CN213626143U

CN213626143U - Three-dimensional integral low-rise building shock insulation structure

Info

Publication number: CN213626143U
Application number: CN202022272350.7U
Authority: CN
Inventors: 杨登富; 杨登珍; 杨登艳; 杨毅; 张吉锋
Original assignee: Xi'an Liren Construction Engineering Co ltd
Current assignee: Xi'an Liren Construction Engineering Co ltd
Priority date: 2020-10-14
Filing date: 2020-10-14
Publication date: 2021-07-06
Anticipated expiration: 2030-10-14

Abstract

The utility model discloses a three-dimensional integral low-rise building shock insulation structure, which comprises a foundation, a support structure frame, a buffer base placing opening, an auxiliary shock absorption supporting column, an independent buffer base and a composite pressure spring, ground top fixedly connected with bearing structure frame, bearing structure frame surface equidistance has been seted up a plurality of buffering bases and has been placed the mouth, and is a plurality of supplementary shock attenuation pillar equidistance is installed at bearing structure frame top surface, and is a plurality of inside independent buffering pedestal mounting placed the mouth at buffering base, and is a plurality of compound pressure spring installs and places mouthful inboard and independent buffering base outside at buffering base between, the utility model discloses simple structure, reasonable in design has improved original shock insulation project organization, has increased extra supplementary shock attenuation pillar and compound pressure spring, has reduced the impact force of earthquake to the building, more abundant promotion whole building the shock insulation effect.

Description

Three-dimensional integral low-rise building shock insulation structure

Technical Field

The utility model relates to a three-dimensional whole low-rise building shock insulation structure.

Background

The seismic isolation building is characterized in that a seismic isolation device is arranged at the base part or a certain position of the building to form a seismic isolation layer by using a seismic isolation technology, and an upper structure and a lower base are isolated, so that seismic energy is consumed, the transmission of the seismic energy to the upper part is avoided or reduced, and the safety of the upper structure and internal personnel and equipment can be effectively guaranteed.

The existing shock insulation structure still has a place which is worth expanding and improving, and can better play the shock insulation effect.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a three-dimensional whole low-rise building shock insulation structure to solve above-mentioned technical problem.

In order to realize the purpose, the utility model adopts the following technical scheme:

the utility model provides a three-dimensional whole low-rise building shock insulation structure, places mouth, supplementary shock attenuation pillar, independent buffer base, compound compression spring including ground, bearing structure frame, buffer base, ground top fixedly connected with bearing structure frame, bearing structure frame surface equidistance has seted up a plurality of buffer bases and has placed the mouth, and is a plurality of supplementary shock attenuation pillar equidistance is installed at bearing structure frame top surface, and is a plurality of independent buffer base installs and places mouthful inside, a plurality of buffer base compound compression spring installs and places between mouthful inboard and the independent buffer base outside at buffer base.

On the basis of the technical scheme, the auxiliary damping strut comprises a reinforcing layer, a composite rubber layer and a central column, wherein the composite rubber layer is distributed on the inner side of the reinforcing layer, and the central column is arranged at the center of the auxiliary damping strut.

On the basis of the technical scheme, the independent buffer base comprises an upper supporting layer, a contact plate, a lower supporting layer, fixing bolts, rubber and steel plate lamination layers and a central energy consumption rod, the contact plate is fixedly connected to the top of the upper supporting layer in a plurality of mode, the fixing bolts are respectively connected to the four top corners of the top of the upper supporting layer and the top of the lower supporting layer in a bolted mode, the rubber and steel plate lamination layers are installed at the center of the top of the lower supporting layer, and the central energy consumption rod is installed at the center of the inner portion of the rubber and steel plate lamination.

Compared with the prior art, the utility model has the advantages of it is following: the utility model discloses simple structure, reasonable in design has improved original shock insulation project organization, has increased extra supplementary shock attenuation pillar and composite compression spring, has reduced the earthquake and to the impact force of building, more abundant promotion the shock insulation effect of whole building.

Drawings

Fig. 1 is a schematic view of the appearance structure of the present invention.

Fig. 2 is the structural schematic diagram of the auxiliary shock strut of the present invention.

Fig. 3 is a schematic view of the structure of the independent buffer base of the present invention.

