CN213508549U

CN213508549U - High-strength base with stable shock resistance

Info

Publication number: CN213508549U
Application number: CN202021932377.8U
Authority: CN
Inventors: 李文汉
Original assignee: Foshan Tuolixun Technology Co ltd
Current assignee: Foshan Tuolixun Technology Co ltd
Priority date: 2020-09-07
Filing date: 2020-09-07
Publication date: 2021-06-22
Anticipated expiration: 2030-09-07

Abstract

The utility model discloses a stable high strength base of antidetonation relates to high strength base technical field, and is too single for solving some current base bearing capacity, leads to the problem that life reduces. The stress frame is installed to the top of base, the inside of stress frame is provided with active powder concrete structure, the cross bracing piece is installed to one side of stress frame, the top of cross bracing piece is provided with cast iron structure, the balancing weight is installed to one side of cast iron structure, the top of cast iron structure is provided with the bradyseism structure, the internally mounted of bradyseism structure has spring structure, one side of spring structure is provided with spring damping, bearing structure is installed to the top of bradyseism structure, bearing structure's inside is provided with bears the weight of the groove, the shock insulation board is installed to one side that bears the weight of the groove, the surface of stress frame is provided with the wearing layer, the shock attenuation groove is installed to one side of bradyseism structure.

Description

High-strength base with stable shock resistance

Technical Field

The utility model relates to a high strength base technical field specifically is a stable high strength base combats earthquake.

Background

The base means an underlying natural or artificial foundation or support, and the base material is commonly used as follows: sandstone materials, cement and the like, and ancient buildings in China are various, and the ancient buildings mainly refer to Qing dynasty buildings. The base is one of three major parts (base, house body and roof) of an ancient building, has the functions of bearing, reinforcing and protecting a house, and is also a symbol of a grade position. The base can be divided into a whisker-filled seat and a plain seat according to external styles, and the concrete base plays a role in bearing the weight and load of a machine and aims to ensure the stable and normal operation of machinery. The concrete base material should be solid and have a large volume, capable of taking up the anchorage of the connected elements and the total additional load. The anchor bolt used for the concrete structure can be made of carbon steel, stainless steel or alloy steel, and the corresponding variety is selected according to the difference of environmental conditions and the difference of durability requirements. The performance of the anchor bolt should meet the relevant regulations of the architecture industry standard of the people's republic of China "expansive and hole-expanding type building anchor bolt for concrete", and in many cases, the short compression member is called pier or pedestal.

However, with the application of the base, the existing bases are too single in bearing performance, so that the service life is reduced; thus, the existing requirements are not met, and a shock-resistant and stable high-strength base is provided for the requirements.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a stable high strength base of antidetonation to solve some current base bearing capacity that provide in the above-mentioned background art too singlely, lead to the problem that life reduces.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a stable high strength base of antidetonation, includes the base, the atress frame is installed to the top of base, the inside of atress frame is provided with active powder concrete structure, the cross bracing piece is installed to one side of atress frame, the top of cross bracing piece is provided with casts the iron structure, the balancing weight is installed to one side of casting the iron structure, the top of cast iron structure is provided with bradyseism structure, the internally mounted of bradyseism structure has spring structure, one side of spring structure is provided with spring damping, bearing structure is installed to the top of bradyseism structure, bearing structure's inside is provided with bears the groove, the shock insulation board is installed to one side of bearing the groove, the surface of atress frame is provided with the wearing layer, the shock attenuation groove is installed to one side of bradyseism structure.

Preferably, the surface of the base is provided with a bolt hole, and the bolt hole is fixedly connected with the surface of the base.

Preferably, the inner wall of the stress frame is provided with a fiber tension layer, and the fiber tension layer is fixedly connected with the inner wall of the stress frame.

Preferably, a bolt structure is installed between the balancing weight and the cast iron structure, and the cast iron structure is connected with the balancing weight through a bolt.

Preferably, the bottom of the bearing groove is provided with a cushioning rubber, and the cushioning rubber is fixedly connected with the bottom of the bearing groove.

Preferably, a mineral cotton structure is arranged on one side of the seismic isolation plate and fixedly connected with the seismic isolation plate.

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

1. the utility model discloses be different with ordinary high strength base, adopted the cooperation of bradyseism structure and cast iron structure to use to having reduced vibrations, having utilized the bradyseism structure to set up the spring structure, can reduce the rocking when vibrations transmit, improved stability can, set up the combination on the inside active powder concrete structure of atress frame and fibre pulling force layer, make increase tensile strength, improved stability.

2. Through setting up the balancing weight in cast iron structure both sides, when can increase certain weight, increased the steadiness, improve the atress intensity, mineral continuous structure and shock insulation board of setting in bearing structure, the inside thing of carrying of protection that can be fine improves performance, sets up and can protect the top to carry the thing and not receive moist in the bradyseism rubber of bearing tank bottom, can also bradyseism a partial force, has improved life, increases practicality.

