CN205399462U - Shock resistance building foundation - Google Patents
Shock resistance building foundation Download PDFInfo
- Publication number
- CN205399462U CN205399462U CN201620209235.6U CN201620209235U CN205399462U CN 205399462 U CN205399462 U CN 205399462U CN 201620209235 U CN201620209235 U CN 201620209235U CN 205399462 U CN205399462 U CN 205399462U
- Authority
- CN
- China
- Prior art keywords
- basis
- ground
- upper strata
- reinforcement cage
- steel reinforcement
- 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
Abstract
The utility model discloses a shock resistance building foundation, including the ground, the preformed hole is left at ground middle part, and subfoundation has been pour to the preformed hole bottom, the inside lower floor's steel reinforcement cage that is equipped with of subfoundation, alternate and antidetonation support bottom at lower floor steel reinforcement cage top, and fixed through fixation nut, the upper strata basis has been pour on the aseismatic bearing surface, upper strata basis inside is equipped with upper steel reinforcement cage, alternate and the aseismatic bearing top upper strata steel reinforcement cage bottom, and fixed through fixation nut, upper strata basis and upper steel reinforcement cage top are connected with the building foundation top, building foundation top side and ground are inboard to be connected, and both junctions are equipped with the high strength steel ball, fill with the ground junction at the building foundation top has pitch. The utility model discloses the antidetonation shock attenuation, when the earthquake takes place, building foundation can be along with the reverse swing of the motion of the earth, and the aseismatic bearing bottom simultaneously can produce certain holding power and shock absorption ability, reaches the absorbing effect of combatting earthquake.
Description
Technical field
This utility model relates to technical field of buildings, is specially a kind of shock resistance building basis.
Background technology
In the face of powerful from Hot disaster time, general building all cannot stop, time particularly in earthquake, crustal movement, the damage of building is serious especially, cannot stop, the structure of antidetonation shock attenuation also introduced by more existing buildings, but is all general simple, and anti seismic efficiency is not highly desirable, the moving along with crustal movement of can not synchronizing of building of ground and ground epibasal tier, so will the building collapse of occurrence of large-area.
Utility model content
The purpose of this utility model is in that to provide a kind of shock resistance building basis, with the problem solving to propose in above-mentioned background technology.
For achieving the above object, this utility model provides following technical scheme: a kind of shock resistance building basis, including ground, preformed hole is left in the middle part of described ground, subfoundation has been built bottom preformed hole, lower floor's steel reinforcement cage it is provided with inside described subfoundation, described lower floor's steel reinforcement cage top is interted and bottom aseismatic bearing, and fixed by fixing nut, basis, upper strata has been built on described aseismatic bearing surface, described upper strata basic internal is provided with top bars cage, described top bars cage bottom portion interts and aseismatic bearing top, and fixed by fixing nut, basis, described upper strata and top bars cage top are connected to top, building basis, top, described building basis side is connected with inside ground, and both junctions are provided with high intensity steel ball, top, described building basis and ground junction are filled with Colophonium.
Preferably, described high intensity steel ball uniform ring was around top, building basis one week, and high intensity steel ball sphere is tangent with top, building basis side.
Preferably, the top of described top bars cage is welded with the steel frame construction of building basis top interior.
Compared with prior art, the beneficial effects of the utility model are: this utility model antidetonation shock attenuation, when an earthquake occurs, structure foundation can along with the reverse swing of motion of the earth, and the aseismatic bearing of bottom can produce certain support force and cushioning ability simultaneously, in the process that building swings, steel ball can roll in Colophonium, such building basis can swing together with building, does not result in building damage, reaches the effect of antidetonation shock attenuation.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
In figure: 1 high intensity steel ball, 2 tops, building basis, 3 Colophoniumes, 4 grounds, 5 bases, upper strata, 6 aseismatic bearings, 7 subfoundations, 8 top bars cages, 9 fixing nut, 10 lower floor's steel reinforcement cages.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model, rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art obtain under not making creative work premise, broadly fall into the scope of this utility model protection.
nullRefer to Fig. 1，This utility model provides a kind of technical scheme: a kind of shock resistance building basis，Including ground 4，It is characterized in that: in the middle part of described ground 4, leave preformed hole，Subfoundation 7 has been built bottom preformed hole，Described subfoundation 7 is internal is provided with lower floor's steel reinforcement cage 10，Described lower floor steel reinforcement cage 10 top is interted and bottom aseismatic bearing 6，And fixed by fixing nut 9，Basis, upper strata 5 has been built on described aseismatic bearing 6 surface，Basis, described upper strata 5 is internal is provided with top bars cage 8，Intert and aseismatic bearing 6 top bottom described top bars cage 8，And fixed by fixing nut 9，Basis, described upper strata 5 and top bars cage 8 top are connected to top, building basis 2，The top of described top bars cage 8 is welded with the steel frame construction within top, building basis 2，Top 2, described building basis side is connected with inside ground 4，And both junctions are provided with high intensity steel ball 1，Described high intensity steel ball 1 uniform ring was around top, building basis 2 one weeks，And high intensity steel ball 1 sphere is tangent with top 2, building basis side，Top, described building basis 2 and ground 4 junction are filled with Colophonium 3.
