CN222295365U

CN222295365U - Combined anti-seismic building structure component

Info

Publication number: CN222295365U
Application number: CN202421092601.5U
Authority: CN
Inventors: 高明涛; 陈卫超
Original assignee: Individual
Current assignee: Individual
Priority date: 2024-05-20
Filing date: 2024-05-20
Publication date: 2025-01-03
Anticipated expiration: 2034-05-20

Abstract

The utility model discloses a combined anti-seismic building structure component, and relates to the technical field of anti-seismic building structures. Including the base, the mounting groove has been seted up to the inside of base, install two fixed plates in the mid-mounting of mounting groove, install two shock absorbers between two fixed plates, the backup pad is installed to the upper end of shock absorber, install the shock pad between backup pad and the shock absorber, four first connecting blocks are installed to the lower surface symmetry of backup pad, the mid-mounting of first connecting blocks has the dead lever, the circumference surface movable mounting of dead lever has the connecting rod, the one end that the first connecting block was kept away from to the connecting rod has the second connecting block through dead lever movable mounting, the lower extreme middle part of second connecting block runs through there is the guide bar, the circumference surface mounting of guide bar has two damping spring, the slider is installed to the bottom of second connecting block, four spouts have been seted up to the inside of base, slider movable mounting is in the spout, L shape fixed block is installed in the outside four corners of base, the dead bolt is installed to the both sides of L shape fixed block.

Description

Combined anti-seismic building structure component

Technical Field

The utility model relates to the technical field of earthquake-resistant building structures, in particular to a combined earthquake-resistant building structure component.

Background

The building is a general term of a building and a structure, the building structure is a space stress system which is made of building materials and used for bearing various loads or actions to play a role of a framework, the building structure can be divided into a concrete structure, a masonry structure, a steel structure, a light steel structure, a wood structure, a combined structure and the like according to different used building materials, the building structure is a system which is formed by various members (roof trusses, beams, plates, columns and the like) and can bear various actions, the shock insulation support is a support device which is arranged for the structure to meet the shock insulation requirement, and most of energy of a earthquake can be counteracted, so that for the use safety of the building, a building worker usually installs the shock insulation support on a building base to counteract the energy brought by the earthquake.

Those skilled in the art find that, in general, the shock-insulating support is formed by alternately laminating multiple layers of steel plates and rubber, or simply by using a shock absorber to absorb shock, so that the shock-resistant building structural component may shake repeatedly in the shock absorption process in use, so that when the shock is applied to the building or the shock is applied to the building, the building is easy to vibrate or shake, and the stability and the safety of the building structural component are difficult to ensure, so that the safety of the building is relatively poor.

Disclosure of utility model

The utility model aims to solve the problems that a common shock insulation support is formed by alternately overlapping a plurality of layers of steel plates and rubber, or the shock absorption is carried out by simply relying on a shock absorber, so that the shock-resistant building structure component can shake repeatedly in the shock absorption process in the use process, and the building is easy to shake or shake when being impacted by external force or influenced by earthquake, so that the stability and the safety of the building structure component are difficult to ensure, and the safety of the building is relatively poor.

The utility model adopts the following technical scheme for realizing the purposes:

The utility model provides a combination antidetonation building structure subassembly, includes the base, the mounting groove has been seted up to the inside of base, the mid-mounting of mounting groove has two fixed plates, two install two shock absorbers between the fixed plate, the backup pad is installed to the upper end of shock absorber, install the shock pad between the backup pad with install the shock pad between the shock absorber, four first connecting blocks are installed to the lower surface symmetry of backup pad, the mid-mounting of first connecting block has the dead lever, the circumference surface movable mounting of dead lever has the connecting rod, the connecting rod is kept away from the one end of first connecting block passes through dead lever movable mounting has the second connecting block, the lower extreme middle part of second connecting block runs through there is the guide bar, two damping springs are installed to the circumference surface mounting of guide bar, damping springs relative one end is installed on the left and right sides wall of second connecting block, the slider is installed to the bottom of second connecting block, four spouts have been seted up to the inside of base, slider movable mounting is in the spout, the outside four corners L shape fixed block is installed to the outside of base, L shape fixed knot of both sides has the fixed bolt.

Further, the cross-sectional dimension of the support plate is consistent with the cross-sectional dimension of the base.

Further, the shock pad is made of rubber, and the diameter of the shock pad is larger than the diameter of the top end of the shock absorber.

Further, the length of the connecting rod is greater than the length of the shock absorber.

Further, the inner diameter of the damping spring is slightly larger than the diameter of the guide rod.

Further, the vertical section size of the sliding block is consistent with the vertical section size of the sliding groove.

Further, the L-shaped fixing block is made of steel materials.

