CN207794123U - A kind of counter-force anti-floating underground tank structure - Google Patents
A kind of counter-force anti-floating underground tank structure Download PDFInfo
- Publication number
- CN207794123U CN207794123U CN201820155908.3U CN201820155908U CN207794123U CN 207794123 U CN207794123 U CN 207794123U CN 201820155908 U CN201820155908 U CN 201820155908U CN 207794123 U CN207794123 U CN 207794123U
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- China
- Prior art keywords
- counter
- force
- stake
- enlarged footing
- reinforced concrete
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- Expired - Fee Related
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Abstract
A kind of counter-force anti-floating underground tank structure, including reinforced concrete water pond structure and counter-force pile body system, the counter-force pile body is made of multiple counter-force stakes, the bottom plate formed by integrally casting of counter-force stake and reinforced concrete water pond structure, the counter-force stake is reinforced concrete structure, and the bottom of stake counter-force stake is arranged to enlarged footing, and the bottom of the enlarged footing connects spiral steel pile, steel part connector, connector and the bar connecting and casting concrete in enlarged footing is arranged in spiral steel pile upper end；Multiple counter-force stakes connect to form closed counter-force pile body system two-by-two by tie-beam, and the tie-beam is arranged at enlarged footing.What the utility model obtained has the beneficial effect that：Easy for construction, reasonable design, water-stagnating effect are good, carry out supporting to abundance of water subterranean zone using the form of freezing supporting, are safeguarded convenient for stablizing for foundation pit, and can be recycled to construction material.
Description
Technical field
The utility model is related to float Structure, specially a kind of counter-force anti-floating underground tank structure.
Background technology
The pond of the engineering of water treatment such as the anti-floating of large-scale sump for rich groundwater the more is done the more more, and size is more doing
Greatly, depth the more is done the more deep, is limited by water process site condition and geological conditions, for having the area of shallower underground water, pond
Structure base slab will receive the effect of underground water uplift pressure, the stabilization in the guarantee pond that general anti-floating system cannot be permanent.
Invention content
The technical task of the utility model is to provide a kind of counter-force anti-floating underground tank structures：
A kind of counter-force anti-floating underground tank structure, including reinforced concrete water pond structure and counter-force pile body system, feature exist
In：The counter-force pile body is made of multiple counter-force stakes, the bottom plate formed by integrally casting of counter-force stake and reinforced concrete water pond structure, institute
It is reinforced concrete structure to state counter-force stake, and the bottom of stake counter-force stake is arranged to enlarged footing, and the bottom of the enlarged footing connects spiral
Steel part connector is arranged in steel pile, spiral steel pile upper end, and the bar connecting in steel part connector and enlarged footing simultaneously pours coagulation
Soil；Multiple counter-force stakes connect to form closed counter-force pile body system two-by-two by tie-beam, and the tie-beam is arranged at enlarged footing.
The base angle setting shearing resistance of the reinforced concrete water pond structure supports.
Cohesive soil is filled between reinforced concrete water pond structure and counter-force pile body system, can prevent the water of reservoir from oozing in this way
Enter, reduces buoyancy.
What the utility model obtained has the beneficial effect that：Easy for construction, reasonable design, water-stagnating effect are good, utilize freezing supporting
Form supporting is carried out to abundance of water subterranean zone, safeguard, and construction material can be recycled convenient for stablizing for foundation pit.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Specific implementation mode
The utility model will be further described below in conjunction with the accompanying drawings, but does not represent it as unique reality of the utility model
Apply mode.
As shown,
A kind of counter-force anti-floating underground tank structure, including reinforced concrete water pond structure 1 and counter-force pile body system 2, feature
It is：Counter-force pile body system 2 is made of multiple counter-force stakes, and counter-force stake and the bottom plate 3 of reinforced concrete water pond structure integrally pour
It builds, the counter-force stake is reinforced concrete structure, and the bottom of stake counter-force stake is arranged to enlarged footing 4, and the bottom of the enlarged footing connects
Spiral steel pile 5 is connect, steel part connector 6 is arranged in spiral steel pile upper end, and the bar connecting in steel part connector and enlarged footing is simultaneously
Casting concrete；Multiple counter-force stakes form closed counter-force pile body system by the connection of tie-beam 7 two-by-two, and the tie-beam setting exists
At enlarged footing.The enlarged footing is inverted T font, convenient for increasing the counter-force to soil.
The base angle setting shearing resistance of the reinforced concrete water pond structure supports.
Cohesive soil is filled between reinforced concrete water pond structure and counter-force pile body system, can prevent the water of reservoir from oozing in this way
Enter, reduces buoyancy.
It in Specific construction, excavates in advance, setting spiral steel pile ensures that depth anchoring is fixed, reserved steel part connector
Convenient for the reinforcement welding in enlarged footing, carry out cast-in-place concrete later, after the counter-force stake of bottom is poured, while filling viscous
Property soil and densification room, carry out pond baseboard it is cast-in-place.
The above descriptions are merely preferred embodiments of the present invention, not does any shape to the utility model structure
Limitation in formula.Every foundation the technical essence of the utility model any simple modification, equally change made to the above embodiment
Change or modification, in the range of still falling within the technical solution of the utility model.
Claims (3)
1. a kind of counter-force anti-floating underground tank structure, including reinforced concrete water pond structure and counter-force pile body system, it is characterised in that：
The counter-force pile body is made of multiple counter-force stakes, the bottom plate formed by integrally casting of counter-force stake and reinforced concrete water pond structure, described
Counter-force stake is reinforced concrete structure, and the bottom of stake counter-force stake is arranged to enlarged footing, and the bottom of the enlarged footing connects spiral steel
Steel part connector, steel part connector and the bar connecting and casting concrete in enlarged footing is arranged in pile, spiral steel pile upper end；
Multiple counter-force stakes connect to form closed counter-force pile body system two-by-two by tie-beam, and the tie-beam is arranged at enlarged footing.
2. a kind of counter-force anti-floating underground tank structure according to claim 1, which is characterized in that the armored concrete water
The base angle setting shearing resistance of pool structure supports.
3. a kind of counter-force anti-floating underground tank structure according to claim 1, it is characterised in that：Reinforced concrete water pond knot
Cohesive soil is filled between structure and counter-force pile body system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820155908.3U CN207794123U (en) | 2018-01-30 | 2018-01-30 | A kind of counter-force anti-floating underground tank structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820155908.3U CN207794123U (en) | 2018-01-30 | 2018-01-30 | A kind of counter-force anti-floating underground tank structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794123U true CN207794123U (en) | 2018-08-31 |
Family
ID=63268362
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820155908.3U Expired - Fee Related CN207794123U (en) | 2018-01-30 | 2018-01-30 | A kind of counter-force anti-floating underground tank structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794123U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622271A (en) * | 2020-04-28 | 2020-09-04 | 中国能源建设集团广东省电力设计研究院有限公司 | Uplift-resistant pile cap |
-
2018
- 2018-01-30 CN CN201820155908.3U patent/CN207794123U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622271A (en) * | 2020-04-28 | 2020-09-04 | 中国能源建设集团广东省电力设计研究院有限公司 | Uplift-resistant pile cap |
| CN111622271B (en) * | 2020-04-28 | 2021-07-23 | 中国能源建设集团广东省电力设计研究院有限公司 | Uplift-resistant pile cap |
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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: 20180831 Termination date: 20190130 |