CN211849400U - Anti-seismic building pile for construction engineering - Google Patents
Anti-seismic building pile for construction engineering Download PDFInfo
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- CN211849400U CN211849400U CN202020107073.1U CN202020107073U CN211849400U CN 211849400 U CN211849400 U CN 211849400U CN 202020107073 U CN202020107073 U CN 202020107073U CN 211849400 U CN211849400 U CN 211849400U
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- building
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- pile
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Abstract
The utility model discloses an earthquake-resistant building pile for building engineering relates to the building structure field, and this foundation and support post, the sleeve of earthquake-resistant building pile for building engineering pass through the chassis and connect, and it is good to connect the steadiness, prevents to rock the ability and prevents that vertical shock is strong. And the anti-seismic spring inside the sleeve can effectively improve the transverse vibration prevention capacity inside the sleeve, improve the toughness of the anti-seismic building pile for the building engineering and improve the anti-seismic capacity of the anti-seismic building pile. This antidetonation type building pile for building engineering not only bearing capacity is good, has good shock resistance moreover, still is difficult for the fracture after receiving the transverse wave and the longitudinal wave influence of earthquake, protects the building on the building pile.
Description
Technical Field
The utility model relates to a building structure field relates to a building engineering is with antidetonation type building pile particularly.
Background
The pile foundation is a deep foundation consisting of piles and pile bearing platforms connected with the pile tops or a single pile foundation connected with the pile foundations through the piles, and the pile bodies of the pile foundations are partially and completely buried underground and partially exposed on the ground surface. The existing pile foundation is simple in design, and only foundation piles are located on a bearing layer, so that the earthquake resistance of the existing pile foundation is general, and buildings on the pile foundation collapse easily.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the main technical problem who solves provides an antidetonation type building pile for building engineering, and not only bearing capacity is good, has good shock resistance moreover, receives still difficult fracture after seismic transverse wave and the longitudinal wave influence, protects the building on the building pile.
In order to achieve the above object, the present invention provides the following technical solutions:
this anti-seismic building pile for building engineering includes the ground, and the inside level of ground is equipped with the chassis of disc, and chassis top center department is equipped with the sleeve of tube-shape perpendicularly, and sleeve center department is equipped with straight rod-like support post and is connected with the chassis is perpendicular, is equipped with a plurality ofly between support post and the sleeve to the same and coaxial antidetonation spring of height, is equipped with the diagonal brace of bisymmetry between support post and the chassis, and the sleeve is inside to be filled up and has been filled with the filling concrete. The supporting upright posts, the anti-seismic springs and the inclined support rods are all filled with concrete to form a platform, namely the pile foundation.
As a further optimization of the technical scheme, the foundation is formed by pouring reinforced concrete.
As a further optimization of the technical scheme, the supporting upright posts, the sleeves, the chassis and the inclined supporting rods are all made of carbon structural steel, and the inclined supporting rods are connected with the supporting upright posts and the chassis through welding.
As a further optimization of the technical scheme, the anti-seismic springs are all made of spring steel and are connected with the supporting stand columns and the sleeves through welding.
The beneficial effect of adopting above technical scheme is: this earthquake-resistant type building pile for building engineering's ground and support post, sleeve pass through the chassis and connect, and it is good to connect the steadiness, and anti-sway ability and anti-longitudinal vibration are strong. And the anti-seismic spring inside the sleeve can effectively improve the transverse vibration prevention capacity inside the sleeve, improve the toughness of the anti-seismic building pile for the building engineering and improve the anti-seismic capacity of the anti-seismic building pile. This antidetonation type building pile for building engineering not only bearing capacity is good, has good shock resistance moreover, still is difficult for the fracture after receiving the transverse wave and the longitudinal wave influence of earthquake, protects the building on the building pile.
Drawings
The following describes embodiments of the present invention in further detail with reference to the accompanying drawings.
Figure 1 is the utility model relates to a structural section view of antidetonation type building pile for building engineering.
The anti-seismic steel structure comprises a foundation 1, a foundation 2, a supporting upright post 3, a sleeve 4, a chassis 5, an anti-seismic spring 6, an inclined support rod 7 and filled concrete.
Detailed Description
The following describes in detail a preferred embodiment of an earthquake-resistant building pile for construction engineering with reference to the accompanying drawings.
