CN213571905U - Foundation structure of large-load industrial building - Google Patents
Foundation structure of large-load industrial building Download PDFInfo
- Publication number
- CN213571905U CN213571905U CN202021711291.2U CN202021711291U CN213571905U CN 213571905 U CN213571905 U CN 213571905U CN 202021711291 U CN202021711291 U CN 202021711291U CN 213571905 U CN213571905 U CN 213571905U
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- Prior art keywords
- foundation pile
- ground
- fixed mounting
- pile
- ground foundation
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 230000002787 reinforcement Effects 0.000 claims abstract description 25
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 20
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 11
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
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Abstract
The utility model discloses a foundation structure of heavy load industry building, including ground foundation pile, ground pile dish and ground pile pillar, the inside fixed mounting of ground foundation pile has the main reinforcement, the outside fixed mounting of main reinforcement has main reinforcing bar frame, the inside fixed mounting of ground foundation pile dish has quantity to be five steel sheet ring, five the equal fixed mounting in relative inboard of steel sheet ring has the link. Through setting up ground foundation pile dish, the steel sheet ring, the link, the connecting rod, ground pile pillar, assist the reinforcing bar and assist the reinforcing bar frame, the quantity of setting up ground foundation pile pillar simultaneously is four altogether, four ground foundation pile pillars all are located the outside of ground foundation pile, can be so that the bottom outside of ground foundation pile provides the support of four principal force foot points, when ground foundation bed stratum part appears collapsing or takes place the motion, the principal force foot point supports and pulls the bottom of ground foundation pile dish, can effectually prevent sinking and the slope of ground foundation pile, and then make the foundation prevent sinking and prevent that the slope intensity is high.
Description
Technical Field
The utility model belongs to the technical field of the foundation structure, specifically be a foundation structure of heavy load industrial building.
Background
In the process of designing the foundation of a building with a large load, when a natural foundation can meet the design requirement, the foundation is designed by firstly considering the shallow foundation structure form, so the construction period and the engineering investment can be greatly reduced.
Traditional ground stake is single pillar more and is driven into underground, prevents sinking and prevent inclining intensity low, and when ground basement lower floor stratum part appears collapsing or takes place the motion, the ground stake sinks easily or inclines, reduces the load of ground.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a foundation structure of heavy load industrial building to solve prior art and prevent sinking and prevent the problem that the tilting strength is low.
For realizing the above-mentioned high purpose of preventing sinking and preventing inclining intensity, the utility model provides a following technical scheme: the utility model provides a foundation structure of heavy load industry building, includes ground foundation pile, ground pile dish and ground pile pillar, the inside fixed mounting of ground foundation pile has the main reinforcement, the outside fixed mounting of main reinforcement has main reinforcement frame, the inside fixed mounting of ground foundation pile dish has the steel sheet ring that quantity is five, five the equal fixed mounting in relative inboard of steel sheet ring has the link, and is inboard the inboard fixed mounting of steel sheet ring has the connecting rod that extends to the main reinforcement outside, the inside fixed mounting of ground foundation pile pillar has the auxiliary reinforcement that extends to ground foundation pile dish inside, the outside fixed mounting of auxiliary reinforcement has auxiliary reinforcement frame, the inside of ground foundation pile, ground pile dish and ground pile pillar all fills there is the concrete.
Preferably, the number of the foundation pile supports is four, and four foundation pile supports are all positioned on the outer side of the foundation pile.
Preferably, the length of the main reinforcing steel bar is larger than that of the auxiliary reinforcing steel bar, and the diameter of the main reinforcing steel bar is larger than that of the auxiliary reinforcing steel bar.
Preferably, the main reinforcing frame is longer than the auxiliary reinforcing frame, and the outer diameter of the main reinforcing frame is larger than that of the auxiliary reinforcing frame.
Preferably, the number of the connecting frames is four, and the thicknesses of the four connecting frames are all matched with the adjacent distance of the steel plate rings.
