CN104404969A - Reinforced slide-resistant pile - Google Patents
Reinforced slide-resistant pile Download PDFInfo
- Publication number
- CN104404969A CN104404969A CN201410635372.1A CN201410635372A CN104404969A CN 104404969 A CN104404969 A CN 104404969A CN 201410635372 A CN201410635372 A CN 201410635372A CN 104404969 A CN104404969 A CN 104404969A
- Authority
- CN
- China
- Prior art keywords
- upright
- column
- cross beam
- hole
- reinforcement type
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
Abstract
The invention provides a reinforced slide-resistant pile, which comprises an upright front column; first through holes communicated front and back are formed in the upright front column; the upright front column is provided with a first reinforcing cross beam and a connecting cross beam; the upright front column is connected with two front supporting legs in a bilateral symmetry manner through the first reinforcing cross beam; second through holes horizontally communicated are formed in each front supporting leg; the upright front column is connected with an upright rear column through the connecting cross beam; first through holes communicated front and back are formed in the upright rear column; the upright rear column is provided with a second reinforcing cross beam; the upright rear column is connected with two rear supporting legs in a bilateral symmetry manner through the second reinforcing cross beam; second through holes are formed in each rear supporting leg. The resistance of the reinforced slide-resistant pile provided by the invention increased, and meanwhile, the through holes facing all directions are formed in the slide-resistant pile, so that underground water can be fully communicated, so that the water level is prevented from rising.
Description
Technical field
The invention belongs to landslide control field, especially relate to a kind of reinforcement type antislide pile.
Background technology
Landslide a kind ofly endangers serious geological phenomenon, often can cause serious casualties or property loss, and preventing land slide research has become the focus of Geological Engineering.At present, in landslide control engineering, reinforcement type antislide pile has become one of the most general one control landslide measure of application, the operating principle of reinforcement type antislide pile mainly by fixed section Rock And Soil embedding make with and passive resisting force be equilibrated at Thrust of Landslide or the slope soil pressure of the section of having Rock And Soil, frictional resistance simultaneously by Rock And Soil between stake and stake both sides forms soil arching effect, organize Rock And Soil between stake to extrude, make landslide or side slope keep balance or stable.In existing reinforcement type anti-slide pile design, pile body is generally vertical pile structure, fails to take into full account the comprehensive function of Rock And Soil before and after stake and the spatial distribution characteristic of bending and family.When Thrust of Landslide or side slope pressure larger time, often adopt and increase reinforcement type antislide pile section area to improve the anti-skid ability of reinforcement type antislide pile self, reach the object balancing Thrust of Landslide or slope soil pressure.Not only engineering quantity is large, treatment cost is high but also easily cause engineering to waste for the section area of increase reinforcement type antislide pile, and existing reinforcement type antislide pile is closed construction, the excretion of underground water has been blocked in the construction of reinforcement type antislide pile, raise the groundwater table after stake, especially after adopting double or multiline pile, groundwater table can significantly lifting, increases landslide motive force, very unfavorable to the normal work of reinforcement type antislide pile.
Summary of the invention
The object of this invention is to provide that a kind of structure is simple, resistance is large and the reinforcement type antislide pile that water level rises to topic can be solved.
For solving the problems of the technologies described above, the technical solution used in the present invention is: a kind of reinforcement type antislide pile, comprise upright front column, described straight front column is provided with the first through hole of front and back conducting, described upright front column is provided with the first reinforcing crossmember and a connecting cross beam, described upright front column is symmetrically connected with two front support legs by the first reinforcing crossmember, described front support leg is provided with the second through hole of horizontal conducting, described upright front column connects a upright rear column by connecting cross beam, described upright rear column is provided with the first through hole of front and back conducting, described upright rear column is provided with second reinforcing crossmember, described upright rear column is symmetrically connected with two rear support legs by the second reinforcing crossmember, described rear support leg is provided with the second through hole.
Further, the first described reinforcing crossmember and the second reinforcing crossmember are provided with the third through-hole of upper and lower conducting.
Further, described connecting cross beam is provided with the third through-hole of upper and lower conducting.
Further, the height of described front support leg is 1/2 of upright front column height.
Further, the height of described rear support leg is 1/2 of upright rear column height.
