CN105908770B - A kind of novel building shock insulating foundation - Google Patents
A kind of novel building shock insulating foundation Download PDFInfo
- Publication number
- CN105908770B CN105908770B CN201610389036.2A CN201610389036A CN105908770B CN 105908770 B CN105908770 B CN 105908770B CN 201610389036 A CN201610389036 A CN 201610389036A CN 105908770 B CN105908770 B CN 105908770B
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- CN
- China
- Prior art keywords
- steel ball
- soleplate
- steel
- steel plate
- circular
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- 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
Abstract
The invention discloses a kind of novel building shock insulating foundation, including upper soleplate and lower soleplate, eight steel ball disk holes of annular array between upper soleplate and lower soleplate, it is another among the steel ball disk hole of eight circular arrays to set a steel ball disk hole, steel ball disk hole is made up of circular tunnel and guiding slope, steel ball disk is provided with upper steel plate and lower steel plate in hole, and big steel ball and small steel ball are filled between upper steel plate and lower steel plate.It is an advantage of the invention that：It is simple in construction, it is easy for construction, significant isolating affection can be played in all directions, while base form is various, can be suitably used for multiple structural forms, it is more excellent especially for current most common frame structure, isolation property.
Description
Technical field：
The invention belongs to the damper technical field of architectural engineering, can cut down different directions geological process to building
Influence, and in particular to a kind of novel building shock insulating foundation.
Background technology：
China is the multiple country of an earthquake disaster, and earthquake serious threat the safety of life and property of people how
The anti-seismic performance for improving building is highly paid close attention to.
For the antidetonation of building, currently used method has：The first kind is to strengthen the strength and stiffness of building, makes to build
The impact of seismic wave can be resisted by building thing, but its building cost is larger, and anti seismic efficiency is sometimes unsatisfactory；Second class be by
The devices such as various dampers carry out damping, but the earthquake gross energy that building is inputted in this technology does not change, and also has very
Big limitation；3rd class Base Isolation Technology, geological process can be cut down from fundamental aspect.
Conventional damper method, is merely able to meet under normal circumstances the damper requirement on single direction, and ground
Shaking focus has uncertainty, so it is difficult to ensure that being attained by the effect of damper in building all directions.
Analyzed based on more than, present invention design is a kind of not only economical but also practical and can make building respectively to there can be damping
The building basis of isolating affection seems that tool is of great significance.
The content of the invention：
In order to solve the deficiency of existing structure Aseismic Design thinking, present invention aims at, there is provided a kind of novel building
Shock insulating foundation, can cut down geological process in all directions simultaneously influences, and reduces seismic wave to greatest extent, especially horizontally
Seismic wave, the destruction to building, improve the anti-seismic performance of building.
A kind of novel building shock insulating foundation, including upper soleplate and lower soleplate, between upper soleplate and lower soleplate
Eight steel ball disk holes of annular array, the steel ball disk hole of eight circular arrays is middle separately to set a steel ball disk hole, steel ball
Disk hole is by circular tunnel and is oriented to slope and forms, and steel ball disk is provided with upper steel plate and lower steel plate in hole, upper steel plate and lower steel plate it
Between be filled with big steel ball and small steel ball.
The establishment reinforcing bar for fastening strength is equipped with upper soleplate and lower soleplate.
It is welded with contact surface and lower contact surface between soleplate and lower steel plate between upper soleplate and upper steel plate
Channel steel type sockets steel bar column, and upper steel plate, lower steel plate socket steel bar column by channel steel type respectively and poured with upper soleplate, lower soleplate
For entirety.
Big steel ball and small ball surfaces carry out wax oil Cotton seeds.
Big steel ball is first discharged in circular tunnel, then with small steel ball fill up big steel ball between space.
Place magnet piece in the upper surface center of upper steel plate.
It is oriented to inside slope and is filled and led up with talcum wax oil and elastomeric material.
Upper soleplate and lower soleplate are circle, and the periphery side of upper soleplate and lower soleplate is respectively provided with circle muscle, circle
Muscle arranges construction muscle in the inner part.
The steel ball disk hole of eight circular arrays adds a middle steel ball disk to cheat to form circular foundation, circular foundation
Corner at set up steel ball disk hole respectively, and set peripheral reinforcing bar in periphery and form square foundation, two square foundations
Combination forms rectangle basis, and circular foundation, square foundation and rectangle basis can be according to being actually needed independent assortment.