The beneficial effects of the utility model are as follows:

1. When the shock absorber is used, the base is firstly arranged below a building foundation, then the base is fixed through the L-shaped fixing blocks and the fixing bolts, then when the base encounters an earthquake or impact, the impact of the earthquake on the base is reduced through the shock absorber at the lower end of the supporting plate, meanwhile, in the shaking process of the supporting plate, the connecting rod arranged in the first connecting block moves along with the second connecting block, then the second connecting block extrudes the shock absorbing spring in the moving process, so that the pressure born by the shock absorber is reduced, meanwhile, the shaking of the second connecting block is reduced through the shock absorbing spring, then the second connecting block fixes the first connecting block through the connecting rod, and then the supporting plate is fixed through the first connecting block, so that the shaking of the supporting plate is reduced, and the shock absorbing effect is improved.

2. When the shock absorber is used, the shock absorber pad made of rubber is used, meanwhile, the diameter of the shock absorber pad is larger than that of the top end of the shock absorber, and the shock absorber pad can comprehensively protect the upper end of the shock absorber in the process of extruding the shock absorber, so that the shock absorber is prevented from being damaged and used due to overlarge impact force.

3. When the damping spring is used, the inner diameter of the damping spring is slightly larger than the diameter of the guide rod, and the friction force between the damping spring and the guide rod can be reduced in the process of extruding the damping spring by the second connecting block, so that the damping effect of the damping spring is improved, and the service life of the damping spring is prolonged.

Drawings

FIG. 1 is a schematic view of the overall structure of the present utility model;

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

FIG. 3 is an overall cross-sectional view of the connecting rod of the present utility model;

fig. 4 is an overall cross-sectional view of the guide bar of the present utility model.

Reference numeral 1, a base; 2, an installation groove, 3, a fixed plate, 4, a shock absorber, 5, a supporting plate, 6, a shock pad, 7, a first connecting block, 8, a fixed rod, 9, a connecting rod, 10, a second connecting block, 11, a guide rod, 12, a shock absorption spring, 13, a sliding block, 14, a sliding groove, 15, an L-shaped fixed block, 16 and a fixed bolt.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present utility model more clear, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model.

Referring to fig. 1-4, the utility model provides a combined earthquake-resistant building structure assembly, which comprises a base 1, wherein a mounting groove 2 is formed in the interior of the base 1, two fixing plates 3 are mounted in the middle of the mounting groove 2, two dampers 4 are mounted between the two fixing plates 3, a supporting plate 5 is mounted at the upper end of each damper 4, a damping pad 6 is mounted between each supporting plate 5 and each damper 4, four first connecting blocks 7 are symmetrically mounted on the lower surface of each supporting plate 5, fixing rods 8 are mounted in the middle of each first connecting block 7, connecting rods 9 are movably mounted on the circumferential surfaces of the fixing rods 8, one ends of the connecting rods 9 far away from the first connecting blocks 7 are movably mounted with second connecting blocks 10 through the fixing rods 8, guide rods 11 penetrate through the middle of the lower ends of the second connecting blocks 10, two damping springs 12 are mounted on the circumferential surfaces of the guide rods 11, opposite ends of the damping springs 12 are mounted on the left side walls and the right side walls of the second connecting blocks 10, sliding blocks 13 are mounted at the bottom ends of the second connecting blocks 10, four sliding grooves 14 are symmetrically mounted on the bottom surfaces of the base 1, connecting blocks 13 are movably mounted in the sliding blocks 14, connecting rods 9 are movably mounted on the four sides of the sliding blocks 14, fixing blocks 15 are movably mounted on the outer sides of the base 1, and fixing blocks 15 are mounted on the outer sides of the base 1, and fixed blocks 15 are mounted on the side faces of the base are mounted on the fixing blocks.

In this embodiment, it is preferable that the cross-sectional dimension of the support plate 5 is consistent with the cross-sectional dimension of the base 1, and that the cross-sectional dimension of the support plate 5 is consistent with the cross-sectional dimension of the base 1, so that the upper end of the base 1 supports the support plate 5 when the support plate 5 is impacted by an earthquake and then moves downward, thereby avoiding the deflection of the support plate 5 and affecting the use of the support plate 5.

In this embodiment, preferably, the shock pad 6 is made of rubber, and the diameter of the shock pad 6 is larger than the diameter of the top end of the shock absorber 4, and the shock pad 6 made of rubber is used, so that the shock pad 6 has a diameter larger than the diameter of the top end of the shock absorber 4, and can be impacted on the supporting plate 5, and then the shock absorber 4 is extruded, so that the shock pad 6 can more comprehensively protect the upper end of the shock absorber 4, thereby avoiding damage to the shock absorber 4 due to overlarge impact force.