The advantage that the present invention has and good effect are:
1, reinforcement type antislide pile provided by the invention, upright front column and upright rear column are fixed by connecting cross beam, and on upright front column and upstanding post, pass through reinforcing crossmember fixing supporting legs respectively, make whole reinforcement type antislide pile integrally, increase its integral rigidity, add the contact area of reinforcement type antislide pile and ground Rock And Soil simultaneously, the drag of reinforcement type antislide pile is given full play to.
2, reinforcement type antislide pile provided by the invention, front and back column powder sets up the through hole of fore-and-aft direction respectively, front and back supporting leg is respectively arranged with the through hole of horizontal conducting, reinforcing crossmember and connecting cross beam arrange the through hole of upper and lower conducting respectively, all parts through hole conducting direction different, efficiently solve the problem that traditional reinforcement type antislide pile can lift groundwater table.
3, reinforcement type antislide pile provided by the invention, front support leg and rear support leg are 1/2 of upright front column and upright rear column height respectively, make the first reinforcing crossmember and the second reinforcing crossmember lay respectively at the middle position of upright front column and upright rear column, the resistance capabilities of upright front column and upright rear column can be strengthened.
Accompanying drawing explanation
Fig. 1 is perspective view of the present invention.
In figure:
1, upright front column 2, first through hole 3, first reinforcing crossmember
4, front support leg 5, second through hole 6, connecting cross beam
7, upright rear column 8, second reinforcing crossmember 9, rear support leg
10, third through-hole
Detailed description of the invention
Below in conjunction with accompanying drawing, specific embodiments of the invention are elaborated.
As shown in Figure 1, a kind of reinforcement type antislide pile, comprise upright front column 1, described straight front column 1 is provided with the first through hole 2 of front and back conducting, described upright front column 1 is provided with the first reinforcing crossmember 3 and a connecting cross beam 6, described upright front column 1 is symmetrically connected with two front support legs 4 by the first reinforcing crossmember 3, described front support leg 4 is provided with the second through hole 5 of horizontal conducting, described upright front column 1 connects a upright rear column 7 by connecting cross beam 6, described upright rear column 7 is provided with the first through hole 2 of front and back conducting, described upright rear column 1 is provided with second reinforcing crossmember 8, described upright rear column 7 is symmetrically connected with two rear support legs 9 by the second reinforcing crossmember 8, described rear support leg 9 is provided with the second through hole 5, the first described reinforcing crossmember 3 and the second reinforcing crossmember 8 are provided with the third through-hole 10 of upper and lower conducting, described connecting cross beam 6 is provided with the third through-hole 10 of upper and lower conducting, the height of described front support leg 4 is 1/2 of upright front column 1 height, the height of described rear support leg 9 is 1/2 of upright rear column 7 height.Reinforcement type antislide pile operationally, the effect playing its anti sliding with load from gravity that first reinforcing crossmember 3 and the second reinforcing crossmember 8 and connecting cross beam 6 all can be provided by Rock And Soil after stake, the front support leg 4 be simultaneously fixedly connected with the second reinforcing crossmember 8 by the first reinforcing crossmember 3 and rear support leg 9 can make the reinforcement type antislide pile ground that is fixed on tightly increase antiskid function, and connect upright rear column 1 by connecting cross beam 6, when making two columns stressed, resistance can be increased, and the first through hole 2 of front and back conducting, second through hole 5 of horizontal conducting and the third through-hole 10 of conducting up and down, the water of all directions can carry out conducting, the insertion avoiding slide resistant pile improves the problems such as groundwater table.
Above one embodiment of the present of invention have been described in detail, but described content being only the preferred embodiment of the invention, the practical range for limiting the invention can not being considered to.All equalization changes done according to the invention application range with improve, within the patent covering scope that still all should belong to the invention.
Claims (5)
1. a reinforcement type antislide pile, it is characterized in that: comprise upright front column, described straight front column is provided with the first through hole of front and back conducting, described upright front column is provided with the first reinforcing crossmember and a connecting cross beam, described upright front column is symmetrically connected with two front support legs by the first reinforcing crossmember, described front support leg is provided with the second through hole of horizontal conducting, described upright front column connects a upright rear column by connecting cross beam, described upright rear column is provided with the first through hole of front and back conducting, described upright rear column is provided with second reinforcing crossmember, described upright rear column is symmetrically connected with two rear support legs by the second reinforcing crossmember, described rear support leg is provided with the second through hole.
