CN208056084U - A kind of architecture foundation pile with shock absorbing effect - Google Patents
A kind of architecture foundation pile with shock absorbing effect Download PDFInfo
- Publication number
- CN208056084U CN208056084U CN201820324100.3U CN201820324100U CN208056084U CN 208056084 U CN208056084 U CN 208056084U CN 201820324100 U CN201820324100 U CN 201820324100U CN 208056084 U CN208056084 U CN 208056084U
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- China
- Prior art keywords
- foundation pile
- pile column
- column
- fixedly connected
- groove
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Abstract
The utility model discloses a kind of architecture foundation pile with shock absorbing effect,Including foundation pile ontology,The foundation pile ontology includes the first foundation pile column,Second foundation pile column,Build platform,Damping device,The first foundation pile column and the second foundation pile column is cylinder,First foundation pile column is vertically arranged with the second foundation pile column,Second foundation pile column is set to the top of the first foundation pile column,It is vertically arranged with several equally distributed damping devices between the top and the bottom of the second foundation pile column of the first foundation pile column,The damping device includes briquetting,Spring,Groove,Gasket,The groove is vertically arranged at the top of the first foundation pile column,The opening direction of groove is straight up,It is fixedly connected between the bottom of groove and the top of the first foundation pile column,Spring is matched in groove,The cylinder that the briquetting is vertically arranged,Gasket is fixedly connected at the top of briquetting,It is fixedly connected between the top of gasket and the bottom of the second foundation pile column.
Description
Technical field
The utility model is related to a kind of architecture foundation pile more particularly to a kind of architecture foundation piles with shock absorbing effect.
Background technology
As national economy flourishes, China's real estate and residential housing industry rapidly develop, and large amount of building rises sheer from level ground
And rise, built speed is also to be getting faster, however, being house or bridge construction, is consolidated for the ground of building, is all needed
Foundation pile is beaten, the foundation pile of major part building is all that single reinforced concrete structure links together with platform at present, is not had
Standby antihunt action, when the natural calamities such as earthquake occur, under the influence of seismic wave, foundation pile is unable to bumper and absorbing shock and is easy to send out
Raw wall fracture, building collapsing, so as to cause a wide range of damage of building, therefore, the foundation pile with shock absorbing effect
Preferably building can be protected not encroached on, extend the service life of building.
Invention content
To solve the deficiencies in the prior art, the purpose of this utility model is to provide a kind of building with shock absorbing effect
Foundation pile.
To realize the above-mentioned technical purpose, technical solution used by the utility model is as follows.
A kind of architecture foundation pile with shock absorbing effect, including foundation pile ontology, the foundation pile ontology include the first base
Pile, the second foundation pile column, building platform, damping device, the first foundation pile column and the second foundation pile column are cylinder, the first base
Pile is vertically arranged with the second foundation pile column, and the second foundation pile column is set to the top of the first foundation pile column, and the building platform is horizontal
It is set to the top of the second foundation pile column, building platform is reinforced concrete structure, builds the top of the bottom and the second foundation pile column of platform
Between be fixedly connected, the second foundation pile column and the building concentric setting of platform, and the basal diameter for building platform is more than the second foundation pile column
Diameter is vertically arranged with several equally distributed dampings between the top and the bottom of the second foundation pile column of the first foundation pile column
Device, the damping device include briquetting, spring, groove, gasket, and the groove is vertically arranged at the top of the first foundation pile column
Portion, the opening direction of groove straight up, are fixedly connected between the bottom of groove and the top of the first foundation pile column, matching in groove
There are spring, the spring to be vertically arranged in groove, the height of spring is less than the height of groove, the bottom of spring and groove
Bottom is fixedly connected, and the cylinder that the briquetting is vertically arranged is fixedly connected between the bottom of briquetting and the top of spring, pressure
It is fixedly connected with gasket at the top of block, is fixedly connected between the top of gasket and the bottom of the second foundation pile column.
As further improvement of the utility model.
Being horizontally disposed with along the circumferencial direction of the first foundation pile column has fixed plate, and the fixed plate is reinforced concrete structure,
Fixed plate is fixedly connected with the side wall of the first foundation pile column, and fixed plate is close to the top of the first foundation pile column, fixed plate and building platform
Between be evenly arranged with several protective devices, the protective device includes the first link block, the second link block, elastic connection
Bar, first link block are fixedly connected on the side wall of the second foundation pile column, and the second link block is fixedly connected in fixed plate,
And the second horizontal distance between link block and fixed plate is 30cm, it is fixed between one end of flexible connecting rod and the first link block
Connection, is fixedly connected between the other end of flexible connecting rod and the second link block.
As further improvement of the utility model.
The both ends of the fixed plate are vertically arranged with bolt, and bolt stretches into soil, first base across fixed plate
The bottom of pile is provided with circular cone drill bit, and the circular cone drill bit is tapered, the bottom of the disc of circular cone drill bit and the first foundation pile column
Portion is fixedly connected, and is extended with barb along the circular conical surface of circular cone drill bit, barb is fixedly connected with the base circumference of the first foundation pile column.