Preferably, the number of the connecting rods is four, and the inner side of the main steel bar frame is provided with through holes matched with the connecting rods.
Compared with the prior art, the utility model discloses, possess following beneficial effect:
the foundation structure of the large-load industrial building comprises foundation pile discs, steel plate rings, connecting frames, connecting rods, foundation pile pillars, auxiliary steel bars and auxiliary steel bar frames, wherein the number of the foundation pile pillars is four, the four foundation pile pillars are all located on the outer sides of foundation piles, the outer sides of the bottoms of the foundation piles can provide support of four main force supporting foot points, when the local lower strata of the foundation is collapsed or moves, the main force supporting foot points support and pull the bottoms of the foundation pile discs, sinking and inclination of the foundation piles can be effectively prevented, further the sinking and inclination preventing strength of the foundation is high, the number of the connecting rods is four, through the steel plate rings, the connecting frames and the connecting rods, through holes matched with the connecting rods are formed in the inner sides of the main steel bar frames, the connecting strength of the foundation piles and the foundation pile discs can be improved, and the foundation piles are connected through the foundation pile discs, The interiors of the foundation pile discs and the foundation pile pillars are filled with concrete, and the hardened concrete is matched with the main reinforcing steel frames and the auxiliary reinforcing steel frames, so that the transverse deformation resistant strength of the foundation piles can be improved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic top view of the ground pile structure of the present invention;
fig. 3 is a schematic view of the bottom surface of the ground pile structure of the present invention.
In the figure: 1 foundation pile, 11 main steel bars, 12 main steel bar frames, 2 foundation pile discs, 21 steel plate rings, 22 connecting frames, 23 connecting rods, 3 foundation pile pillars, 31 auxiliary steel bars, 32 auxiliary steel bar frames and 4 concrete.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
Referring to fig. 1-3, the foundation structure of the heavy-load industrial building includes foundation piles 1, foundation pile discs 2, and foundation pile pillars 3, the number of the foundation pile pillars 3 is four, four foundation pile pillars 3 are all located at the outer side of the foundation pile 1, main reinforcements 11 are fixedly installed inside the foundation pile 1, main reinforcement frames 12 are fixedly installed at the outer side of the main reinforcements 11, five steel plate rings 21 are fixedly installed inside the foundation pile discs 2, connecting frames 22 are fixedly installed at the opposite inner sides of the five steel plate rings 21, the number of the connecting frames 22 is four, the thickness of the four connecting frames 22 is adapted to the distance between the adjacent steel plate rings 21, connecting rods 23 extending to the outer side of the main reinforcements 11 are fixedly installed at the inner side of the inner steel plate rings 21, the number of the connecting rods 23 is four, through holes adapted to the connecting rods 23 are opened at the inner side of the main reinforcement frame 12, the inside fixed mounting of ground foundation pile pillar 3 has the auxiliary reinforcement 31 that extends to the inside of ground foundation pile dish 2, and the length of main reinforcing bar 11 is greater than auxiliary reinforcement 31, and the diameter of main reinforcing bar 11 is greater than the diameter of auxiliary reinforcement 31, and the outside fixed mounting of auxiliary reinforcement 31 has auxiliary reinforcement frame 32, and the length of main reinforcement frame 12 is greater than auxiliary reinforcement frame 32, and the external diameter of main reinforcement frame 12 is greater than the external diameter of auxiliary reinforcement frame 32, and the inside of ground foundation pile 1, ground foundation pile dish 2 and ground foundation pile pillar 3 all is filled with concrete 4.