2. reinforcement type antislide pile according to claim 1, is characterized in that: the first described reinforcing crossmember and the second reinforcing crossmember are provided with the third through-hole of upper and lower conducting.
3. reinforcement type antislide pile according to claim 1, is characterized in that: described connecting cross beam is provided with the third through-hole of upper and lower conducting.
4. reinforcement type antislide pile according to claim 1, is characterized in that: the height of described front support leg is 1/2 of upright front column height.
5. reinforcement type antislide pile according to claim 1, is characterized in that: the height of described rear support leg is 1/2 of upright rear column height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410635372.1A CN104404969A (en) | 2014-11-12 | 2014-11-12 | Reinforced slide-resistant pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410635372.1A CN104404969A (en) | 2014-11-12 | 2014-11-12 | Reinforced slide-resistant pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104404969A true CN104404969A (en) | 2015-03-11 |
Family
ID=52642629
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410635372.1A Pending CN104404969A (en) | 2014-11-12 | 2014-11-12 | Reinforced slide-resistant pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104404969A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895090A (en) * | 2015-04-14 | 2015-09-09 | 重庆交通大学 | Combined ladder key structure and construction method |
| CN110106759A (en) * | 2019-05-24 | 2019-08-09 | 东北大学 | A kind of coastal highway subgrade anti-floating pile system |
-
2014
- 2014-11-12 CN CN201410635372.1A patent/CN104404969A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895090A (en) * | 2015-04-14 | 2015-09-09 | 重庆交通大学 | Combined ladder key structure and construction method |
| CN104895090B (en) * | 2015-04-14 | 2017-01-04 | 重庆交通大学 | Combined ladder key structure and construction method thereof |
| CN110106759A (en) * | 2019-05-24 | 2019-08-09 | 东北大学 | A kind of coastal highway subgrade anti-floating pile system |
| CN110106759B (en) * | 2019-05-24 | 2020-07-17 | 东北大学 | Coastal highway subgrade anti-floating pile system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202577339U (en) | Oblique cylinder composite foundation with pulling tray | |
| CN207244654U (en) | Stake two layers of retaining wall structure of support | |
| MX353659B (en) | Multiple pile foundation locking systems. | |
| CN104404969A (en) | Reinforced slide-resistant pile | |
| CN202543966U (en) | Pile-supported cantilever retaining wall | |
| CN101363229A (en) | Rigid and flexible pile composite foundation | |
| CN204023520U (en) | A kind of dam body water draining structure improving loose rock dam shock resistance | |
| CN202323963U (en) | Drainage and anchoring combined device for side slope | |
| CN205822139U (en) | Be suitable to the mud-rock flow of mountain torrents ditch block crib dam | |
| CN110565658A (en) | Double-row bottom-expanding long-short combined anti-slide pile for slope support | |
| CN202298638U (en) | Inclined column iron tower foundation | |
| CN203238621U (en) | Grouting pile provided with double layers of tensile bars | |
| CN104328794B (en) | A kind of narrow base tower four lower limb associating well foundation | |
| CN204691369U (en) | Underground, subway station earthquake resistant structure | |
| CN207525740U (en) | A kind of barb-shaped prefabricated pile suitable for soft clay area | |
| CN204098374U (en) | A kind of prefabricated pair of race stair | |
| CN204059542U (en) | Novel plastic manhole | |
| CN208136832U (en) | A kind of novel waterwall | |
| CN106567400A (en) | Pile foundation structure suitable for soft soil layer | |
| CN204151768U (en) | Total length fills with core prestressed tubular pile composite foundation | |
| CN204059213U (en) | Protecting net upright post suspension column connecting structure | |
| CN104372797B (en) | Foundation pit structure | |
| CN203320546U (en) | Slope reinforced soil retaining wall composite structure | |
| CN201437632U (en) | Full framing system for underwater operation | |
| CN208899530U (en) | A kind of anti-floating type hypogee structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150311 |
|
| WD01 | Invention patent application deemed withdrawn after publication |