CN107761754A - Earthquake-resistant building basis - Google Patents

Earthquake-resistant building basis Download PDF

Info

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
Application number
CN201711035578.0A
Other languages
Chinese (zh)
Inventor
魏同福
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shouguang Source Wei Industrial Co Ltd
Original Assignee
Shouguang Source Wei Industrial Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shouguang Source Wei Industrial Co Ltd filed Critical Shouguang Source Wei Industrial Co Ltd
Priority to CN201711035578.0A priority Critical patent/CN107761754A/en
Publication of CN107761754A publication Critical patent/CN107761754A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • E02D27/016Flat foundations made mainly from prefabricated concrete elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/08Protective 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/14Geometrical or physical properties resilient or elastic
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/002Concrete
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0026Metals
    • E02D2300/0029Steel; Iron

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

Earthquake-resistant building basis
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)

  1. 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. 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. 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. 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. 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.
CN201711035578.0A 2017-10-30 2017-10-30 Earthquake-resistant building basis Pending CN107761754A (en)

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)

* Cited by examiner, † Cited by third party
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

Patent Citations (4)

* Cited by examiner, † Cited by third party
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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