CN207646749U - Earthquake-resistant building basis - Google Patents
Earthquake-resistant building basis Download PDFInfo
- Publication number
- CN207646749U CN207646749U CN201721429003.2U CN201721429003U CN207646749U CN 207646749 U CN207646749 U CN 207646749U CN 201721429003 U CN201721429003 U CN 201721429003U CN 207646749 U CN207646749 U CN 207646749U
- Authority
- CN
- China
- Prior art keywords
- earthquake
- bearing block
- pedestal
- pier
- beam pier
- 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
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model proposes a kind of earthquake-resistant building bases, including house foundation, pedestal beam pier is respectively arranged at left and right sides of house foundation, pedestal beam pier is forge piece of step type structure, house foundation is made of flat bed and flight, house foundation bottom is equipped with several bearing blocks, bearing block is in cuboid-type, flat bed beam is installed between flat bed and pedestal beam pier, flight beam is installed between flight and pedestal beam pier, bearing block beam is installed between adjacent bearing block and between bearing block and pedestal beam pier, the steel plate for being embedded with horizontally disposed steel plate in pedestal beam pier and being vertically arranged.The earthquake-resistant building basic engineering is scientific and reasonable, by increasing beam in different structure, house foundation and pedestal beam pier is made to form Elastic Contact, and antidetonation buffering effect is apparent, and house stationarity is good when earthquake, effectively prevents building body and is destroyed.
Description
Technical field
The utility model belongs to building field, more particularly to a kind of earthquake-resistant building basis.
Background technology
Currently, since house foundation and the earth form rigid contact, do not have anti seismic efficiency in earthquake, in sharp pounding
Under easily destroyed building body, cause casualties and huge economic losses.Therefore, there is an urgent need for one kind, design is scientific and reasonable now
Earthquake-resistant building basis.
Utility model content
The utility model proposes a kind of earthquake-resistant building bases, and solving meets with easily building body under sharp pounding in the prior art
To the problem of destruction.
What the technical solution of the utility model was realized in：A kind of earthquake-resistant building basis, including house foundation, the room
Pedestal beam pier is respectively arranged at left and right sides of toft plinth, the pedestal beam pier is forge piece of step type structure, and the house foundation is by putting down
Layer and flight composition, the house foundation bottom are equipped with several bearing blocks, and the bearing block is in cuboid-type, the flat bed
Flat bed beam is installed between the pedestal beam pier, being equipped with flight between the flight and the pedestal beam pier subtracts
Shake pad.
As a preferred embodiment, it is equipped between adjacent bearing block and between bearing block and pedestal beam pier and holds
Pouring weight beam.
As a preferred embodiment, horizontally disposed steel plate is embedded in the pedestal beam pier and along vertical
The steel plate of direction setting.
As a preferred embodiment, pedestal beam pier top portion is provided with multiple concrete pouring holes.
As a preferred embodiment, multiple grout holes are provided at the top of the bearing block.
After using above-mentioned technical proposal, the utility model has the beneficial effects that：The earthquake-resistant building basic engineering science is closed
Reason makes house foundation form Elastic Contact with pedestal beam pier, antidetonation buffering effect is bright by increasing beam in different structure
Aobvious, house stationarity is good when earthquake, effectively prevents building body and is destroyed.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, before not making the creative labor property
It puts, other drawings may also be obtained based on these drawings.
Fig. 1 is the overall structure diagram on the utility model earthquake-resistant building basis.
In figure, 1- pedestal beam piers；2- flat beds；3- flights；4- bearing blocks；5- flat bed beams；6- flight beams；
7- bearing block beams；8- steel plates；9- concrete pouring holes；10- grout holes.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without creative efforts
The every other embodiment obtained, shall fall within the protection scope of the present invention.
Embodiment：
As shown in Figure 1, a kind of earthquake-resistant building basis, including house foundation, it is respectively arranged at left and right sides of house foundation
Pedestal beam pier 1, pedestal beam pier 1 are forge piece of step type structure, and house foundation is made of flat bed 2 and flight 3, and house foundation bottom is equipped with
Several bearing blocks 4, bearing block 4 are in cuboid-type, and flat bed beam 5, flight 3 are equipped between flat bed 2 and pedestal beam pier 1
Flight beam 6 is installed between pedestal beam pier 1, between adjacent bearing block 4 and bearing block 4 and pedestal beam pier 1 it
Between bearing block beam 7 is installed, horizontally disposed steel plate 8 is embedded in pedestal beam pier 1 and is vertically arranged
Steel plate 8, the top of pedestal beam pier 1 is provided with multiple concrete pouring holes 9, and 4 top of bearing block is provided with multiple grout holes 10.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection domain within.
Claims (5)
1. a kind of earthquake-resistant building basis, which is characterized in that including：The left and right sides of house foundation, the house foundation is set respectively
It is equipped with pedestal beam pier, the pedestal beam pier is forge piece of step type structure, and the house foundation is made of flat bed and flight, the house
Foundation bottom is equipped with several bearing blocks, and the bearing block is in cuboid-type, is installed between the flat bed and the pedestal beam pier
There is flat bed beam, flight beam is installed between the flight and the pedestal beam pier.
2. earthquake-resistant building basis as described in claim 1, it is characterised in that：Between adjacent bearing block and bearing block and branch
Bearing block beam is installed between seat beam pier.
3. earthquake-resistant building basis as described in claim 1, it is characterised in that：It is embedded in the horizontal direction in the pedestal beam pier
The steel plate of setting and the steel plate being vertically arranged.
4. earthquake-resistant building basis as described in claim 1, it is characterised in that：Pedestal beam pier top portion is provided with multiple concrete
Pouring hole.
5. earthquake-resistant building basis as described in claim 1, it is characterised in that：It is provided with multiple grout holes at the top of the bearing block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721429003.2U CN207646749U (en) | 2017-10-30 | 2017-10-30 | Earthquake-resistant building basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721429003.2U CN207646749U (en) | 2017-10-30 | 2017-10-30 | Earthquake-resistant building basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207646749U true CN207646749U (en) | 2018-07-24 |
Family
ID=62883881
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721429003.2U Expired - Fee Related CN207646749U (en) | 2017-10-30 | 2017-10-30 | Earthquake-resistant building basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207646749U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761754A (en) * | 2017-10-30 | 2018-03-06 | 寿光源魏实业有限公司 | Earthquake-resistant building basis |
| CN111535355A (en) * | 2020-05-22 | 2020-08-14 | 浙江金誉工程咨询有限公司 | Industrial building shock attenuation basis |
-
2017
- 2017-10-30 CN CN201721429003.2U patent/CN207646749U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761754A (en) * | 2017-10-30 | 2018-03-06 | 寿光源魏实业有限公司 | Earthquake-resistant building basis |
| CN111535355A (en) * | 2020-05-22 | 2020-08-14 | 浙江金誉工程咨询有限公司 | Industrial building shock attenuation basis |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180724 Termination date: 20201030 |