The beneficial effect that the present invention is reached：The present invention is cheated as basic element with steel ball disk, in each orientation cloth in basis
Multigroup identical steel ball disk hole is put, significant isolating affection can be played in all directions, abatement geological process influences, maximum
Limit reduces seismic wave, especially horizontally destruction of the seismic wave to building, improves the anti-seismic performance of building, basis
Combining form is various, can be suitably used for multiple structural forms, and especially for current most common frame structure, isolation property is more excellent,
In addition, with the advantages of simple in construction, easy for construction.
Brief description of the drawings：
Fig. 1 is the top view in the steel ball disk hole of the present invention；
Fig. 2 is the circular ground schematic diagram of the present invention；
Fig. 3 is the circular face of ground I-I profile of the present invention；
Fig. 4 is the II position detail drawing of the present invention；
Fig. 5 is the improved square ground schematic diagram of the present invention；
Fig. 6 is the improved rectangle ground schematic diagram of the present invention；
Fig. 7 welds the schematic diagram that channel steel type sockets steel bar column for upper steel plate, the lower steel plate of the present invention.
Wherein, soleplate under 1-, the upper soleplates of 2-, 3- lower steel plates, 4- upper steel plates, the big steel balls of 5-, the small steel balls of 6-, 7- magnet
Block, 8- are oriented to slope, 9- establishment reinforcing bars, and 10- channel steel types socket steel bar column.
Embodiment：
The invention will be further described below in conjunction with the accompanying drawings.
As shown in Figures 1 to 7, a kind of novel building shock insulating foundation, including upper soleplate and lower soleplate, upper soleplate
Eight steel ball disk holes of annular array between lower soleplate, the steel ball disk hole of eight circular arrays is middle separately to set a steel
Zhu Yuanpankeng, steel ball disk hole are made up of circular tunnel and guiding slope, and steel ball disk is provided with upper steel plate and lower steel plate, upper steel in hole
Big steel ball and small steel ball are filled between plate and lower steel plate.
The establishment reinforcing bar for fastening strength is equipped with upper soleplate and lower soleplate, in order to increase upper soleplate with
The globality of soleplate.
It is welded with contact surface and lower contact surface between soleplate and lower steel plate between upper soleplate and upper steel plate
Channel steel type sockets steel bar column, and upper steel plate, lower steel plate socket steel bar column by channel steel type respectively and poured with upper soleplate, lower soleplate
For entirety, in order to allow upper steel plate, lower steel plate to be firmly connected with upper soleplate, lower soleplate respectively.
Big steel ball and small ball surfaces carry out wax oil Cotton seeds.
Big steel ball is first discharged in circular tunnel, then with small steel ball fill up big steel ball between space.
Place magnet piece in the upper surface center of upper steel plate.Bottom steel ball is limited for constraining, especially small steel ball
It is scattered.
It is oriented to inside slope and is filled and led up with talcum wax oil and elastomeric material.
Upper soleplate and lower soleplate are circle, and the periphery side of upper soleplate and lower soleplate is respectively provided with circle muscle, circle
Muscle arranges construction muscle in the inner part.Acted on similar to collar tie beam.
The steel ball disk hole of eight circular arrays adds a middle steel ball disk to cheat to form circular foundation, circular foundation
Corner at set up steel ball disk hole respectively, and set peripheral reinforcing bar in periphery and form square foundation, two square foundations
Combination forms rectangle basis, and circular foundation, square foundation and rectangle basis can be according to being actually needed independent assortment.
Base case 1, eight orientation reasonable Arrangements are cheated by steel ball disk, circular foundation is formed, joins Fig. 2 in detail.
Base case 2, on the basis of base case 1, set up a steel ball disk hole respectively at corner, and in periphery
If peripheral reinforcing bar, this ground is applicable to square beam column construction, join Fig. 5 in detail.
Base case 3, on the basis of base case 1 and scheme 2, multiple square foundations can be set up, formed it is rectangular or
Other ground shapes being actually needed, join Fig. 6 in detail.
The beneficial effect that the present invention is reached：The present invention is cheated as basic element with steel ball disk, in each orientation cloth in basis
Multigroup identical steel ball disk hole is put, significant isolating affection can be played in all directions, abatement geological process influences, maximum
Limit reduces seismic wave, especially horizontally destruction of the seismic wave to building, improves the anti-seismic performance of building, basis
Combining form is various, can be suitably used for multiple structural forms, and especially for current most common frame structure, isolation property is more excellent,
In addition, with the advantages of simple in construction, easy for construction.