This utility model improves and: top, building basis 2 and ground 4 junction is provided with high intensity steel ball 1, can while crustal movement, make top, building basis 2 related building reverse movement together, avoid top, building basis 2 and situation that building can not move simultaneously, thus avoiding the phenomenon of building collapsing.
This utility model improve in: having aseismatic bearing 6 in building basis instrument, when an earthquake occurs, aseismatic bearing 6 has played certain support force and cushioning ability, it is to avoid throw excessive situation in top about 2, building basis occurs.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art, being appreciated that when without departing from principle of the present utility model and spirit and these embodiments can be carried out multiple change, amendment, replacement and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (3)
- null1. a shock resistance building basis，Including ground (4)，It is characterized in that: preformed hole is left at described ground (4) middle part，Subfoundation (7) has been built bottom preformed hole，Described subfoundation (7) is internal is provided with lower floor's steel reinforcement cage (10)，Described lower floor steel reinforcement cage (10) top is interted and aseismatic bearing (6) bottom，And fixed by fixing nut (9)，Basis, upper strata (5) has been built on described aseismatic bearing (6) surface，Basis, described upper strata (5) is internal is provided with top bars cage (8)，Described top bars cage (8) bottom is interted and aseismatic bearing (6) top，And fixed by fixing nut (9)，Basis, described upper strata (5) and top bars cage (8) top are connected to top, building basis (2)，Described building basis top (2) side is connected with ground (4) inner side，And both junctions are provided with high intensity steel ball (1)，Top, described building basis (2) and ground (4) junction are filled with Colophonium (3).
- 2. a kind of shock resistance building basis according to claim 1, it is characterised in that: described high intensity steel ball (1) uniform ring around top, building basis (2) weeks, and high intensity steel ball (1) sphere and top, building basis (2) side tangent.
- 3. a kind of shock resistance building basis according to claim 1, it is characterised in that: the top of described top bars cage (8) is welded with the steel frame construction of inside, top, building basis (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620209235.6U CN205399462U (en) | 2016-03-18 | 2016-03-18 | Shock resistance building foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620209235.6U CN205399462U (en) | 2016-03-18 | 2016-03-18 | Shock resistance building foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205399462U true CN205399462U (en) | 2016-07-27 |
Family
ID=56423386
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620209235.6U Expired - Fee Related CN205399462U (en) | 2016-03-18 | 2016-03-18 | Shock resistance building foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205399462U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270700A (en) * | 2020-02-21 | 2020-06-12 | 青岛理工大学 | Steel-wood combined shock insulation pad foundation and mounting method thereof |
-
2016
- 2016-03-18 CN CN201620209235.6U patent/CN205399462U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270700A (en) * | 2020-02-21 | 2020-06-12 | 青岛理工大学 | Steel-wood combined shock insulation pad foundation and mounting method thereof |
| CN111270700B (en) * | 2020-02-21 | 2021-09-03 | 青岛理工大学 | Steel-wood combined shock insulation pad foundation and mounting method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103628587B (en) | Self-reset girder-grid friction wall structural system | |
| CN107100207B (en) | A kind of earthquake isolating equipment of tall building foundation | |
| CN202899170U (en) | Earthquake-proof foundation | |
| CN103233526B (en) | A kind of enhancement Layer of adaptive damping | |
| CN105201094B (en) | A kind of X-type anisotropy friction double pendulum vibration absorption and isolation support | |
| CN206487005U (en) | A kind of earthquake-resistant structure | |
| CN202031196U (en) | Anti-seismic building structure | |
| CN102839750A (en) | Soft steel-rolling seismic isolation bearing | |
| CN203583708U (en) | Self-resetting beam-grid friction wall structural system | |
| CN103088906B (en) | Bearing type coal bucket shock adsorption structure for improving anti-seismic property of heat-engine plant main power house | |
| CN103898985B (en) | A kind of beam column ball pivot node | |
| CN203700948U (en) | Section high pier bridge seismic isolation and reduction structure with double-layer pull cable supports | |
| CN205399462U (en) | Shock resistance building foundation | |
| CN203583705U (en) | Building structure with high anti-seismic function | |
| CN102979317B (en) | Displacement and location method of building with bidirectional rollers and shock-insulation supports | |
| CN206352306U (en) | A kind of building pile foundation | |
| CN204000914U (en) | A kind of composite foundation base | |
| CN105544760B (en) | For improving the suspension type coal bunker shock-damping structure of Power Plant Main House anti-seismic performance | |
| CN203741888U (en) | Anti-seismic foundation | |
| CN207211413U (en) | A kind of isolation structure of private residence | |
| CN203096773U (en) | Anti-seismic subgrade | |
| CN107939134A (en) | A kind of building structure of antidetonation in smart city | |
| CN214117075U (en) | Damping device of civil engineering structure | |
| CN201221215Y (en) | Vertical rigidity-changeable shock insulation support | |
| CN103806372A (en) | Segment high pier bridge seismic reduction and isolation structure using inhaul cable supports arranged on double layers |
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 |
Granted publication date: 20160727 Termination date: 20170318 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |