CN207267991U - A kind of strong ground of shock resistance - Google Patents

A kind of strong ground of shock resistance Download PDF

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Publication number
CN207267991U
CN207267991U CN201721332528.4U CN201721332528U CN207267991U CN 207267991 U CN207267991 U CN 207267991U CN 201721332528 U CN201721332528 U CN 201721332528U CN 207267991 U CN207267991 U CN 207267991U
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CN
China
Prior art keywords
bases
ground
building
shock resistance
basis
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201721332528.4U
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Chinese (zh)
Inventor
张力丹
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Guangzhou Shi Fang Architectural Design Co Ltd
Original Assignee
Guangzhou Shi Fang Architectural Design Co Ltd
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Priority to CN201721332528.4U priority Critical patent/CN207267991U/en
Application granted granted Critical
Publication of CN207267991U publication Critical patent/CN207267991U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of strong ground of shock resistance, including ground and it is arranged on ground and is used for the building basis for carrying building, the building basis includes being arranged on the B bases that on ground and upper surface sets reeded A basic and is arranged in groove, and A elastic shock attenuation structures are provided with the gap between A bases and B bases.The beneficial effects of the utility model are:The utility model can vibration energy caused by comprehensive shock-absorbing buffering earthquake, so as to play good antihunt action, and overall construction intensity is high, is conducive to keep integrally-built stability, so that phenomena such as avoiding building run-off the straight, cracking.

