CN211873063U - Novel anti-seismic building pile - Google Patents
Novel anti-seismic building pile Download PDFInfo
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- CN211873063U CN211873063U CN202020146172.0U CN202020146172U CN211873063U CN 211873063 U CN211873063 U CN 211873063U CN 202020146172 U CN202020146172 U CN 202020146172U CN 211873063 U CN211873063 U CN 211873063U
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- pile
- backing plate
- shockproof
- stem
- building
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Abstract
The utility model discloses a novel building pile combats earthquake relates to the building structure field, and this novel building pile combats earthquake is including the pile foundation that is equipped with the backing plate that takes precautions against earthquakes, and the backing plate that takes precautions against earthquakes is equipped with a plurality of inserted bars, and inside the inserted bar all extended to the pile foundation, the backing plate that takes precautions against earthquakes was equipped with the stem, and the stem side is equipped with a plurality of bracing pieces, and the outer parcel of stem and bracing piece has the pile body. This novel antidetonation building pile designs for the loess area of collapsible nature specially, can effectively prevent to sink into and lead to the pile body slope, can effectively avoid the building that supports on the pile body to collapse.
Description
Technical Field
The utility model relates to a building structure field relates to a novel antidetonation building pile particularly.
Background
At the bottom of some buildings, earthquake-resistant building piles are often required to be built to serve as a support structure for supporting the buildings on the upper layer. In some collapsible loess areas, due to the special soil structure, local collapse often occurs, which leads to the inclination and even collapse of the buildings in the collapsible loess areas. The existing anti-seismic building pile is simple in design, and is easy to incline due to the interference of ground subsidence when being built on a collapsible loess area, so that a building supported by the building pile inclines and collapses. The existing earthquake-resistant building pile is not suitable for being built in a collapsible loess area.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the main technical problem who solves provides a novel antidetonation building pile, designs for the loess area of collapsible nature specially, can effectively prevent to sink into and lead to the pile body slope, and the building that can effectively avoid supporting on the pile body collapses.
In order to achieve the above object, the present invention provides the following technical solutions:
this novel antidetonation building pile includes the pile foundation of rectangle platform form, the pile foundation top is equipped with the shockproof backing plate of disc perpendicularly, the area of shockproof backing plate is greater than the area of pile foundation more than 2 times, shockproof backing plate bottom surface is equipped with a plurality of straight rod-like inserted bars perpendicularly, inside the equal vertical extension of inserted bar to the pile foundation, shockproof backing plate top surface center department is equipped with straight rod-like stem perpendicularly, the stem side is equipped with a plurality of bracing pieces perpendicularly, the outer parcel of stem and bracing piece has the columniform pile body, the shockproof backing plate top surface is connected with stem slope through a plurality of straight rod-.
As a further optimization of the technical scheme, the pile body and the pile foundation are both constructed by cement concrete.
As a further optimization of the technical scheme, the shockproof backing plate and the inserted rod are both made of stainless steel and are connected through welding.
As a further optimization of the technical scheme, the core column and the supporting rod are both made of stainless steel, and the core column is connected with the shockproof base plate and the supporting rod through welding.
As a further optimization of the technical scheme, the inclined supporting rods are all made of stainless steel and are all connected with the core column and the shockproof base plate through welding.
The beneficial effect of adopting above technical scheme is: this novel antidetonation building pile's pile foundation plays the effect of basis and is used for supporting the pile body, and superstructure building is built at the pile body top, and the area of shockproof backing plate is far greater than the pile foundation, can improve the steadiness of pile body, prevents effectively that pile foundation and pile body from sinking, improves the stability of pile body, is fit for building the use in the loess area of collapsibility. The core column and the supporting rod play a role of a skeleton structure in the pile body, and the inclined supporting rod can enable the pile body to be connected with the shockproof base plate more stably, so that the stability and the bearing capacity of the pile body are effectively improved. This novel antidetonation building pile designs for the loess area of collapsible nature specially, can effectively prevent to sink into and lead to the pile body slope, can effectively avoid the building that supports on the pile body to collapse.
Drawings
The following describes embodiments of the present invention in further detail with reference to the accompanying drawings.
FIG. 1 is a schematic structural view of the novel earthquake-resistant building pile of the present invention;
figure 2 is the utility model discloses anti-seismic building pile's structural section.
Wherein, the pile comprises 1-pile body, 2-pile foundation, 3-shockproof backing plate, 4-core column, 5-diagonal brace, 6-inserted bar and 7-support bar.
Detailed Description
The preferred embodiment of the novel earthquake-resistant building pile of the present invention will be described in detail with reference to the accompanying drawings.