The advantageous effect of the present invention compared with prior art is that foundation pile insertion soil is more convenient, and overall structure is more firm
Gu shock absorbing effect is apparent.
Description of the drawings
In order to illustrate more clearly of the utility model embodiment, letter will be done to attached drawing needed in the embodiment below
Single introduction, it should be apparent that, the accompanying drawings in the following description is only some embodiments of the utility model, general for this field
For logical technical staff, without creative efforts, other drawings may also be obtained based on these drawings.
Fig. 1 is the structural schematic diagram of the utility model.
It is denoted as in figure：1, the first foundation pile column；2, platform is built；3, the second foundation pile column；4, flexible connecting rod；5, the first connection
Block；6, the second link block；7, fixed plate；8, bolt；9, spring；10, briquetting；11, circular cone drill bit；12, barb.
Specific implementation mode
With reference to the attached drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out clear
Chu is fully described by, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than all implements
Example.Based on the embodiments of the present invention, those of ordinary skill in the art without making creative work, are obtained
The every other embodiment obtained, belongs to scope of protection of the utility model.
Referring to Fig.1, a kind of architecture foundation pile with shock absorbing effect, including foundation pile ontology, the foundation pile ontology packet
The first foundation pile column 1, the second foundation pile column 3, building platform 2, damping device are included, the first foundation pile column 1 is with the second foundation pile column 3
Cylinder, the first foundation pile column 1 are vertically arranged with the second foundation pile column 3, and the second foundation pile column 3 is set to the top of the first foundation pile column,
The building platform 2 is horizontally placed on the top of the second foundation pile column 3, and building platform 2 is reinforced concrete structure, builds the bottom of platform 2
It is fixedly connected between portion and the top of the second foundation pile column 3, the second foundation pile column 3 and building 2 concentric setting of platform, and builds platform 2
Basal diameter is more than the diameter of the second foundation pile column 3, between the top and the bottom of the second foundation pile column 3 of the first foundation pile column 1
Several equally distributed damping devices are vertically arranged with, the damping device includes briquetting 10, spring 9, groove, gasket, institute
The groove stated is vertically arranged at the top of the first foundation pile column 1, the opening direction of groove straight up, the bottom of groove and the first base
It is fixedly connected between the top of pile 1, spring 9 is matched in groove, the spring 9 is vertically arranged in groove, spring 9
Height is less than the height of groove, and the bottom of spring 9 is fixedly connected with the bottom of groove, the circle that the briquetting 10 is vertically arranged
Column is fixedly connected between the bottom and the top of spring 9 of briquetting 10, and the top of briquetting 10 is fixedly connected with gasket, the top of gasket
It is fixedly connected between portion and the bottom of the second foundation pile column 3, the meaning designed in this way is, increases briquetting 10 and the second foundation pile column 3
Between contact area, keep total more firm.
More perfect, being horizontally disposed with along the circumferencial direction of the first foundation pile column 1 has fixed plate 7, and the fixed plate 7 is steel
Tendon concrete structure, fixed plate 7 are fixedly connected with the side wall of the first foundation pile column 1, and fixed plate 7 is close to the top of the first foundation pile column 1
Portion is evenly arranged with several protective devices between fixed plate 7 and building platform 2, the protective device include the first link block 5,
Second link block 6, flexible connecting rod 4, first link block 5 are fixedly connected on the side wall of the second foundation pile column 3, and second connects
It connects block 6 to be fixedly connected in fixed plate 7, and the horizontal distance between the second link block 6 and fixed plate 7 is 30cm, elastic connection
It is fixedly connected between one end of bar 4 and the first link block 5, it is fixed between the other end of flexible connecting rod 4 and the second link block 6 to connect
It connects, when an earthquake occurs, building platform 2 generates slope trend, at this point, the flexible connecting rod 4 of 3 side of the second foundation pile column generates compression
Trend, the flexible connecting rod 4 of 3 side of the second foundation pile column generates the trend stretched, mutually constrained between two flexible connecting rods 4,
To avoid building 2 run-off the straight of platform.
More optimize, the both ends of the fixed plate 7 are vertically arranged with bolt 8, and bolt 8 stretches into mud across fixed plate 7
Soil, the meaning designed in this way are, fixed plate 7 is fixed with bolt 8, prevent from generating sliding between fixed plate 7 and ground.
More perfect, the bottom of the first foundation pile column 1 is provided with circular cone drill bit 11, and the circular cone drill bit 11 is
Tapered, the disc of circular cone drill bit 11 is fixedly connected with the bottom of the first foundation pile column 1, and the meaning designed in this way is, circular cone drill bit
11 are easier to be inserted into ground, and barb 12, the bottom surface circle of barb 12 and the first foundation pile column 1 are extended with along the circular conical surface of circular cone drill bit 11
Week is fixedly connected, and the meaning designed in this way is, when the first foundation pile column 1 is inserted into soil, is not easy to loosen, more firm.
