CN107761754A - Earthquake-resistant building basis - Google Patents
Earthquake-resistant building basis Download PDFInfo
- Publication number
- CN107761754A CN107761754A CN201711035578.0A CN201711035578A CN107761754A CN 107761754 A CN107761754 A CN 107761754A CN 201711035578 A CN201711035578 A CN 201711035578A CN 107761754 A CN107761754 A CN 107761754A
- 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.)
- Pending
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 239000011440 grout Substances 0.000 claims description 4
- 230000003139 buffering effect Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 230000010006 flight Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/016—Flat foundations made mainly from prefabricated concrete elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/14—Geometrical or physical properties resilient or elastic
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention proposes a kind of earthquake-resistant building basis, including house foundation, pedestal beam pier is respectively arranged with left and right sides of house foundation, pedestal beam pier is forge piece of step type structure, house foundation is made up of flat bed and flight, house foundation bottom is provided 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, horizontally disposed steel plate and the steel plate vertically set are embedded with pedestal beam pier.The earthquake-resistant building basic engineering is scientific and reasonable, by increasing beam in different structure, house foundation and pedestal beam pier is formed Elastic Contact, and antidetonation buffering effect is obvious, and house stationarity is good during earthquake, effectively prevent building body and is destroyed.
Description
Technical field
The invention belongs to building field, more particularly to a kind of earthquake-resistant building basis.
Background technology
At present, because house foundation and the earth form rigid contact, do not possess anti seismic efficiency in earthquake, in sharp pounding
Under easily destroyed building body, cause casualties and huge economic losses.Therefore, it is reasonable to need a kind of design science badly now
Earthquake-resistant building basis.
The content of the invention
The present invention proposes a kind of earthquake-resistant building basis, and solving easily makes building body by broken under sharp pounding in the prior art
Bad the problem of.
The technical proposal of the invention is realized in this way：A kind of earthquake-resistant building basis, including house foundation, the housing base
Be respectively arranged with pedestal beam pier at left and right sides of plinth, the pedestal beam pier is forge piece of step type structure, the house foundation by flat bed and
Flight forms, and the house foundation bottom is provided with several bearing blocks, and the bearing block is in cuboid-type, the flat bed and institute
State and flat bed beam is installed between pedestal beam pier, flight damping is installed between the flight and the pedestal beam pier
Pad.
As a preferred embodiment, it is provided 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 with the pedestal beam pier and along vertical
The steel plate that direction is set.
As a preferred embodiment, the pedestal beam pier top portion is provided with multiple concrete pouring holes.
As a preferred embodiment, multiple grout holes are provided with the top of the bearing block.
After employing above-mentioned technical proposal, the beneficial effects of the invention are as follows：The earthquake-resistant building basic engineering is scientific and reasonable, leads to
Cross increases beam in different structure, house foundation is formed Elastic Contact with pedestal beam pier, antidetonation buffering effect is obvious, earthquake
When house stationarity it is good, effectively prevent building body and destroyed.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, without having to pay creative labor, may be used also
To obtain other accompanying drawings according to these accompanying drawings.
Fig. 1 is the overall structure diagram on earthquake-resistant building of the present invention 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.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
Embodiment：
As shown in figure 1, a kind of earthquake-resistant building basis, including house foundation, it is respectively arranged with 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 up of flat bed 2 and flight 3, and house foundation bottom is provided with
Several bearing blocks 4, bearing block 4 are in cuboid-type, and flat bed beam 5, flight 3 are provided 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 with pedestal beam pier 1 and is vertically set
Steel plate 8, the top of pedestal beam pier 1 is provided with multiple concrete pouring holes 9, and the top of bearing block 4 is provided with multiple grout holes 10.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God any modification, equivalent substitution and improvements made etc., should be included in the scope of the protection with principle.
Claims (5)
- A kind of 1. earthquake-resistant building basis, it is characterised in that including：House foundation, the left and right sides of the house foundation are set respectively Pedestal beam pier is equipped with, the pedestal beam pier is forge piece of step type structure, and the house foundation is made up of flat bed and flight, the house Foundation bottom is provided 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 claimed 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 claimed in claim 1, it is characterised in that：It is embedded with the horizontal direction in the pedestal beam pier The steel plate of setting and the steel plate vertically set.
- 4. earthquake-resistant building basis as claimed in claim 1, it is characterised in that：The pedestal beam pier top portion is provided with multiple concrete Pouring hole.
- 5. earthquake-resistant building basis as claimed in claim 1, it is characterised in that：Multiple grout holes are provided with the top of the bearing block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711035578.0A CN107761754A (en) | 2017-10-30 | 2017-10-30 | Earthquake-resistant building basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711035578.0A CN107761754A (en) | 2017-10-30 | 2017-10-30 | Earthquake-resistant building basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107761754A true CN107761754A (en) | 2018-03-06 |
Family
ID=61271951
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711035578.0A Pending CN107761754A (en) | 2017-10-30 | 2017-10-30 | Earthquake-resistant building basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107761754A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006241892A (en) * | 2005-03-04 | 2006-09-14 | Doing Rehouse:Kk | Aseismatic structure of house and its construction method |
| CN204385777U (en) * | 2015-01-13 | 2015-06-10 | 山东大学 | A kind of universal damping foundation structure |
| CN205636780U (en) * | 2016-04-25 | 2016-10-12 | 中建六局土木工程有限公司 | Shock attenuation basis construction structures |
| CN207646749U (en) * | 2017-10-30 | 2018-07-24 | 寿光源魏实业有限公司 | Earthquake-resistant building basis |
-
2017
- 2017-10-30 CN CN201711035578.0A patent/CN107761754A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006241892A (en) * | 2005-03-04 | 2006-09-14 | Doing Rehouse:Kk | Aseismatic structure of house and its construction method |
| CN204385777U (en) * | 2015-01-13 | 2015-06-10 | 山东大学 | A kind of universal damping foundation structure |
| CN205636780U (en) * | 2016-04-25 | 2016-10-12 | 中建六局土木工程有限公司 | Shock attenuation basis construction structures |
| CN207646749U (en) * | 2017-10-30 | 2018-07-24 | 寿光源魏实业有限公司 | Earthquake-resistant building basis |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180306 |
|
| RJ01 | Rejection of invention patent application after publication |