Fig. 1 shows the utility model relates to a concrete implementation of antidetonation type building pile for building engineering:
as shown in fig. 1, this antidetonation type building pile for building engineering includes ground 1, the 1 inside level of ground is equipped with the chassis 4 of disc, 4 top centers on chassis department is equipped with the sleeve 3 of tube-shape perpendicularly, 3 centers on sleeve department is equipped with straight rod-like support post 2 and is connected with chassis 4 is perpendicular, be equipped with a plurality of same and coaxial antidetonation springs 5 to the height between support post 2 and the sleeve 3, be equipped with the diagonal brace 6 of bisymmetry between support post 2 and the chassis 4, the inside packing of sleeve 3 has been filled with filling concrete 7. The supporting upright posts 2, the anti-seismic springs 5 and the inclined support rods 6 are all buried by filling concrete 7 to form a platform, namely the pile foundation.
The foundation 1 is formed by pouring reinforced concrete, is firm and durable, and has low manufacturing cost. The supporting upright post 2, the sleeve 3, the chassis 4 and the diagonal brace 6 are all made of carbon structural steel, the structure is firm, the toughness is good, the manufacturing cost is low, and the diagonal brace 6 is connected with the supporting upright post 2 and the chassis 4 through welding. The anti-seismic spring 5 is made of spring steel, the hardness is high, the elasticity is good, and the anti-seismic spring 5 is connected with the support column 2 and the sleeve 3 through welding.
This foundation 1 and support post 2, sleeve 3 of antidetonation type building pile for building engineering pass through chassis 4 and connect, and it is good to connect the steadiness, prevents rocking the ability and prevents that longitudinal vibration is strong. And 3 inside antidetonation springs 5 of sleeve can effectively improve 3 inside anti horizontal vibrations's of sleeve ability, improve this anti-seismic type building pile for building engineering's toughness, improve its shock resistance. This antidetonation type building pile for building engineering not only bearing capacity is good, has good shock resistance moreover, still is difficult for fracture or fracture after receiving the transverse wave and the longitudinal wave influence of earthquake, can effectively protect the building on the building pile.
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 (4)
1. The utility model provides an antidetonation type building pile for building engineering which characterized in that: anti-seismic building pile for building engineering includes ground (1), ground (1) inside level is equipped with chassis (4) of disc, chassis (4) top center department is equipped with sleeve (3) of tube-shape perpendicularly, sleeve (3) center department is equipped with straight rod-like support post (2) and is connected with chassis (4) are perpendicular, be equipped with between support post (2) and sleeve (3) a plurality of same and coaxial antidetonation spring (5) to the height, be equipped with diagonal brace (6) of bisymmetry between support post (2) and chassis (4), sleeve (3) inside is filled up and has been filled up concrete (7).
2. An earthquake-resistant building pile for construction engineering according to claim 1, characterized in that: the foundation (1) is formed by pouring reinforced concrete.
3. An earthquake-resistant building pile for construction engineering according to claim 1, characterized in that: the supporting upright posts (2), the sleeves (3), the chassis (4) and the diagonal rods (6) are all made of carbon structural steel, and the diagonal rods (6) are connected with the supporting upright posts (2) and the chassis (4) through welding.
4. An earthquake-resistant building pile for construction engineering according to claim 1, characterized in that: the anti-seismic spring (5) is made of spring steel, and the anti-seismic spring (5) is connected with the support upright post (2) and the sleeve (3) through welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020107073.1U CN211849400U (en) | 2020-01-17 | 2020-01-17 | Anti-seismic building pile for construction engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020107073.1U CN211849400U (en) | 2020-01-17 | 2020-01-17 | Anti-seismic building pile for construction engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211849400U true CN211849400U (en) | 2020-11-03 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020107073.1U Expired - Fee Related CN211849400U (en) | 2020-01-17 | 2020-01-17 | Anti-seismic building pile for construction engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211849400U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030341A (en) * | 2022-01-18 | 2022-09-09 | 黄河水利职业技术学院 | Shock absorption and isolation mounting structure and mounting method for earthquake-resistant building in multiple earthquake regions |
-
2020
- 2020-01-17 CN CN202020107073.1U patent/CN211849400U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030341A (en) * | 2022-01-18 | 2022-09-09 | 黄河水利职业技术学院 | Shock absorption and isolation mounting structure and mounting method for earthquake-resistant building in multiple earthquake regions |
| CN115030341B (en) * | 2022-01-18 | 2023-08-25 | 黄河水利职业技术学院 | Shock absorption and isolation mounting structure and method for earthquake-resistant building in multi-earthquake area |
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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: 20201103 Termination date: 20220117 |
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| CF01 | Termination of patent right due to non-payment of annual fee |