The foregoing description of the disclosed embodiments enables professional and technical personnel in the field to realize or use this practicality new
Type；Various modifications to these embodiments will be apparent to those skilled in the art, the utility model
Defined in General Principle can be in the case where not departing from the spirit or scope of the utility model, in other embodiments
It realizes.Therefore, the utility model will not be defined to the embodiments shown herein, and be to fit to it is disclosed herein
Principle and the consistent widest range of features of novelty.
Claims (3)
1. a kind of architecture foundation pile with shock absorbing effect, including foundation pile ontology, which is characterized in that the foundation pile ontology packet
The first foundation pile column, the second foundation pile column, building platform, damping device are included, the first foundation pile column and the second foundation pile column are cylinder
Body, the first foundation pile column are vertically arranged with the second foundation pile column, and the second foundation pile column is set to the top of the first foundation pile column, and described builds
The top that platform is horizontally placed on the second foundation pile column is built, building platform is reinforced concrete structure, builds bottom and the second foundation pile of platform
It is fixedly connected between the top of column, the second foundation pile column and the building concentric setting of platform, and the basal diameter for building platform is more than second
The diameter of foundation pile column is vertically arranged with several uniform points between the top and the bottom of the second foundation pile column of the first foundation pile column
The damping device of cloth, the damping device include briquetting, spring, groove, gasket, and the groove is vertically arranged at the first base
The top of pile, the opening direction of groove straight up, is fixedly connected between the bottom of groove and the top of the first foundation pile column, recessed
Spring is matched in slot, the spring is vertically arranged in groove, and the height of spring is less than the height of groove, the bottom of spring
It is fixedly connected with the bottom of groove, the cylinder that the briquetting is vertically arranged, it is solid between the bottom of briquetting and the top of spring
It is fixed to connect, it is fixedly connected with gasket at the top of briquetting, is fixedly connected between the top of gasket and the bottom of the second foundation pile column.
2. a kind of architecture foundation pile with shock absorbing effect according to claim 1, which is characterized in that along the first foundation pile
The circumferencial direction of column, which is horizontally disposed with, fixed plate, and the fixed plate is reinforced concrete structure, fixed plate and the first foundation pile column
Side wall be fixedly connected, and fixed plate is evenly arranged with several between fixed plate and building platform close to the top of the first foundation pile column
Protective device, the protective device include the first link block, the second link block, flexible connecting rod, first link block
It is fixedly connected on the side wall of the second foundation pile column, the second link block is fixedly connected in fixed plate, and the second link block and fixation
Horizontal distance between plate is 30cm, is fixedly connected between one end of flexible connecting rod and the first link block, flexible connecting rod
It is fixedly connected between the other end and the second link block.
3. a kind of architecture foundation pile with shock absorbing effect according to claim 1, which is characterized in that the fixation
The both ends of plate are vertically arranged with bolt, and bolt stretches into soil across fixed plate, and the bottom of the first foundation pile column is provided with circle
Miser, the circular cone drill bit are tapered, and the disc of circular cone drill bit is fixedly connected with the bottom of the first foundation pile column, are bored along circular cone
The circular conical surface of head is extended with barb, and barb is fixedly connected with the base circumference of the first foundation pile column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820324100.3U CN208056084U (en) | 2018-03-09 | 2018-03-09 | A kind of architecture foundation pile with shock absorbing effect |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820324100.3U CN208056084U (en) | 2018-03-09 | 2018-03-09 | A kind of architecture foundation pile with shock absorbing effect |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208056084U true CN208056084U (en) | 2018-11-06 |
Family
ID=63991655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820324100.3U Expired - Fee Related CN208056084U (en) | 2018-03-09 | 2018-03-09 | A kind of architecture foundation pile with shock absorbing effect |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208056084U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110016932A (en) * | 2019-04-29 | 2019-07-16 | 山东大学 | Anti- liquefaction stratum ocean foundation structure |
| CN112030933A (en) * | 2020-09-16 | 2020-12-04 | 韩金普 | Gravel pile foundation structure and construction method thereof |
| CN114411697A (en) * | 2022-01-28 | 2022-04-29 | 华川建设集团有限公司 | High-strength structure for building earthquake prevention and earthquake prevention method |
-
2018
- 2018-03-09 CN CN201820324100.3U patent/CN208056084U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110016932A (en) * | 2019-04-29 | 2019-07-16 | 山东大学 | Anti- liquefaction stratum ocean foundation structure |
| CN112030933A (en) * | 2020-09-16 | 2020-12-04 | 韩金普 | Gravel pile foundation structure and construction method thereof |
| CN112030933B (en) * | 2020-09-16 | 2022-03-29 | 湖北华欣城市建设工程有限责任公司 | Gravel pile foundation structure and construction method thereof |
| CN114411697A (en) * | 2022-01-28 | 2022-04-29 | 华川建设集团有限公司 | High-strength structure for building earthquake prevention and earthquake prevention method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181106 Termination date: 20190309 |