Drawings

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

FIG. 2 is a schematic sectional view of the present invention;

FIG. 3 is a partial enlarged view of the load-bearing structure of the present invention;

in the figure: 1. a base; 2. bolt holes; 3. a stress frame; 4. a fiber tensile layer; 5. a reactive powder concrete structure; 6. a bolt structure; 7. a spring structure; 8. a load bearing structure; 9. cushioning rubber; 10. a cross support bar; 11. a wear layer; 12. a balancing weight; 13. a cushioning structure; 14. a bearing groove; 15. a mineral wool structure; 16. a seismic isolation plate; 17. a cast iron structure; 18. a damping groove; 19. and (5) damping by a spring.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.

Referring to fig. 1-3, the present invention provides an embodiment: the utility model provides a stable high strength base combats earthquake, the on-line screen storage device comprises a base 1, atress frame 3 is installed to base 1's top, atress frame 3's inside is provided with active powder concrete structure 5, cross bracing piece 10 is installed to one side of atress frame 3, the top of cross bracing piece 10 is provided with cast iron structure 17, balancing weight 12 is installed to one side of cast iron structure 17, cast iron structure 17's top is provided with bradyseism structure 13, the internally mounted of bradyseism structure 13 has spring structure 7, one side of spring structure 7 is provided with spring damping 19, bearing structure 8 is installed to the top of bradyseism structure 13, bearing structure 8's inside is provided with bearing groove 14, bearing groove 14's one side is installed and is kept apart from vibrating plate 16, the surface of atress frame 3 is provided with wearing layer 11, damping.

Further, the surface of base 1 is provided with bolt hole 2, and bolt hole 2 is connected with the fixed surface of base 1, and the bolt hole 2 of setting can effectually carry out the fixed of structure, has increased the stability can.

Furthermore, fibre tension layer 4 is installed to the inner wall of atress frame 3, and fibre tension layer 4 and the inner wall fixed connection of atress frame 3, and the fibre tension layer 4 that sets up, stretching resistance that can be fine increases the life of structure.

Further, install bolt structure 6 between balancing weight 12 and the cast iron structure 17, and cast iron structure 17 and balancing weight 12 bolted connection, the bolt structure 6 of setting, connection structure that can be fine guarantees the steadiness ability.

Further, the bottom of bearing groove 14 is provided with bradyseism rubber 9, and bradyseism rubber 9 and the bottom fixed connection of bearing groove 14, and the bradyseism rubber 9 of setting can effectually provide the bradyseism performance.

Further, one side of the shock insulation plate 16 is provided with a mineral cotton structure 15, the mineral cotton structure 15 is fixedly connected with the shock insulation plate 16, and the arranged shock insulation plate 16 can well protect an internal structure.

The working principle is as follows: during the use, at first place the stationary position with whole base structure, utilize bolt hole 2 on the base 1 to carry out fixed connection, utilize bolt structure 6 to install the both sides at cast iron structure 17 with balancing weight 12 again, according to specific demand, settle the object of placing in bearing groove 14 in bearing structure 8, thereby fix and place, when the vibrations are transmitted to the bottom, active powder concrete structure 5 and fibre pulling force layer 4 in the atress frame 3, the atress antidetonation that can be fine, thereby bear some range force, reduce and rock, transmitted bradyseism structure 13 and cast iron structure 17 and arrived bearing structure 8 at last, through shock attenuation layer upon layer, make stability improve.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims

1. The utility model provides a stable high strength base of antidetonation, includes base (1), its characterized in that: the shock absorption and damping device is characterized in that a stress frame (3) is installed above the base (1), an active powder concrete structure (5) is arranged inside the stress frame (3), a cross support rod (10) is installed on one side of the stress frame (3), a cast iron structure (17) is arranged above the cross support rod (10), a balancing weight (12) is installed on one side of the cast iron structure (17), a shock absorption structure (13) is arranged above the cast iron structure (17), a spring structure (7) is installed inside the shock absorption structure (13), a spring damper (19) is arranged on one side of the spring structure (7), a bearing structure (8) is installed above the shock absorption structure (13), a bearing groove (14) is arranged inside the bearing structure (8), a shock isolation plate (16) is installed on one side of the bearing groove (14), and a wear-resistant layer (11) is arranged on the surface of the stress frame (3), and a damping groove (18) is arranged on one side of the damping structure (13).

2. An aseismically stabilized high strength base according to claim 1 wherein: the surface of the base (1) is provided with bolt holes (2), and the bolt holes (2) are fixedly connected with the surface of the base (1).

3. An aseismically stabilized high strength base according to claim 1 wherein: the inner wall of the stress frame (3) is provided with a fiber tension layer (4), and the fiber tension layer (4) is fixedly connected with the inner wall of the stress frame (3).

4. An aseismically stabilized high strength base according to claim 1 wherein: and a bolt structure (6) is arranged between the balancing weight (12) and the cast iron structure (17), and the cast iron structure (17) is in bolt connection with the balancing weight (12).

5. An aseismically stabilized high strength base according to claim 1 wherein: the bottom of the bearing groove (14) is provided with a cushioning rubber (9), and the cushioning rubber (9) is fixedly connected with the bottom of the bearing groove (14).

6. An aseismically stabilized high strength base according to claim 1 wherein: one side of the shock insulation plate (16) is provided with a mineral cotton structure (15), and the mineral cotton structure (15) is fixedly connected with the shock insulation plate (16).