To sum up, in the foundation structure of the large-load industrial building, by arranging the foundation pile discs 2, the steel plate rings 21, the connecting frames 22, the connecting rods 23, the foundation pile pillars 3, the auxiliary steel bars 31 and the auxiliary steel bar frames 32, and simultaneously arranging the number of the foundation pile pillars 3 to be four, the four foundation pile pillars 3 are all arranged on the outer side of the foundation pile 1, the outer side of the bottom of the foundation pile 1 can provide support of four main force supporting foot points, when the local collapse or movement of the lower strata of the foundation occurs, the main force supporting foot points support and pull the bottom of the foundation pile discs 2, the sinking and the inclination of the foundation pile 1 can be effectively prevented, the sinking and the inclination prevention strength of the foundation is high, by arranging the steel plate rings 21, the connecting frames 22 and the connecting rods 23, the number of the connecting rods 23 is four, the through holes matched with the connecting rods 23 are arranged on the inner side of the main steel bar frame 12, the connection strength of the foundation piles 1 and the foundation pile discs 2 can be improved, the interiors of the foundation piles 1, the foundation pile discs 2 and the foundation pile pillars 3 are filled with concrete 4, and the concrete 4 is matched with the main reinforcing frames 12 and the auxiliary reinforcing frames 32 after being hardened, so that the strength of the foundation piles against transverse deformation can be improved.
Claims (6)
1. A foundation structure of heavy load industrial building, includes foundation pile (1), foundation pile dish (2) and foundation pile pillar (3), its characterized in that: ground foundation pile (1)'s inside fixed mounting has main reinforcing bar (11), the outside fixed mounting of main reinforcing bar (11) has main reinforcing bar frame (12), the inside fixed mounting of ground foundation pile dish (2) has steel sheet ring (21) that quantity is five, five the equal fixed mounting in relative inboard of steel sheet ring (21) has link (22), inboard the inboard fixed mounting of steel sheet ring (21) has connecting rod (23) that extend to main reinforcing bar (11) outside, the inside fixed mounting of ground foundation pile pillar (3) has auxiliary reinforcement (31) that extend to ground foundation pile dish (2) inside, the outside fixed mounting of auxiliary reinforcement (31) has auxiliary reinforcing bar frame (32), the inside of ground foundation pile (1), ground foundation pile dish (2) and ground foundation pile pillar (3) all is filled concrete (4).
2. A foundation structure of a heavy load industrial building according to claim 1, wherein: the number of the foundation pile pillars (3) is four, and the four foundation pile pillars (3) are all located on the outer side of the foundation pile (1).
3. A foundation structure of a heavy load industrial building according to claim 1, wherein: the length of the main reinforcing steel bar (11) is larger than that of the auxiliary reinforcing steel bar (31), and the diameter of the main reinforcing steel bar (11) is larger than that of the auxiliary reinforcing steel bar (31).
4. A foundation structure of a heavy load industrial building according to claim 1, wherein: the main reinforcing frame (12) is longer than the auxiliary reinforcing frame (32), and the outer diameter of the main reinforcing frame (12) is larger than that of the auxiliary reinforcing frame (32).
5. A foundation structure of a heavy load industrial building according to claim 1, wherein: the number of the connecting frames (22) is four, and the thicknesses of the four connecting frames (22) are all matched with the adjacent distance of the steel plate rings (21).
6. A foundation structure of a heavy load industrial building according to claim 1, wherein: the number of the connecting rods (23) is four, and through holes matched with the connecting rods (23) are formed in the inner side of the main reinforcing steel bar frame (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021711291.2U CN213571905U (en) | 2020-08-17 | 2020-08-17 | Foundation structure of large-load industrial building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021711291.2U CN213571905U (en) | 2020-08-17 | 2020-08-17 | Foundation structure of large-load industrial building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213571905U true CN213571905U (en) | 2021-06-29 |
Family
ID=76555181
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021711291.2U Expired - Fee Related CN213571905U (en) | 2020-08-17 | 2020-08-17 | Foundation structure of large-load industrial building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213571905U (en) |
-
2020
- 2020-08-17 CN CN202021711291.2U patent/CN213571905U/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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210629 |