CN210002435U

CN210002435U - earthquake-proof foundation for high-rise building

Info

Publication number: CN210002435U
Application number: CN201920456080.XU
Authority: CN
Inventors: 赵智慧
Original assignee: Yunnan Jinsheng Foundation Engineering Co Ltd
Current assignee: Yunnan Jinsheng Foundation Engineering Co Ltd
Priority date: 2019-04-06
Filing date: 2019-04-06
Publication date: 2020-01-31
Anticipated expiration: 2029-04-06

Abstract

The utility model discloses an kind of anti-seismic ground for high-rise building, including foundation column, buffer layer and base, the top fixed mounting of base has the foundation column, the both sides at base top all fixed mounting have supporting component, the backfill layer has been laid to the bottom of base, the fixed buffer layer that is provided with in inside of backfill layer, the buffer layer has been laid to the bottom on steel ball layer, concrete layer has been built to the bottom of buffer layer, side fixed mounting of concrete layer bottom has the vice stake of , the vice stake of side fixed mounting of concrete layer bottom has the vice stake of second, concrete layer's bottom fixed mounting has main stake, the sand cushion layer has been laid to the bottom of backfill layer, main stake, the vice stake of and the vice stake of second all extend to the inside of sand cushion layer, the utility model discloses a structure that is provided with series makes this device have advantages such as anti-seismic performance height and basis are firm at the in-process of using.

Description

earthquake-proof foundation for high-rise building

Technical Field

The utility model relates to an antidetonation ground technical field specifically is kinds of antidetonation ground for high-rise building.

Background

With the development of times, the living standard of people is continuously improved, the requirements of people on the anti-seismic foundation for the high-rise building are higher and higher, in order to save land, a plurality of high-rise buildings are built in various domestic cities, and a large number of people are gathered in the buildings, so the safety of the buildings becomes important problems, wherein the anti-seismic performance is important indexes, the existing anti-seismic foundation for the high-rise building enables the wall surface of the building and the foundation to be a fixed structure, the wall surface of the building is easy to break after being extruded, the whole building is collapsed, severe shaking can be generated along with the occurrence of an earthquake, and the anti-seismic performance is poor, so anti-seismic foundations for the high-rise building are provided to solve the existing problems.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide kinds of high-rise building are with antidetonation ground to solve the problem that proposes in the above-mentioned background art.

In order to achieve the purpose, the utility model provides a kind of antidetonation ground for high-rise building, including foundation column, buffer layer and base, the top fixed mounting of base has the foundation column, the both sides at base top all fixed mounting have supporting component, and supporting component's top and foundation column carry out fixed connection, the backfill layer has been laid to the bottom of base, the fixed buffer layer that is provided with in inside of backfill layer, and buffer layer and base fixed connection, the fixed steel ball layer that is provided with in bottom of buffer layer, the buffer layer has been laid to the bottom on steel ball layer, concrete layer has been built to the bottom of buffer layer, side fixed mounting of concrete layer bottom has the vice stake of , the vice stake of other side fixed mounting of concrete layer bottom has the vice stake of second, the bottom fixed mounting of concrete layer has main stake, and main stake is located between the vice stake of vice stake of second and the vice stake of second, the sand bed course has been laid to the bottom of backfill layer, main stake, the vice stake of second and the vice stake of second all extend to the sand bed course.

Preferably, the inside of the supporting component is fixedly provided with a clamping ring, the top of the clamping ring is fixedly provided with a supporting rod, and the top of the supporting rod is fixedly provided with a buckle.

Preferably, a heat insulation layer is fixedly arranged inside the foundation column, and a reinforcing rib is fixedly arranged on the side of the heat insulation layer.

Preferably, a waterproof layer is arranged inside the base, and the side of the waterproof layer is filled with damping cotton.

Preferably, steel balls are uniformly distributed in the steel ball layer, and the steel balls are made of stainless steel.

Compared with the prior art, the beneficial effects of the utility model are that this antidetonation ground for high-rise building is through being provided with the buffer layer, can play the effect of buffering to the injury that the earthquake caused, alleviate the disaster that the earthquake brought, the shock resistance is strong, through installing supporting component, can support the foundation, alleviate the damage degree of foundation, provide time for personnel's the fleing, through being provided with main stake, vice stake and second stake, can play fixed cushioning effect to seismic wave, effectual resistance earthquake is to the harm of building, through being provided with the buffer layer, can carry out the shock attenuation to this antidetonation ground for high-rise building, be convenient for carry out effectual buffering to the transverse wave that the earthquake produced, through being provided with the strengthening rib, can consolidate the foundation, alleviate the damage that the earthquake brought, can undertake the bearing capacity of foundation through being provided with the sand cushion layer, avoid the destruction of ground to reduce the subsidence volume.

Drawings

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

fig. 2 is a top view of the present invention;

FIG. 3 is a top view of the pillar according to the present invention;

FIG. 4 is a schematic view of a partial structure of the base of the present invention;

fig. 5 is a schematic view of the local structure of the steel ball layer of the present invention.

