CN205676932U - A kind of Anti-quaking foundation structure - Google Patents
A kind of Anti-quaking foundation structure Download PDFInfo
- Publication number
- CN205676932U CN205676932U CN201620605020.6U CN201620605020U CN205676932U CN 205676932 U CN205676932 U CN 205676932U CN 201620605020 U CN201620605020 U CN 201620605020U CN 205676932 U CN205676932 U CN 205676932U
- Authority
- CN
- China
- Prior art keywords
- layer
- upper strata
- foundation structure
- lower floor
- quaking
- Prior art date
- 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
Links
Landscapes
- Foundations (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A kind of Anti-quaking foundation structure of the present utility model, including: foundation beam, basis and antidetonation layer；Antidetonation layer includes upper strata longitudinal direction antidetonation layer, lower floor's longitudinal direction antidetonation layer, upper strata Horizontal Seismic layer, lower floor's Horizontal Seismic layer, ball layer, upper strata ball orbit and lower floor's ball orbit；Basis includes basic body, a clump of piles, shockproof cushioning layer.Of the present utility model have the beneficial effect that a kind of Anti-quaking foundation structure of the present utility model achieves effective buffering of the shear wave producing earthquake and compressional wave by the setting of the upper strata longitudinal direction antidetonation layer within antidetonation layer, lower floor's longitudinal direction antidetonation layer, upper strata Horizontal Seismic layer, lower floor's Horizontal Seismic layer and ball layer, alleviate the earthquake damage to building；And the basic body of circular arc type, a clump of piles and shockproof cushioning layer also are able to further seismic wave be played cushioning effect；The simple in construction of Anti-quaking foundation structure the most of the present utility model, with low cost, shock resistance is strong.
Description
Technical field
This utility model belongs to building structure technology field, is specifically related to a kind of Anti-quaking foundation structure.
Background technology
Along with the development of human society, the growth of population, the building that the mankind are built gets more and more, in order to save soil
, the most each big city has all been built many high buildings and large mansions, have accumulated substantial amounts of population and material wealth inside these mansions,
So the safety in building becomes an important problem, wherein a quakeproof and quake-resistant performance important indicator especially.Earthquake is sent out
Time raw, focus the wavelength-division being transmitted to ground is two kinds: shear wave and compressional wave.Earthquake disaster, earth's surface building is once occurred to suffer
Destroy, particularly skyscraper.And current building trade does not also have the anti-of a kind of harm that can effectively prevent earthquake from bringing
Shake foundation structure.
Summary of the invention
For solving the deficiencies in the prior art, the purpose of this utility model is to provide one can effectively prevent earthquake to building
Build the Anti-quaking foundation structure that thing damages.
A kind of Anti-quaking foundation structure, including: foundation beam, basis and resisting of being arranged between aforementioned base beam and aforementioned base
Shake layer；
Aforementioned antidetonation layer includes that upper strata longitudinal direction antidetonation layer, lower floor's longitudinal direction antidetonation layer, upper strata Horizontal Seismic layer, lower floor laterally resist
Shake layer, ball layer, upper strata ball orbit and lower floor's ball orbit；
Aforementioned base includes basic body, is arranged at the clump of piles below aforementioned base main body, is arranged at aforementioned base main body
The shockproof cushioning layer of periphery.
Aforementioned base main body is circular arc type structure.
Aforementioned shockproof cushioning layer uses engineered plastics material.
Aforementioned upper strata longitudinal direction antidetonation layer, lower floor's longitudinal direction antidetonation layer, upper strata Horizontal Seismic layer and lower floor's Horizontal Seismic layer are all adopted
Constitute with the elastomer having cushioning effect.
Aforementioned upper strata longitudinal direction antidetonation layer, lower floor's longitudinal direction antidetonation layer are by can some springs of longitudinal extension be arranged to make up.
Aforementioned upper strata Horizontal Seismic layer and lower floor's Horizontal Seismic layer are by can some springs of transversal stretching be arranged to make up.
An aforementioned clump of piles includes king pile post and secondary pile.
Aforementioned king pile post is 1, and aforementioned auxiliary pile is at least 4.
Aforementioned king pile post, secondary pile are all perpendicular to aforementioned base main body circular arc tangential line.
Aforementioned king pile post is perpendicular to ground level.
Of the present utility model have the beneficial effect that a kind of Anti-quaking foundation structure of the present utility model is by within antidetonation layer
Upper strata longitudinal direction antidetonation layer, lower floor's longitudinal direction antidetonation layer, upper strata Horizontal Seismic layer, lower floor's Horizontal Seismic layer and ball layer realization is set
The shear wave producing earthquake and effective buffering of compressional wave, alleviate the earthquake damage to building；And the basis of circular arc type
Main body, a clump of piles and shockproof cushioning layer also are able to further seismic wave be played cushioning effect；The most of the present utility model anti-
Shake the simple in construction of foundation structure, with low cost, shock resistance is strong.