In this embodiment, preferably, the length of the connecting rod 9 is greater than the length of the shock absorber 4, and the length of the connecting rod 9 is greater than the length of the shock absorber 4, so that the connecting rod 9 can be extruded through the first connecting block 7 in the process of extruding the shock absorber 4 by the supporting plate 5, then the connecting rod 9 can be extruded through the second connecting block 10, and then the second connecting block 10 can reduce the counter-shock force applied to the shock absorber 4 by extruding the shock absorbing spring 12, thereby prolonging the service life of the shock absorber 4.

In this embodiment, preferably, the inner diameter of the damping spring 12 is slightly larger than the diameter of the guide rod 11, and when the inner diameter of the damping spring 12 is slightly larger than the diameter of the guide rod 11, the friction force between the damping spring 12 and the guide rod 11 can be reduced in the process of extruding the damping spring 12 by the second connecting block 10, so that the damping effect and the service life of the damping spring 12 are increased.

In this embodiment, preferably, the vertical cross-sectional dimension of the slider 13 is identical to the vertical cross-sectional dimension of the chute 14, and when the vertical cross-sectional dimension of the slider 13 is identical to the vertical cross-sectional dimension of the chute 14, the clearance between the slider 13 and the chute 14 can be reduced, thereby improving the stability of the second connection block 10.

In this embodiment, the L-shaped fixing block 15 is preferably made of steel, and by using the L-shaped fixing block 15 made of steel, rust of the L-shaped fixing block 15 during long-time use can be avoided, so that stability of the L-shaped fixing block 15 is affected, and shaking of the base 1 is caused during use, which causes damage.

When the device is used, the base 1 is firstly arranged below a building foundation, then the base 1 is fixed through the L-shaped fixing blocks 15 and the fixing bolts 16, then when the base 1 encounters an earthquake or impact, the shock on the base 1 caused by the earthquake is reduced through the shock absorber 4 at the lower end of the supporting plate 5, meanwhile, in the shaking process of the supporting plate 5, the connecting rod 9 arranged in the first connecting block 7 moves along with the second connecting block 10, then the second connecting block 10 extrudes the damping spring 12 in the moving process, so that the pressure born by the shock absorber 4 is reduced, meanwhile, the shaking of the second connecting block 10 is reduced through the damping spring 12, then the second connecting block 10 is used for fixing the first connecting block 7 through the connecting rod 9, and then the supporting plate 5 is fixed through the first connecting block 7, so that the shaking of the supporting plate 5 is reduced, and the damping effect is improved.

The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present utility model. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the utility model. Thus, the present utility model is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A combined earthquake-resistant building structure assembly is characterized by comprising a base (1), wherein a mounting groove (2) is formed in the base (1), two fixing plates (3) are mounted in the middle of the mounting groove (2), two dampers (4) are mounted between the fixing plates (3), a supporting plate (5) is mounted at the upper end of each damper (4), a damping pad (6) is mounted between each supporting plate (5) and each damper (4), four first connecting blocks (7) are symmetrically mounted on the lower surface of each supporting plate (5), a fixing rod (8) is mounted in the middle of each first connecting block (7), a connecting rod (9) is movably mounted on the circumferential surface of each fixing rod (8), one end of each connecting rod (9) far away from each first connecting block (7) is movably provided with a second connecting block (10) through the fixing rod (8), a guide rod (11) is arranged in the middle of the lower end of each second connecting block (10), four first connecting blocks (12) are symmetrically mounted on the circumferential surface of each guide rod (5) and two springs (12) are mounted on the circumferential surface of each guide rod (11), two springs (12) are mounted on the corresponding side walls of the two side walls (1) of the base (14), the sliding block (13) is movably arranged in the sliding groove (14), L-shaped fixing blocks (15) are arranged at four corners of the outer side of the base (1), and fixing bolts (16) are arranged at two sides of each L-shaped fixing block (15).

2. A modular earthquake-resistant building structure assembly according to claim 1, characterized in that the cross-sectional dimensions of the support plate (5) correspond to the cross-sectional dimensions of the foundation (1).

3. A combined earthquake-resistant building structure assembly according to claim 1, characterized in that the material of the shock pad (6) is rubber material, and the diameter of the shock pad (6) is larger than the diameter of the top end of the shock absorber (4).

4. A combined earthquake-resistant building structure assembly according to claim 1, characterized in that the length of the connecting rod (9) is greater than the length of the damper (4).

5. A combined earthquake-resistant building structure assembly according to claim 1, characterized in that the inner diameter of the damping spring (12) is slightly larger than the diameter of the guide rod (11).

6. A modular earthquake-resistant building structure assembly according to claim 1, characterized in that the vertical cross-sectional dimension of the slide (13) corresponds to the vertical cross-sectional dimension of the chute (14).

7. A modular earthquake-resistant building structure according to claim 1, characterized in that the L-shaped fixing blocks (15) are made of steel material.