CN201411718Y - Aseismatic structure foundation of building - Google Patents
Aseismatic structure foundation of building Download PDFInfo
- Publication number
- CN201411718Y CN201411718Y CN2009201293377U CN200920129337U CN201411718Y CN 201411718 Y CN201411718 Y CN 201411718Y CN 2009201293377 U CN2009201293377 U CN 2009201293377U CN 200920129337 U CN200920129337 U CN 200920129337U CN 201411718 Y CN201411718 Y CN 201411718Y
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- China
- Prior art keywords
- foundation pier
- dish
- roof beam
- beam structure
- pile
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- Expired - Fee Related
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Abstract
The utility model provides an aseismatic structure foundation of building, which comprises a ground grip pile, a pillar disc and a ground beam pile, wherein the pillar disc is connected on the upper portion of the ground grip pile by armored concrete, the middle portion of the pillar disc is provided with a column hole of the pillar disc, a cylinder body of the ground beam pile is inserted in thecolumn hole of the pillar disc, the bottom end of the column hole of the pillar disc is provided with a rubber bottom pad, and the column hole of the pillar disc and the cylinder body of the ground beam pile are fixed by a steel core rubber bar parallel lock. The aseismatic structure foundation is flexibly connected with the rubber bottom pad and the parallel lock rubber bar arranged at the bottomof the column hole of the pillar disc on the lower end of the ground beam pile, leads seismic energy on the upper, the lower, the left and the right and the rotation-shearing motion to disappear in flexible connection, and a building which is built on the foundation is more aseismatic.
Description
Technical field
The utility model relates to the building structure technology field, particularly a kind of Antiseismic building architecture basics.
Background technology
Existing Antiseismic building structure has basic rubber pier or comes antidetonation by strengthening the building materials consumption, but the inventor finds in practice: the earthquake resistant structure foundation construction engineering quantity of prior art is big, the construction cost height.
The utility model content
The utility model provides a kind of Antiseismic building architecture basics, has the structure that flexibly connects, and makes building in this building above basis antidetonation more.
To achieve these goals, the utility model provides following technical scheme:
A kind of Antiseismic building architecture basics, comprise: grab pile, the described pile upper fixed of grabbing is provided with the foundation pier dish, described foundation pier dish is connected by adding steel concrete with the described pile of grabbing, be provided with the foundation pier dish post hole that is used to install ground roof beam structure cylinder in the middle of the described foundation pier dish, described foundation pier dish post hole is equipped with ground roof beam structure cylinder, and the lower end of described foundation pier dish post is provided with the rubber heelpiece.
Wherein, the vertical reinforcing bar that inserts in described foundation pier dish post hole is tried to get to the heart of a matter with foundation pier and is connected with the reinforcing bar of grabbing pile.
Wherein, be horizontally arranged with semicircular groove on the side wall surface of described foundation pier dish post hole near described ground roof beam structure cylinder, described ground roof beam structure cylinder is horizontally arranged with semicircular groove near on the side wall surface in described foundation pier dish post hole, and the groove in described foundation pier dish post hole and the groove horizontally set of described ground roof beam structure cylinder are useful on the steel core rubber bar that door bolt is inserted.
Wherein, described foundation pier dish cylinder is provided with the circular hole that is used to install the steel core rubber bar that is parallel to each other.
Wherein, roof beam structure cylindrical inside in described ground vertically is provided with and extends to the reinforcing bar that the roof beam structure face of cylinder, ground is used to connect grade beam.
From technique scheme as can be seen, the utility model provides a kind of building foundation of earthquake resistant structure, between foundation pier dish post hole and ground roof beam structure cylinder, connect and be provided with rubber heelpiece and steel core rubber bar, building and this building foundation flexibly connect, and make building in this building above basis antidetonation more.
Description of drawings
The vertical view of the building foundation that Fig. 1 provides for the utility model embodiment;
The sectional view of the building foundation that Fig. 2 provides for the utility model embodiment.
The specific embodiment
In order better to understand the technical solution of the utility model, describe the embodiment that the utility model provides in detail below in conjunction with accompanying drawing.
See figures.1.and.2, the utility model embodiment provides a kind of Antiseismic building architecture basics, comprising: grab pile 114, the described pile 114 of grabbing is used to support ground.Described pile 114 upper fixed of grabbing are provided with foundation pier dish 110, described foundation pier dish 110 is connected by the strong wing rafter 111 that adds steel concrete and make with the described pile 114 of grabbing, be provided with the foundation pier dish post hole 119 that is used to install ground roof beam structure cylinder 116 in the middle of the described foundation pier dish 110, described foundation pier dish post hole 119 is equipped with ground roof beam structure cylinder 116, and the lower end in described foundation pier dish post hole 119 is provided with rubber heelpiece 120.Building is fixed on the ground roof beam structure cylinder 116.Between ground roof beam structure cylinder 116 and foundation pier dish post hole 119, also be provided with rubber top cover 117.