Accompanying drawing explanation
Fig. 1 is the structural representation of a specific embodiment of a kind of Anti-quaking foundation structure of the present utility model.
The implication of reference in figure: 1-foundation beam, 2-basis, 3-antidetonation layer, 4-upper strata longitudinal direction antidetonation layer, 5-lower floor indulges
To antidetonation layer, 6-upper strata Horizontal Seismic layer, 7-lower floor Horizontal Seismic layer, 8-ball layer, 9-upper strata ball orbit, 10-lower floor rolls
Pearl track, 11-basic body, 12-shockproof cushioning layer, 13-king pile post, 14-pair pile.
Detailed description of the invention
With reference to Fig. 1, a kind of Anti-quaking foundation structure of the present utility model, including: foundation beam 1, basis 2 and be arranged at foundation beam
Antidetonation layer 3 between 1 and basis 2；Antidetonation layer 3 includes upper strata longitudinal direction antidetonation layer 4, lower floor's longitudinal direction antidetonation layer 5, upper strata Horizontal Seismic
Layer 6, lower floor's Horizontal Seismic layer 7, ball layer 8, upper strata ball orbit 9 and lower floor's ball orbit 10；Basis 2 includes basic body
11, it is arranged at the clump of piles below basic body 11, is arranged at the shockproof cushioning layer 12 of basic body 11 periphery.
As the preferred scheme of one, basic body 11 is circular arc type structure.The selection of this shape can increase building
The stability of thing, improves anti seismic efficiency.
It is further preferred that shockproof cushioning layer 12 uses engineered plastics material.This material can play well buffering
Effect, and then reduce the earthquake infringement to building.
It is further preferred that upper strata longitudinal direction antidetonation layer 4, lower floor's longitudinal direction antidetonation layer 5, upper strata Horizontal Seismic layer 6 and lower floor are horizontal
All use the elastomer having cushioning effect to constitute to antidetonation layer 7.The injury that earthquake can be caused by the setting of this structure is played
The effect of buffering, alleviates the disaster that earthquake brings, and shock resistance is strong.
It is further preferred that upper strata longitudinal direction antidetonation layer 4 and lower floor's longitudinal direction antidetonation layer 5 are by can some spring rows of longitudinal extension
Row are constituted.The selection of this material can not only play good cushioning effect, alleviates the injury that earthquake brings, and raw material comes
Source is extensive, low cost.
It is further preferred that upper strata Horizontal Seismic layer 6 and lower floor's Horizontal Seismic layer 7 are by can some spring rows of transversal stretching
Row are constituted.The selection of this material can not only play good cushioning effect, alleviates the injury that earthquake brings, and raw material comes
Source is extensive, low cost.
It is further preferred that a clump of piles includes king pile post 13 and secondary pile 14；And king pile post 13 is 1, secondary pile 14 is at least
It it is 4；King pile post 13, secondary pile 14 are all perpendicular to basic body 11 circular arc tangential line；King pile post 13 also is normal to ground level simultaneously.
Use such structure to ensure that the stability of Anti-quaking foundation structure with relative position, improve anti seismic efficiency.
A kind of Anti-quaking foundation structure of the present utility model, its work process is: when earthquake does not occur, act primarily as effect
Structure based on beam 1 and basis 2, especially basic body 11, king pile post 13, secondary pile 14.When coming earthquake, then pass through
The compressional wave that earthquake is produced by upper strata longitudinal direction antidetonation layer 4, lower floor's longitudinal direction antidetonation layer 5 effectively buffers, and is laterally resisted by upper strata
The shear wave that earthquake is produced by shake layer 6, lower floor's Horizontal Seismic layer 7 effectively buffers；Simultaneously ball layer 8, shockproof cushioning layer 12,
Seismic wave can be played certain cushioning effect, finally by king pile post 13, the secondary structure such as pile 14, circular arc type basic body 11
The effective opposing earthquake infringement to building.
Should be appreciated that specific embodiment described above is only used for explaining this utility model, be not used to limit this reality
With novel.The obvious change extended out by spirit of the present utility model or variation are still in protection of the present utility model
Among scope.
Claims (10)
1. an Anti-quaking foundation structure, it is characterised in that including: foundation beam (1), basis (2) and be arranged at described foundation beam (1)
And the antidetonation layer (3) between described basis (2)；
Described antidetonation layer (3) include upper strata longitudinal direction antidetonation layer (4), lower floor's longitudinal direction antidetonation layer (5), upper strata Horizontal Seismic layer (6), under
Layer Horizontal Seismic layer (7), ball layer (8), upper strata ball orbit (9) and lower floor's ball orbit (10)；
Described basis (2) includes basic body (11), the shockproof cushioning layer (12) being arranged at described basic body (11) periphery, sets
It is placed in a clump of piles for described basic body (11) lower section.
A kind of Anti-quaking foundation structure, it is characterised in that described basic body (11) is circular arc type knot
Structure.
A kind of Anti-quaking foundation structure the most according to claim 1 or claim 2, it is characterised in that described shockproof cushioning layer (12) uses
Engineered plastics material.
A kind of Anti-quaking foundation structure, it is characterised in that described upper strata longitudinal direction antidetonation layer (4), lower floor
Longitudinal antidetonation layer (5), upper strata Horizontal Seismic layer (6) and lower floor's Horizontal Seismic layer (7) all use and have the elastomer structure of cushioning effect
Become.
A kind of Anti-quaking foundation structure, it is characterised in that described upper strata longitudinal direction antidetonation layer (4), lower floor
Longitudinal antidetonation layer (5) is by can some springs of longitudinal extension be arranged to make up.
A kind of Anti-quaking foundation structure, it is characterised in that described upper strata Horizontal Seismic layer (6) and under
Layer Horizontal Seismic layer (7) is by can some springs of transversal stretching be arranged to make up.
A kind of Anti-quaking foundation structure, it is characterised in that a described clump of piles includes king pile post (13) and pair
Pile (14).
A kind of Anti-quaking foundation structure, it is characterised in that described king pile post (13) is 1, described pair
Pile (14) at least 4.
A kind of Anti-quaking foundation structure, it is characterised in that described king pile post (13), secondary pile (14)
All it is perpendicular to the circular arc tangential line of described basic body (11).
A kind of Anti-quaking foundation structure, it is characterised in that described king pile post (13) is perpendicular to Horizon
Face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620605020.6U CN205676932U (en) | 2016-06-08 | 2016-06-08 | A kind of Anti-quaking foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620605020.6U CN205676932U (en) | 2016-06-08 | 2016-06-08 | A kind of Anti-quaking foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205676932U true CN205676932U (en) | 2016-11-09 |
Family
ID=57431149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620605020.6U Expired - Fee Related CN205676932U (en) | 2016-06-08 | 2016-06-08 | A kind of Anti-quaking foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205676932U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914489A (en) * | 2019-04-08 | 2019-06-21 | 河南工业大学 | A kind of follow-on damping ground based system |
| CN111254990A (en) * | 2020-03-26 | 2020-06-09 | 张红宾 | Civil engineering antidetonation composite set |
| CN112339929A (en) * | 2020-11-23 | 2021-02-09 | 上海海事大学 | Anti-collision protection device and method for ship port |
-
2016
- 2016-06-08 CN CN201620605020.6U patent/CN205676932U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914489A (en) * | 2019-04-08 | 2019-06-21 | 河南工业大学 | A kind of follow-on damping ground based system |
| CN109914489B (en) * | 2019-04-08 | 2020-07-28 | 河南工业大学 | Follow-on shock attenuation ground system |
| CN111254990A (en) * | 2020-03-26 | 2020-06-09 | 张红宾 | Civil engineering antidetonation composite set |
| CN112339929A (en) * | 2020-11-23 | 2021-02-09 | 上海海事大学 | Anti-collision protection device and method for ship port |
| CN112339929B (en) * | 2020-11-23 | 2021-05-14 | 上海海事大学 | Anti-collision protection device and method for ship port |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205676932U (en) | A kind of Anti-quaking foundation structure | |
| CN202899170U (en) | Earthquake-proof foundation | |
| CN206397237U (en) | A kind of steel construction shock mount | |
| Carpani | Base isolation from a historical perspective | |
| CN202064676U (en) | Quakeproof building | |
| CN204098055U (en) | A kind of district structure earthquake proof foundation | |
| CN206309096U (en) | Damping type building | |
| CN203684294U (en) | Anti-seismic foundation | |
| CN203741888U (en) | Anti-seismic foundation | |
| CN105908770B (en) | A kind of novel building shock insulating foundation | |
| CN203795452U (en) | Long and short combined pile anti-seismic foundation in soft soil field | |
| CN203684247U (en) | Earthquake-resistant foundation of multi-story building | |
| Wang et al. | Response analysis of cathead transmission tower seismic performance based on Open Sees | |
| Cui et al. | The ground motion attenuation relation for the mountainous area in Sichuan and Yunnan | |
| CN203096773U (en) | Anti-seismic subgrade | |
| CN203429674U (en) | Universal sliding anti-seismic mechanism | |
| Chen | Lessons learned from Wenchuan earthquake for seismic safety of large dams | |
| Wen et al. | Field Survey of Mw8. 8 Feb. 27, 2010 Chile Earthquake and Tsunami | |
| CN201730375U (en) | Energy-dissipation and anti-seismic building with asphaltic sand cushion | |
| CN206971872U (en) | The damping drop impact explosion-protection equipment of flexible clay ball | |
| CN106245588B (en) | Three-dimensional ecology interlocking segment | |
| CN201232385Y (en) | Anti-earthquake building | |
| CN204825789U (en) | Three -dimensional ecological interlocking piece | |
| CN204803924U (en) | Basis isolating device | |
| CN211113724U (en) | Equipment shock insulation buffer |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161109 Termination date: 20170608 |