In the figure: 1. the energy-saving and energy-saving device comprises a foundation, 2 parts of a supporting structure frame, 3 parts of a buffer base placing opening, 4 parts of an auxiliary damping strut, 5 parts of an independent buffer base, 6 parts of a composite pressure spring, 7 parts of a reinforcing layer, 8 parts of a composite rubber layer, 9 parts of a central column, 10 parts of an upper supporting layer, 11 parts of a contact plate, 12 parts of a lower supporting layer, 13 parts of a fixing bolt, 14 parts of a rubber and steel plate lamination layer and 15 parts of a central energy-consuming rod.

Detailed Description

The invention is explained in further detail below with reference to the figures and the embodiments.

As shown in fig. 1-3, a three-dimensional whole low-rise building shock insulation structure, place mouthful 3, supplementary shock strut 4, independent buffer base 5, compound pressure spring 6 including ground 1, bearing structure frame 2, buffer base, 1 top fixedly connected with bearing structure frame 2 of ground, 2 surface equidistance of bearing structure frame has been seted up a plurality of buffer bases and has been placed mouthful 3, and is a plurality of 4 equidistance of supplementary shock strut are installed at bearing structure frame 2 top surface, and are a plurality of independent buffer base 5 is installed and is placed mouthful 3 insidely at buffer base, and is a plurality of compound pressure spring 6 is installed and is placed between mouthful 3 inboards and independent buffer base 5 outsides at buffer base.

The auxiliary shock strut 4 comprises a reinforcing layer 7, a composite rubber layer 8 and a central column 9, the composite rubber layer 8 is distributed on the inner side of the reinforcing layer 7, and the central column 9 is installed at the center of the auxiliary shock strut 4.

Independent buffer base 5 is including supporting upper strata 10, contact plate 11, supporting lower floor 12, fixing bolt 13, rubber and steel sheet stromatolite 14, central power consumption stick 15, support upper strata 10 top fixedly connected with contact plate 11, it is a plurality of fixing bolt 13 bolted connection is in supporting upper strata 10 and supporting four apex angle departments in lower floor 12 top respectively, rubber and steel sheet stromatolite 14 are installed and are being supported 12 top center departments in lower floor, central power consumption stick 15 is installed and is being located at the inside center of rubber and steel sheet stromatolite 14.

The utility model discloses a theory of operation: this is novel when taking place the earthquake, vibrations are conducted to the ground top by ground, and independent buffering base can the effectual kinetic energy that absorbs the earthquake and produce to consume by inside rubber and steel sheet pile and central power consumption stick, remaining kinetic energy carries out the secondary by the inside supplementary shock attenuation pillar of the compound pressure spring in the independent buffering base outside and bearing structure frame again and consumes, thereby the impact that furthest's reduction earthquake produced the building destroys.

The foregoing is a preferred embodiment of the present invention, and for those skilled in the art to understand the teaching of the present invention, the changes, modifications, replacements and variations to the embodiments will still fall within the protection scope of the present invention without departing from the principle and spirit of the present invention.

Claims

1. The utility model provides a three-dimensional whole low-rise building shock insulation structure, includes ground (1), bearing structure frame (2), buffering base and places mouth (3), supplementary shock strut (4), independent buffering base (5), compound compression spring (6), its characterized in that: ground (1) top fixedly connected with bearing structure frame (2), bearing structure frame (2) surface equidistance has been seted up a plurality of buffer base and has been placed mouth (3), and is a plurality of supplementary shock strut (4) equidistance is installed at bearing structure frame (2) top surface, and is a plurality of independent buffer base (5) are installed and are placed mouthful (3) inside buffer base, and are a plurality of compound pressure spring (6) are installed and are placed between mouthful (3) inboard and independent buffer base (5) outside at buffer base.

2. The three-dimensional integral low-rise building seismic isolation structure of claim 1, wherein: the auxiliary damping strut (4) comprises a reinforcing layer (7), a composite rubber layer (8) and a central column (9), the composite rubber layer (8) is distributed on the inner side of the reinforcing layer (7), and the central column (9) is installed at the center of the auxiliary damping strut (4).

3. The three-dimensional integral low-rise building seismic isolation structure of claim 1, wherein: independent buffer base (5) are including supporting upper strata (10), contact plate (11), supporting lower floor (12), fixing bolt (13), rubber and steel sheet stromatolite (14), central power consumption stick (15), it is a plurality of to support upper strata (10) top fixedly connected with contact plate (11) fixed bolt (13) bolted connection respectively support upper strata (10) and support four apex angle departments in lower floor (12) top, rubber and steel sheet stromatolite (14) are installed and are being supported lower floor (12) top center department, the power consumption stick in center (15) are installed and are being located at rubber and steel sheet stromatolite (14) inside center.