranged between the connecting ring (2) and the hinge seats (303) by taking the supporting column (1) as the center of circle.

4. A building structure design wind resistant support structure according to claim 2, wherein: the shock attenuation slider (502) is provided with three groups, and three groups shock attenuation slider (502) set up respectively at the top and the both sides of protection module (501), telescopic link (503) are provided with three groups, and three groups telescopic link (503) set up respectively in the one end that three groups shock attenuation slider (502) are close to base (4), reset reed (504) are provided with three groups, and three groups reset reed (504) are fixed between the recess of three groups shock attenuation slider (502) and base (4).

5. A building structure design wind resistant support structure according to claim 1, wherein: the anti-seismic structures (5) are provided with four groups, and the four groups of anti-seismic structures (5) are distributed on four corners of the bottom of the base (4) in an array mode.

6. A building structure design wind resistant support structure according to claim 2, wherein: the connecting position of the telescopic rod (503) is at the center position of one side of the damping slider (502), and the telescopic rod (503) and the reset reed (504) are in a crossed arrangement.

7. A building structure design wind resistant support structure according to claim 1, wherein: the chassis (304) is in a truncated cone three-dimensional structure with a cylindrical opening in the middle.