Description

A kind of strong ground of shock resistance
Technical field
Building field is the utility model is related to, is a kind of strong ground of shock resistance specifically.
Background technology
Ground is mainly used for carrying building, it is desirable to possesses enough bearing capacitys.And the settling amount of ground needs to control Within the specific limits, secondly the settlement of foundation difference of different parts cannot be too big, and otherwise building top can produce cracking and become.With The development of society, skyscraper are more and more.In order to avoid building is subject to the natural calamities such as earthquake to destroy and designs by antidetonation Ground.Such as the Chinese patent of Application No. " 201620605020.6 "《A kind of Anti-quaking foundation structure》, it is by setting multilayer Structure come achieve the purpose that absorb seismic energy.But its is complicated, and cause overall structure rigid, strong because of layering Degree is poor, its structure is also difficult to the requirement for meeting " the settlement of foundation difference of different parts cannot be too big ".
Utility model content
The purpose of this utility model is to provide a kind of stable structure, the antidetonation that bearing capacity is strong, foundation structure intensity is high The strong ground of ability.
The utility model is achieved through the following technical solutions:A kind of strong ground of shock resistance, including ground and be arranged on On ground and the building for carrying building is basic, and the building basis includes being arranged on ground and upper surface is set Reeded A bases and the B bases being arranged in groove are put, A bullets are provided with the gap between A bases and B bases Property shock-damping structure.This programme using A bases and B bases with the use of can ensure the building integrally-built intensity in basis with And rigidity, using A basis B bases between A elastic shock attenuations structure can Omnibearing absorbing, buffering earthquake produce vibrations, So as to keep the stability of building, be conducive to avoid building from being subject to eaerthquake damage, and reduce rocking for the high-rise generation of building.
The A elastic shock attenuations structure includes several springs, and the spring is separately positioned on groove medial surface and B bases Between plinth side between the groove inner bottom surface B bottoms of foundation.Spring is interior between B bases easy to be uniformly set at groove, So as to provide comprehensive protection when earthquake disaster occurs, make the power that earthquake is delivered in building more scattered, be conducive to subtract The power that Minor Construction thing basis or building unit area are born, so as to protect the safety of building basis or building.
Gap between the A bases and B bases is filled with cement structures.Be conducive to using cement structures filling gap Keep B bases and the stability of building, and cement structures due to intensity it is not high, itself also possesses certain buffering shock-absorbing energy Power, harm and destruction caused by advantageously reducing earthquake.
Further include several auxiliary foundations for being arranged on ground and being distributed in around A bases, the auxiliary foundation and A B elastic shock attenuation structures are provided between basis.The shock resistance of this programme entirety can be increased using B elastic shock attenuations structure, led to Cross B elastic shock attenuations structure and A elastic shock attenuation structures play the role of double shielding, when reducing earthquake, be delivered on building Energy, so as to reduce rocking and protecting building not to be destroyed for building generation.
The B elastic shock attenuations structure is steel bent plate, the steel bent plate convex surface facing A bases.Utilize steel Bent plate can absorb energy caused by earthquake, and during due to earthquake, power caused by earthquake is directed toward A bases, makes steel bent plate Convex surface facing A bases, make in the bending of steel bent plate stress, steel bent plate and the contact area on A bases can increase, so as to reduce A The pressure being subject in fundamental unit area, so that be conducive to avoid A bases destroyed, and auxiliary foundation is arranged on outside A bases Enclose, even if auxiliary foundation is destroyed, be subject to destruction to be more favorable for repairing than A basis.
The auxiliary foundation connection is arranged on A bases outside in a ring.The strong of auxiliary foundation entirety can be increased with this Degree and rigidity, are conducive to improve the ability of antidetonation.
Gap filling concrete structure between the A bases and auxiliary foundation.It can be played with this using cement structures The effect of shock-absorbing is buffered, reduces the pressure during work of steel bent plate.
Further include several and be arranged on A bases perpendicular to A bases upper surface and down-set reinforcing rib, the reinforcing rib On the lateral surface of plinth or penetrate A basis;The length of the reinforcing rib is greater than or equal to the height on A bases.With this energy therefore carry Original text A bases and the bonding strength of ground, so as to improve the stability on A bases.
The utility model compared with prior art, has the following advantages and beneficial effect:
The utility model can vibration energy caused by comprehensive shock-absorbing buffering earthquake, make so as to play good antidetonation With, and overall construction intensity is high, is conducive to keep integrally-built stability, so as to avoid building run-off the straight, cracking Phenomena such as.
Brief description of the drawings
Fig. 1 is the structure diagram of this programme;
Fig. 2 is the top view of this programme;
Wherein 1- grounds, 2-A bases, 3- springs, 4- buildings, 5-B bases, 6- auxiliary foundations, 7- reinforcing ribs, 8- steels Bent plate.
Embodiment
The utility model is described in further detail with reference to embodiment, but the embodiment of the utility model is not It is limited to this.
Embodiment 1:
As shown in Figure 1, in the present embodiment, a kind of strong ground of shock resistance, including ground 1 and be arranged on ground 1 and For carrying the building basis of building 4, described building basis includes being arranged on ground 1 and upper surface be provided with it is recessed The A bases 2 of groove and the B bases 5 that are arranged in groove, it is elastic to be provided with A in the gap between the 2 and B bases 5 of A bases Shock-damping structure.This programme using A bases 2 and B bases 5 with the use of can ensure the basic integrally-built intensity of building with And rigidity, can be from each side of basic 2 surroundings and lower section etc. of A using the A elastic shock attenuations structure between the 2 and B bases 5 of A bases The vibrations that position absorbs, buffering earthquake produces, so as to keep the stability of building, are conducive to avoid building from being subject to eaerthquake damage, And reduce rocking for the high-rise generation of building.
Embodiment 2:
On the basis of above-described embodiment, in the present embodiment, the A elastic shock attenuations structure includes several springs 3, institute The spring 3 stated is separately positioned between groove medial surface and basic 5 sides of B between basic 5 bottom surfaces of groove inner bottom surface B.Spring 3 Easy to be uniformly set in groove between B bases 5, so as to provide comprehensive protection when earthquake disaster occurs, make The power that earthquake is delivered on B bases 5 is more scattered, is conducive to reduce the power that basic 5 unit areas of B are born, so as to protect B basic 5 are not destroyed.In the present embodiment, other parts not described are identical with the content of above-described embodiment, therefore do not repeat.
Embodiment 3:
On the basis of above-described embodiment, in the present embodiment, the gap between the 2 and B bases 5 of A bases is filled with Cement structures, the cement structures are poured by cement to be formed, and can be filled up completely between the 2 and B bases 5 of A bases using cement Gap.Be conducive to keep B bases 5 and the stability of building 4 using cement structures filling gap, be conducive to make spring 3 equal Even stress and make it that 3 stress of spring everywhere, deformation are uniform below on B bases 5, and make the spring 3 of basic 5 surroundings of B everywhere by Power, deformation are uniform.And cement structures are not since intensity is high, when an earthquake occurs, it can play buffering using cement structures and inhale The effect of shake, harm and destruction caused by advantageously reducing earthquake.In the present embodiment, other parts not described and above-mentioned implementation The content of example is identical, therefore does not repeat.
Embodiment 4:
As shown in Fig. 2, on the basis of above-described embodiment, in the present embodiment, further include several be arranged on ground 1 and The auxiliary foundation 6 being distributed in around A bases 2, is provided with B elastic shock attenuation structures between the auxiliary foundation 6 and A bases 2.Profit The shock resistance of this programme entirety can be increased with B elastic shock attenuations structure, pass through B elastic shock attenuations structure and A elastic shock attenuation structures Play the role of double shielding, when reducing earthquake, the energy that is delivered on building 4, so as to reduce rocking for the generation of building 4 And building 4 is protected not to be destroyed.Auxiliary foundation 6 is made of armored concrete.In the present embodiment, other parts not described It is identical with the content of above-described embodiment, therefore do not repeat.
Embodiment 5:
On the basis of above-described embodiment, in the present embodiment, the B elastic shock attenuations structure is steel bent plate 8, described Steel bent plate 8 convex surface facing A bases 2.Energy caused by earthquake can be absorbed using steel bent plate 8, during due to earthquake, ground Power caused by shake is directed toward A bases 2, make steel bent plate 8 convex surface facing A bases 2, make in the bending of 8 stress of steel bent plate, steel The contact area on bent plate 8 and A bases 2 can increase, so as to reduce the pressure being subject in basic 2 unit areas of A, so as to be conducive to keep away It is destroyed to exempt from A bases 2, and auxiliary foundation 6 is arranged on 2 periphery of A bases, even if auxiliary foundation 6 is destroyed, than A basis 2 by It is more favorable for repairing to destruction.In the present embodiment, other parts not described are identical with the content of above-described embodiment, therefore do not go to live in the household of one's in-laws on getting married State.
Embodiment 6:
On the basis of above-described embodiment, in the present embodiment, the auxiliary foundation 6 connects is arranged on A bases 2 in a ring Outside.The overall intensity and rigidity of auxiliary foundation 6 can be increased with this, be conducive to improve the ability of antidetonation.In the present embodiment, Other parts not described are identical with the content of above-described embodiment, therefore do not repeat.
Embodiment 7:
On the basis of above-described embodiment, in the present embodiment, the gap between A bases 2 and auxiliary foundation 6 is filled Cement structures.It can play the role of buffering shock-absorbing using cement structures with this, reduce pressure when steel bent plate 8 works.This In embodiment, other parts not described are identical with the content of above-described embodiment, therefore do not repeat.
Embodiment 8:
On the basis of above-described embodiment, in the present embodiment, several are further included perpendicular to basic 2 upper surfaces of A and downwards The reinforcing rib 7 of setting, the reinforcing rib 7 are arranged on the lateral surface on A bases 2 or penetrate A bases 2;The reinforcing rib 7 Length is greater than or equal to the height on A bases 2.With this energy therefore original text A bases 2 and the bonding strength of ground 1 are carried, so as to improve A bases The stability of plinth 2.In the present embodiment, other parts not described are identical with the content of above-described embodiment, therefore do not repeat.
The above, is only the preferred embodiment of the utility model, and limit in any form is not done to the utility model System, every any simple modification made according to the technical essence of the utility model to above example, equivalent variations, each falls within Within the scope of protection of the utility model.