Fig. 1 and fig. 2 show the utility model discloses the embodiment of anti-seismic building pile:
combine fig. 1 and fig. 2, this novel antidetonation building pile includes pile foundation 2 of rectangle platform form, 2 tops of pile foundation are equipped with the shockproof backing plate 3 of disc perpendicularly, the area of shockproof backing plate 3 is greater than 2 times of the area of pile foundation 2 more, 3 bottom surfaces of shockproof backing plate are equipped with a plurality of straight rod-like inserted bars 6 perpendicularly, inside the equal vertical extension of inserted bar 6 to pile foundation 2, 3 top surface centers of shockproof backing plate department is equipped with straight rod-like stem 4 perpendicularly, 4 sides of stem are equipped with a plurality of bracing pieces 7 perpendicularly, the outer parcel of stem 4 and bracing piece 7 has columniform pile body 1, 3 top surfaces of shockproof backing plate are connected with 4 slopes of stem through a plurality of straight.
The pile body 1 and the pile foundation 2 are both constructed by cement concrete, so the forming is easy and the manufacturing cost is low. The shockproof backing plate 3 and the inserted rod 6 are both made of stainless steel, and are firm and durable, good in toughness and corrosion resistance, and the shockproof backing plate 3 and the inserted rod 6 are connected through welding. The core column 4 and the support rod 7 are made of stainless steel, and are firm, durable, good in toughness and corrosion resistance, and the core column 4 is connected with the shockproof base plate 3 and the support rod 7 through welding. The diagonal brace 5 is made of stainless steel, and is firm and durable, good in toughness and good in corrosion resistance, and the diagonal brace 5 is connected with the core column 4 and the shockproof base plate 3 through welding.
This novel antidetonation building pile's pile foundation 2 plays the effect of basis and is used for supporting pile body 1, and upper building structure is built at 1 top of pile body, and the area of backing plate 3 that takes precautions against earthquakes is far greater than pile foundation 2, can improve the steadiness of pile body 1, effectively prevents pile foundation 2 and pile body 1 and sinks, improves the stability of pile body 1, is fit for building the use in the loess area of collapsibility. The core column 4 and the support rod 7 play a role of a skeleton structure in the pile body 1, and the inclined support rod 5 can enable the pile body 1 and the shockproof base plate 3 to be connected more stably, so that the stability and the bearing capacity of the pile body 1 are effectively improved. This novel antidetonation building pile designs for the loess area of collapsible nature specially, can effectively prevent to sink into and lead to the slope of pile body 1, can effectively avoid the building that supports on the pile body 1 to collapse.
The above is only the preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, many variations and modifications can be made without departing from the inventive concept, and these all fall into the protection scope of the present invention.
Claims (5)
1. A novel anti-seismic building pile is characterized in that: novel antidetonation building pile includes pile foundation (2) of rectangle platform form, pile foundation (2) top is equipped with shockproof backing plate (3) of disc perpendicularly, the area of shockproof backing plate (3) is greater than 2 times of the area of pile foundation (2) more, shockproof backing plate (3) bottom surface is equipped with a plurality of straight rod-like inserted bar (6) perpendicularly, inserted bar (6) all extend to pile foundation (2) inside perpendicularly, shockproof backing plate (3) top surface center department is equipped with straight rod-like stem (4) perpendicularly, stem (4) side is equipped with a plurality of bracing pieces (7) perpendicularly, the outer parcel of stem (4) and bracing piece (7) has columniform pile body (1), shockproof backing plate (3) top surface is connected with stem (4) slope through a plurality of straight rod-like diagonal brace (5).
2. A novel earthquake-resistant building pile according to claim 1, characterized in that: the pile body (1) and the pile foundation (2) are both constructed by cement concrete.
3. A novel earthquake-resistant building pile according to claim 1, characterized in that: the shockproof backing plate (3) and the inserted rod (6) are both made of stainless steel, and the shockproof backing plate (3) and the inserted rod (6) are both connected through welding.
4. A novel earthquake-resistant building pile according to claim 1, characterized in that: the core column (4) and the support rod (7) are both made of stainless steel, and the core column (4) is connected with the shockproof base plate (3) and the support rod (7) through welding.
5. A novel earthquake-resistant building pile according to claim 1, characterized in that: the inclined supporting rods (5) are all made of stainless steel, and the inclined supporting rods (5) are all connected with the core columns (4) and the shockproof base plate (3) through welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020146172.0U CN211873063U (en) | 2020-01-13 | 2020-01-13 | Novel anti-seismic building pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020146172.0U CN211873063U (en) | 2020-01-13 | 2020-01-13 | Novel anti-seismic building pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211873063U true CN211873063U (en) | 2020-11-06 |
Family
ID=73252504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020146172.0U Expired - Fee Related CN211873063U (en) | 2020-01-13 | 2020-01-13 | Novel anti-seismic building pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211873063U (en) |
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2020
- 2020-01-13 CN CN202020146172.0U patent/CN211873063U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20201106 Termination date: 20220113 |
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| CF01 | Termination of patent right due to non-payment of annual fee |