In the drawing, 1, a foundation column, 101, a heat insulation layer, 102, reinforcing ribs, 2, a support component, 201, a clamping ring, 202, a buckle, 203, a support rod, 3, a buffer layer, 4, a shock absorption layer, 5, th auxiliary pile columns, 6, a main pile column, 7, a base, 701, a waterproof layer, 702, shock absorption cotton, 8, a backfill layer, 9, a steel ball layer, 901, a steel ball, 10, a concrete layer, 11, a sand cushion layer, 12 and a second auxiliary pile column are arranged.

Detailed Description

The technical solution 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 , but not all embodiments.

In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", " end", " end", etc. indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.

In the description of the present invention, it is to be noted that unless otherwise explicitly stated or limited, the terms "mounted," disposed, "" connected, "and the like are used to mean, for example," connected, "may be a fixed connection, a detachable connection, or body-connected," may be a mechanical connection, an electrical connection, a direct connection, an indirect connection via an intermediate medium, and a communication between two elements.

Please refer to fig. 1-5, the utility model provides an embodiments, anti-seismic foundations for high-rise buildings, including foundation column 1, buffer layer 3, buffer layer 4 and base 7, backfill layer 8 is laid to the bottom of base 7, backfill layer 8 refers to in the engineering construction, after completing the subaerial engineering such as foundation, the soil of backfill returns the tamped, backfill layer 8 refers to the foundation, after the concealed works such as bed course are finished, the construction process of backfill, backfill layer 8's inside is fixed and is provided with buffer layer 3, after the earthquake occurs, can absorb the impact force that the earthquake brought through buffer layer 3, reduce the damage of earthquake to the foundation layer, and buffer layer 3 and base 7 fixed connection, buffer layer 3's bottom is fixed and is provided with steel ball bed course 9, steel ball layer 9 can produce the power because of vibrations, this power has slowed down the rocking of the building body to degree equally, make the rocking degree of the building body remain in the scope of rocking degree of the building all at the maximum, make the mechanical characteristics of building remain, the bottom of the building retain, the shock-absorbing foundation, the shock-absorbing layer 9 is equipped with shock-absorbing layer 4, the shock-absorbing layer is laid by the shock-absorbing rubber-absorbing pile body, the shock-absorbing layer 2, the shock-absorbing pile-absorbing.

Step , the inside of the supporting component 2 is fixed with a snap ring 201, the top of the snap ring 201 is fixedly provided with a supporting rod 203, the top of the supporting rod 203 is fixedly provided with a buckle 202, the foundation column 1 can be supported, the damage degree of the foundation column 1 is reduced, and the escape time of people is prolonged.

Step , a heat insulation layer 101 is fixedly arranged inside the foundation column 1, the foundation column 1 can be insulated, heat conduction is reduced, reinforcing ribs 102 are fixedly arranged on the side of the heat insulation layer 101, the foundation column 1 can be reinforced, and damage caused by an earthquake is reduced.

, the inside of base 7 is provided with waterproof layer 701, and waterproof layer 701 can prevent the infiltration of water stain, avoids the corruption to base 7 inside, and the side of waterproof layer 701 is filled there is shock attenuation cotton 702, and shock attenuation cotton 702 can carry out the shock attenuation to base 7, and when the earthquake comes temporarily, alleviate the vibrations to ground.

, steel balls 901 are uniformly distributed in the steel ball layer 9, and the steel balls 901 are made of stainless steel, so that the steel ball layer is simple in structure, low in cost and firm.

It will thus be seen that the present invention is illustrative and not restrictive, and the scope of the invention is defined 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.

Claims

1, kind of anti-seismic foundation for high-rise building, including foundation column (1), buffer layer (3), buffer layer (4) and base (7), its characterized in that the top fixed mounting of base (7) has foundation column (1), the both sides at base (7) top all fixed mounting have supporting component (2), and the top and foundation column (1) of supporting component (2) carry out fixed connection, the laying of base (7) has backfill layer (8), the inside fixed buffer layer (3) that is provided with of backfill layer (8), and buffer layer (3) and base (7) fixed connection, the fixed steel ball layer (9) that is provided with in bottom of buffer layer (3), the bottom of steel ball layer (9) is laid buffer layer (4), the bottom of buffer layer (4) is built concrete (10), the side fixed mounting of concrete layer (10) bottom has vice pile column (5) of second , the other side fixed mounting of concrete layer (10) bottom has vice stake (12), the fixed pile column (10) side fixed mounting has vice pile (82) and vice pile (82) of second, 3611) and vice pile (6) of laying of second, 3611) and vice pile (6) extend between vice pile (3611) and the vice pile (6) of sand bedding (3611).

2. An kind of earthquake-proof foundation for high-rise building, as claimed in claim 1, wherein the support component (2) is internally fixed with a snap ring (201), the top of the snap ring (201) is fixed with a support rod (203), and the top of the support rod (203) is fixed with a buckle (202).

3. An kind of earthquake-proof foundation for high-rise building, as claimed in claim 1, wherein the heat insulation layer (101) is fixed inside the foundation column (1), and reinforcing ribs (102) are fixed to the side of the heat insulation layer (101).

4. An aseismatic foundation as claimed in claim for high-rise buildings, wherein a waterproof layer 701 is provided in the base 7, and a damping cotton 702 is filled in the waterproof layer 701 on the side.

5. An kind of anti-seismic foundation for high-rise buildings according to claim 1, characterized in that, the steel balls (901) are evenly distributed in the steel ball layer (9), and the steel balls (901) are made of stainless steel.