Claims (2)
- A kind of 1. novel building shock insulating foundation, it is characterised in that：Including upper soleplate and lower soleplate, upper soleplate and lower base Eight steel ball disk holes of annular array between plinth plate, the steel ball disk hole of eight circular arrays is middle separately to set a steel ball disk Hole, steel ball disk hole are made up of circular tunnel and guiding slope, upper steel plate and lower steel plate are provided with steel ball disk hole, upper steel plate is with Big steel ball and small steel ball are filled between steel plate；Place magnet piece in the upper surface center of upper steel plate；Upper soleplate and lower base The establishment reinforcing bar for fastening strength is equipped with plinth plate；Contact surface and lower soleplate between upper soleplate and upper steel plate is with Channel steel type is welded with contact surface between steel plate and sockets steel bar column, upper steel plate, lower steel plate socket steel by channel steel type respectively Muscle post is poured as entirety with upper soleplate, lower soleplate；Big steel ball and small ball surfaces carry out wax oil Cotton seeds；Circular pit Big steel ball is first discharged in road, then with small steel ball fill up big steel ball between space；It is oriented to inside slope and uses talcum wax oil and rubber Material is filled and led up；Upper soleplate and lower soleplate are circle, and the periphery side of upper soleplate and lower soleplate is respectively provided with circle muscle, circle Muscle arranges construction muscle in the inner part.
- A kind of 2. novel building shock insulating foundation according to claim 1, it is characterised in that：The steel of eight circular arrays Zhu Yuanpankeng adds a steel ball disk of centre to cheat to form circular foundation, sets up a steel ball circle at the corner of circular foundation respectively Pan Keng, and set peripheral reinforcing bar on periphery and form square basis, two square basis combinations form rectangle basis, circular base Plinth, square basis and rectangle basis basis are actually needed independent assortment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610389036.2A CN105908770B (en) | 2016-06-03 | 2016-06-03 | A kind of novel building shock insulating foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610389036.2A CN105908770B (en) | 2016-06-03 | 2016-06-03 | A kind of novel building shock insulating foundation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105908770A CN105908770A (en) | 2016-08-31 |
| CN105908770B true CN105908770B (en) | 2018-04-10 |
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ID=56742203
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610389036.2A Active CN105908770B (en) | 2016-06-03 | 2016-06-03 | A kind of novel building shock insulating foundation |
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| Country | Link |
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| CN (1) | CN105908770B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111945772B (en) * | 2020-07-20 | 2021-07-23 | 河海大学 | Up-down separated sliding shear-resistant bearing platform pier and bridge high-pier anti-seismic hydraulic bearing platform foundation |
| CN112663684A (en) * | 2020-12-19 | 2021-04-16 | 北京工业大学 | Low-frequency damping nine-round-pile earthquake glume structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201162235Y (en) * | 2008-03-06 | 2008-12-10 | 杨铁军 | Shock-absorbing patand pad of storied house |
| CN201212149Y (en) * | 2008-06-13 | 2009-03-25 | 李建清 | Large earthquake resistance foundation structure of buildings |
| JP2010001696A (en) * | 2008-06-23 | 2010-01-07 | Technical System Keep:Kk | Seismically isolated foundation structure |
| CN201826333U (en) * | 2010-07-28 | 2011-05-11 | 河海大学 | Soil-bag shock-absorption shock-isolation building foundation |
| CN204000914U (en) * | 2014-07-28 | 2014-12-10 | 常州工程职业技术学院 | A kind of composite foundation base |
-
2016
- 2016-06-03 CN CN201610389036.2A patent/CN105908770B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201162235Y (en) * | 2008-03-06 | 2008-12-10 | 杨铁军 | Shock-absorbing patand pad of storied house |
| CN201212149Y (en) * | 2008-06-13 | 2009-03-25 | 李建清 | Large earthquake resistance foundation structure of buildings |
| JP2010001696A (en) * | 2008-06-23 | 2010-01-07 | Technical System Keep:Kk | Seismically isolated foundation structure |
| CN201826333U (en) * | 2010-07-28 | 2011-05-11 | 河海大学 | Soil-bag shock-absorption shock-isolation building foundation |
| CN204000914U (en) * | 2014-07-28 | 2014-12-10 | 常州工程职业技术学院 | A kind of composite foundation base |
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| Publication number | Publication date |
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| CN105908770A (en) | 2016-08-31 |
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