Present embodiment provides a kind of building foundation of earthquake resistant structure, is provided with the rubber heelpiece between the lower end of foundation pier dish post and foundation pier dish, and building and this building foundation flexibly connect, and makes building in this building above basis antidetonation more.
Roof beam structure cylinder 116 inside, described ground vertically are provided with and extend to the reinforcing bar that ground roof beam structure face is used to connect grade beam.
In a further embodiment, in order to make this building foundation more firm, the reinforcing bar 118 at the described foundation pier dish post hole 119 vertical reinforcing bars that insert and 110 ends of foundation pier dish and the reinforcing bar 121 of grabbing pile 114 are connected.
In a further embodiment, in order to make this building foundation more firm, be horizontally arranged with semicircular groove on the side wall surface of described foundation pier dish post hole 119 near described ground roof beam structure cylinder 116, described ground roof beam structure cylinder 116 is horizontally arranged with semicircular groove near on the side wall surface in described foundation pier dish post hole 119, and the groove in described foundation pier dish post hole 119 and the groove horizontally set of described ground roof beam structure cylinder 116 are useful on the steel core rubber bar 112 that door bolt is inserted.
In a further embodiment, in order to make this building foundation more firm, the cylinder 115 of described foundation pier dish 110 is provided with the circular hole that is used to install steel core rubber bar 112 that is parallel to each other, and in order to make this building foundation more firm, vertically inserts reinforcing bar 113 in described cylinder 115.
More than a kind of Antiseismic building architecture basics that the utility model embodiment is provided be described in detail, for one of ordinary skill in the art, thought according to the utility model embodiment, part in specific embodiments and applications all can change, in sum, this description should not be construed as restriction of the present utility model.
Claims (5)
1, a kind of Antiseismic building architecture basics, it is characterized in that, comprise: grab pile, the described pile upper fixed of grabbing is provided with the foundation pier dish, described foundation pier dish is connected by adding steel concrete with the described pile of grabbing, be provided with the foundation pier dish post hole that is used to install ground roof beam structure cylinder in the middle of the described foundation pier dish, described foundation pier dish post hole is equipped with ground roof beam structure cylinder, and the lower end in described foundation pier dish post hole is provided with the rubber heelpiece.
2, Antiseismic building architecture basics according to claim 1 is characterized in that, the vertical reinforcing bar that inserts in described foundation pier dish post hole is tried to get to the heart of a matter with foundation pier and is connected with the reinforcing bar of grabbing pile.
3, Antiseismic building architecture basics according to claim 1, it is characterized in that, be horizontally arranged with semicircular groove on the side wall surface of described foundation pier dish post hole near described ground roof beam structure cylinder, described ground roof beam structure cylinder is horizontally arranged with semicircular groove near on the side wall surface in described foundation pier dish post hole, and the groove in described foundation pier dish post hole and the groove horizontally set of described ground roof beam structure cylinder are useful on the steel core rubber bar that door bolt is inserted.
4, Antiseismic building architecture basics according to claim 1 is characterized in that described foundation pier dish cylinder is provided with the circular hole that is used to install the steel core rubber bar that is parallel to each other.
5, Antiseismic building architecture basics according to claim 1 is characterized in that, described ground roof beam structure cylindrical inside vertically is provided with and extends to the reinforcing bar that the roof beam structure face of cylinder, ground is used to connect grade beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201293377U CN201411718Y (en) | 2009-01-15 | 2009-01-15 | Aseismatic structure foundation of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201293377U CN201411718Y (en) | 2009-01-15 | 2009-01-15 | Aseismatic structure foundation of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201411718Y true CN201411718Y (en) | 2010-02-24 |
Family
ID=41713605
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201293377U Expired - Fee Related CN201411718Y (en) | 2009-01-15 | 2009-01-15 | Aseismatic structure foundation of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201411718Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107869270A (en) * | 2017-11-20 | 2018-04-03 | 叶长青 | Quake-proof building |
-
2009
- 2009-01-15 CN CN2009201293377U patent/CN201411718Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107869270A (en) * | 2017-11-20 | 2018-04-03 | 叶长青 | Quake-proof building |
| CN107869270B (en) * | 2017-11-20 | 2023-11-03 | 中交建宏峰集团有限公司 | Shockproof building |
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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: 20100224 Termination date: 20130115 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |