CN205421240U - Novel concrete pile - Google Patents
Novel concrete pile Download PDFInfo
- Publication number
- CN205421240U CN205421240U CN201620278437.6U CN201620278437U CN205421240U CN 205421240 U CN205421240 U CN 205421240U CN 201620278437 U CN201620278437 U CN 201620278437U CN 205421240 U CN205421240 U CN 205421240U
- Authority
- CN
- China
- Prior art keywords
- ring
- draw ring
- stay cord
- concave station
- draw
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a novel concrete pile, including the base, its characterized in that: be equipped with the concave station on the base, be equipped with soil stake groove on the concave station, soil stake inslot is equipped with the soil stake, be equipped with a plurality of pull rings on the concave station, be equipped with a plurality of solid fixed ring in the soil stake, be equipped with the stay cord between pull ring and the solid fixed ring. The utility model discloses simple structure utilizes pull ring, solid fixed ring and stay cord, prevents soil stake slope or turns on one's side, and first pull ring, second pull ring, third pull ring, fourth pull ring one end interconnect in the concave station connects more firmly between the pull ring. The base is big and heavy for this utility model is stable more and firm.
Description
Technical field
This utility model relates to highway construction technical field, specifically, relates to a kind of new concrete stake.
Background technology
When building large-scale or high-rise, if meet with formation strength deficiency or soft soil horizon, often need to apply and insert underground foundation pile and the load-carrying of the building on upper strata is transferred to the domain of soil bearing bed or harder, to increase safety and the stability of fabric structure.Wherein, modal pile-type formula in again with prestressed concrete pipe pile as Engineering Market.
How to ensure that soil stake uses not run-off the straight or fracture to be the necessary guarantee of building life-time service for a long time, on the premise of ensureing soil stake firmly, need again to reduce building cost.
Utility model content
The technical problem to be solved in the present invention is design a kind of simple in construction, long-lived new concrete stake.
For solving the problems referred to above, this utility model be the technical scheme is that a kind of new concrete stake, including pedestal, it is characterized in that: described pedestal is provided with concave station, described concave station is provided with soil stake groove, is provided with soil stake in described soil stake groove, and described concave station is provided with some draw rings, the stake of described soil is provided with some retainer ring, is provided with stay cord between described draw ring and retainer ring.
A kind of improvement as technique scheme: described draw ring includes the first draw ring, the second draw ring, the 3rd draw ring, the 4th draw ring；Retainer ring includes the first retainer ring, the second retainer ring, the 3rd retainer ring, the 4th retainer ring；Described stay cord includes the first stay cord, the second stay cord, the 3rd stay cord, the 4th stay cord.
A kind of improvement as technique scheme: described first draw ring, the second draw ring, the 3rd draw ring, the 4th draw ring one end are located in concave station, concave station is stretched out in one end, and one end that described first draw ring, the second draw ring, the 3rd draw ring, the 4th draw ring are located in concave station interconnects.
A kind of improvement as technique scheme: described first stay cord two ends are connected with the first draw ring and the first retainer ring respectively；Second stay cord two ends are connected with the second draw ring and the second retainer ring respectively；3rd stay cord two ends are connected with the 3rd draw ring and the 3rd retainer ring respectively；4th stay cord two ends are connected with the 4th draw ring and the 4th retainer ring respectively.
Owing to have employed technique scheme, compared with prior art, this utility model simple in construction, utilize draw ring, retainer ring and stay cord, preventing soil stake from tilting or rollover, the first draw ring, the second draw ring, the 3rd draw ring, the 4th draw ring one end in concave station are connected with each other, and connect more firm between draw ring.Pedestal is big and weighs so that this utility model is more stable and firm.
The utility model is described in further detail with detailed description of the invention below in conjunction with the accompanying drawings.
Accompanying drawing explanation
Fig. 1 is the top view of this utility model a kind of new concrete stake；
Fig. 2 is the structural representation of this utility model a kind of new concrete stake.
In figure: 1 pedestal；2 concave stations；A 3 soil groove；4-1 the first draw ring；4-2 the second draw ring；4-3 the 3rd draw ring；4-4 the 4th draw ring；5-1 the first stay cord；5-2 the second stay cord；5-3 the 3rd stay cord；5-4 the 4th draws high；6 soil stakes；7-1 the first retainer ring；7-2 the second retainer ring；7-3 the 3rd retainer ring；7-4 the 4th retainer ring.
Detailed description of the invention
Embodiment:
As shown in Figure 1, a kind of new concrete stake, including pedestal 1, it is characterized in that: described pedestal 1 is provided with concave station 2, described concave station 2 is provided with soil stake groove 3, is provided with soil stake 6 in described soil stake groove 3, and described concave station 2 is provided with some draw rings, the stake 6 of described soil is provided with some retainer ring, is provided with stay cord between described draw ring and retainer ring.
Described draw ring includes the first draw ring 4-1, the second draw ring 4-2, the 3rd draw ring 4-3, the 4th draw ring 4-4；Retainer ring includes the first retainer ring 7-1, the second retainer ring 7-2, the 3rd retainer ring 7-3, the 4th retainer ring 7-4；Described stay cord includes the first stay cord 5-1, the second stay cord 5-2, the 3rd stay cord 5-3, the 4th stay cord 5-4.
Described first draw ring 4-1, the second draw ring 4-2, the 3rd draw ring 4-3, the 4th draw ring 4-4 one end are located in concave station 2, concave station 2 is stretched out in one end, and one end that described first draw ring 4-1, the second draw ring 4-2, the 3rd draw ring 4-3, the 4th draw ring 4-4 are located in concave station 2 interconnects.
Described first stay cord 5-1 two ends are connected with the first draw ring 4-1 and the first retainer ring 7-1 respectively；Second stay cord 5-2 two ends are connected with the second draw ring 4-2 and the second retainer ring 7-2 respectively；3rd stay cord 5-3 two ends are connected with the 3rd draw ring 4-3 and the 3rd retainer ring 7-3 respectively；4th stay cord 5-4 two ends are connected with the 4th draw ring 4-4 and the 4th retainer ring 7-4 respectively.
Claims (4)
1. a new concrete stake, including pedestal (1), it is characterized in that: described pedestal (1) is provided with concave station (2), described concave station (2) is provided with soil stake groove (3), it is provided with soil stake (6) in described soil stake groove (3), described concave station (2) is provided with some draw rings, and described soil stake (6) is provided with some retainer ring, is provided with stay cord between described draw ring and retainer ring.
A kind of new concrete stake the most according to claim 1, it is characterised in that: described draw ring includes the first draw ring (4-1), the second draw ring (4-2), the 3rd draw ring (4-3), the 4th draw ring (4-4)；Retainer ring includes the first retainer ring (7-1), the second retainer ring (7-2), the 3rd retainer ring (7-3), the 4th retainer ring (7-4)；Described stay cord includes the first stay cord (5-1), the second stay cord (5-2), the 3rd stay cord (5-3), the 4th stay cord (5-4).
A kind of new concrete stake the most according to claim 2, it is characterized in that: described first draw ring (4-1), the second draw ring (4-2), the 3rd draw ring (4-3), the 4th draw ring (4-4) one end are located in concave station (2), concave station (2) is stretched out in one end, and one end that described first draw ring (4-1), the second draw ring (4-2), the 3rd draw ring (4-3), the 4th draw ring (4-4) are located in concave station (2) interconnects.
A kind of new concrete stake the most according to claim 2, it is characterised in that: described first stay cord (5-1) two ends are connected with the first draw ring (4-1) and the first retainer ring (7-1) respectively；Second stay cord (5-2) two ends are connected with the second draw ring (4-2) and the second retainer ring (7-2) respectively；3rd stay cord (5-3) two ends are connected with the 3rd draw ring (4-3) and the 3rd retainer ring (7-3) respectively；4th stay cord (5-4) two ends are connected with the 4th draw ring (4-4) and the 4th retainer ring (7-4) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620278437.6U CN205421240U (en) | 2016-04-06 | 2016-04-06 | Novel concrete pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620278437.6U CN205421240U (en) | 2016-04-06 | 2016-04-06 | Novel concrete pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205421240U true CN205421240U (en) | 2016-08-03 |
Family
ID=56523431
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620278437.6U Expired - Fee Related CN205421240U (en) | 2016-04-06 | 2016-04-06 | Novel concrete pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205421240U (en) |
-
2016
- 2016-04-06 CN CN201620278437.6U patent/CN205421240U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: No.202 Haidong Road, Ping'an Town, Pingan County, Haidong City, Qinghai Province Patentee after: Qinghai Haidong Highway Engineering Construction Co.,Ltd. Address before: 810600, Haidong County, Haidong County, Qinghai Province, Ping An Zhenhai East Road, No. 202 Patentee before: Qinghai Haidong Highway Engineering Construction Co.,Ltd. |
|
| 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: 20160803 |