Claims (8)

1. a kind of strong ground of shock resistance, including ground(1)Be arranged on ground(1)Above and for carrying building(4)'s Building basis, it is characterised in that:The building basis includes being arranged on ground(1)Upper and upper surface sets reeded A bases(2)With the B bases being arranged in groove(5), described A bases(2)With B bases(5)Between gap in be provided with A Elastic shock attenuation structure.
A kind of 2. strong ground of shock resistance according to claim 1, it is characterised in that:The A elastic shock attenuation structures Including several springs(3), the spring(3)It is separately positioned on groove medial surface and B bases(5)Between side and in groove Bottom surface B bases(5)Between bottom surface.
A kind of 3. strong ground of shock resistance according to claim 2, it is characterised in that:The A bases(2)With B bases Plinth(5)Between gap be filled with cement structures.
A kind of 4. strong ground of shock resistance according to any one of claim 1,2,3, it is characterised in that:If further include Dry is arranged on ground(1)Go up and be distributed in A bases(2)The auxiliary foundation of surrounding(6), the auxiliary foundation(6)With A bases (2)Between be provided with B elastic shock attenuation structures.
A kind of 5. strong ground of shock resistance according to claim 4, it is characterised in that:The B elastic shock attenuation structures For steel bent plate(8), the steel bent plate(8)Convex surface facing A basis(2).
A kind of 6. strong ground of shock resistance according to claim 5, it is characterised in that:The auxiliary foundation(6)Even Connect and be arranged on A bases in a ring(2)Outside.
A kind of 7. strong ground of shock resistance according to claim 6, it is characterised in that:The A bases(2)With auxiliary Basis(6)Between gap filling concrete structure.
A kind of 8. strong ground of shock resistance according to any one of claim 1,2,3,5,6,7, it is characterised in that:Also Including several perpendicular to A bases(2)Upper surface and down-set reinforcing rib(7), the reinforcing rib(7)It is arranged on A bases Plinth(2)Lateral surface on or penetrate A basis(2);The reinforcing rib(7)Length be greater than or equal to A basis(2)Height.
CN201721332528.4U 2017-10-16 2017-10-16 A kind of strong ground of shock resistance Expired - Fee Related CN207267991U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721332528.4U CN207267991U (en) 2017-10-16 2017-10-16 A kind of strong ground of shock resistance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721332528.4U CN207267991U (en) 2017-10-16 2017-10-16 A kind of strong ground of shock resistance

Publications (1)

Publication Number Publication Date
CN207267991U true CN207267991U (en) 2018-04-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721332528.4U Expired - Fee Related CN207267991U (en) 2017-10-16 2017-10-16 A kind of strong ground of shock resistance

Country Status (1)

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CN (1) CN207267991U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113073681A (en) * 2021-04-01 2021-07-06 上海市城市建设设计研究总院(集团)有限公司 Long and narrow underground structure adaptive to strong earthquake action and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113073681A (en) * 2021-04-01 2021-07-06 上海市城市建设设计研究总院(集团)有限公司 Long and narrow underground structure adaptive to strong earthquake action and construction method thereof

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180424

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