CN209066456U - Squeeze into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force - Google Patents
Squeeze into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force Download PDFInfo
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- CN209066456U CN209066456U CN201821545609.7U CN201821545609U CN209066456U CN 209066456 U CN209066456 U CN 209066456U CN 201821545609 U CN201821545609 U CN 201821545609U CN 209066456 U CN209066456 U CN 209066456U
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Abstract
The superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force is squeezed into, to increase substantially friction pile speed of application, effectively adapts to quick harnessing landslide engineering, the needs that landslide emergency repair is administered.It includes and is arranged at intervals at sliding intracorporal monomer friction pile, pile body lower part passes through sliding surface and enters supporting course.The monomer friction pile by prestressing force prestressed high-strength concrete pile, armored concrete inner core is compound constitutes；The lower part radial contraction of the prestressed high-strength concrete pile forms pile top, and pile body is squeezed into stratum.The armored concrete inner core pours in the inner hole of prestressed high-strength concrete pile, and consolidation is integrated therewith.The top of each monomer friction pile is integrated with armored concrete connecting elements consolidation, forms antiskid unit or whole framed bent formula antiskid structure.
Description
Technical field
The utility model relates to a kind of anti-slide pile structures, in particular to a kind of to be suitable for emergency rapid rescue and reinforce for a long time
Landslide, the tubular pole breast wall type packaged combination anti-slide pile structure that anti-slide performance is strong, durability is good.
Background technique
Landslide control is one, and investment is huge, technology is complicated, there are the disaster prevention and mitigation engineerings of risk for construction.China is one
The quite serious country of landslide disaster, landslide are distributed quite extensive on the ground such as the Yangtze river basin and Yunnan-Guizhou river.Public affairs are often resulted in when landslide
Road, railway, hydraulic engineering etc. destroy, and seriously threaten people's life, the safety of property.Landslide can occur in soil-slope,
It can also occur in rock side slope.For many years, it is the safety for ensuring people's lives and properties, ensures going on smoothly for economic construction,
Country consumes a large amount of human and material resources and financial resources in preventing land slide work.
Anti-slide pile controlling is begun to use to come down from the later period seventies, friction pile is made jointly by stake and surrounding ground
With Thrust of Landslide being transmitted to a kind of antiskid structure of good ground.This method be pile foundation is embedded in slider bed or gliding mass it
Under, prevent gliding mass from sliding using the tension and shearing strength and fixed section stratum drag of pile body, wherein strength of the mixing pile is by outside
The influence of factor is smaller, and is easy to be met in structure design aspect.Friction pile applies in general to shallow-layer and medium bed is sliding
Slope improvement, use flexible with position, dispersible, bricklaying is small in size, excavation face is small, destruction gliding mass is less, AsA -GSH cycle effect
It the advantages that good, is widely used in engineering practice.
With the increase of landslide control engineering scale, antiskid dowel section area and length are also increasing, material consumption quantitative change
It is very huge, the construction period is longer.Friction pile is long cantilever beam type primary structure member, mainly by suffered by sliding surface pile body below
Subgrade reaction balance Thrust of Landslide.In the case where high thrust landslide, mechanical behavior defect is got over utility model and is shown, engineering
It involves great expense.
In order to improve the unreasonable situation of this mechanical behavior of friction pile, reduces stake section, shorten jib-length, increase is supported
Resisting moment shortens the bore forming period, comprehensive to improve anti-slippery effect, is badly in need of the novel Anti-sliding stopping structure of research and development.
Utility model content
The technical problem to be solved by the utility model is to provide one kind to squeeze into the superpower concrete tubular pile breast wall type of prestressing force
Packaged combination anti-slide pile structure effectively adapts to quick harnessing landslide engineering, landslide is answered to increase substantially friction pile speed of application
It suddenly speedily carries out rescue work the needs of improvement.
It is as follows that the utility model solves technical solution used by its technical problem:
The utility model squeezes into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force, including interval
Be set to sliding intracorporal monomer friction pile, pile body lower part passes through sliding surface and enters supporting course, it is characterized in that: the monomer friction pile by
Prestressing force prestressed high-strength concrete pile, the compound composition of armored concrete inner core；The prestressed high-strength concrete pile
Lower part radial contraction forms pile top, and pile body is squeezed into stratum；The armored concrete inner core is poured in prestressed high-strength coagulation
In the inner hole of native tubular pole, and consolidation is integrated therewith；The top of each monomer friction pile and armored concrete connecting elements are solid
It becames one, forms antiskid unit or whole framed bent formula antiskid structure.
The beneficial effects of the utility model are mainly reflected in following aspects:
One, after tubular pole is squeezed into can first interim stabilization slopes, and provide stake holes, reinforcing bar for the armored concrete inner core in inner hole
Concrete inner core is ordinary reinforced concrete structure, effectively prevents the conventional construction method in soil property and class texture stratum and is formed
Difficulty of construction is big when stake holes, duration longer problem；
Two, ordinary reinforced concrete structure is applied in stake holes, and reinforcement is carried out to existing tube pile structure, can make monomer
Anti-slide pile structure has stronger AsA -GSH cycle, and anti-slide performance is bigger than mini pile, is suitable for the biggish landslide control of Thrust of Landslide, and
It can keep the long-term consolidation effect of slopes；
Three, driving into type tubular pole pore-forming, quick construction, the construction period is short, can be used for quick harnessing landslide, is suitable for quickly emergency
The landslide control engineering speedily carried out rescue work；
Four, it is relatively easy to squeeze into the stratum of construction, predominantly soil property or class texture stratum suitable for tubular pole, comprising: the soil body, pole
Soft rock, soft rock and highly weathered rock mass stratum.Meanwhile the landslide suitable for thickness of sliding body within 10m.
Five, during the tubular pole of with stake point squeezes into stratum with lesser stake spacing, have the function of the soil body between compaction pile, have
Conducive to raising soil strength.
Detailed description of the invention
This specification includes following width attached drawing:
Fig. 1 is that the utility model squeezes into the single of the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force
Whole framed bent formula antiskid structure reinforces slopes schematic cross-sectional view；
Fig. 2 is that the utility model squeezes into monomer in the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force
The profilograph of friction pile；
Fig. 3 is that the utility model squeezes into monomer in the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force
The drawing in side sectional elevation of friction pile；
Fig. 4 is that the utility model squeezes into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure embodiment of prestressing force
The plan view of 1 (two separate unit formula antiskid structures)；
Fig. 5 is that the utility model squeezes into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure embodiment of prestressing force
The plan view of 2 (four separate unit formula antiskid structures)；
Fig. 6 is that the utility model squeezes into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure embodiment of prestressing force
The plan view of 3 (six separate unit formula antiskid structures)；
Fig. 7 is that the utility model squeezes into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure embodiment of prestressing force
The plan view of 4 (single entirety framed bent formula antiskid structures)；
Fig. 8 is that the utility model squeezes into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure embodiment of prestressing force
The plan view of 5 (double entirety framed bent formula antiskid structures)；
Fig. 9 is that the utility model squeezes into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure embodiment of prestressing force
The plan view of 6 (three row's entirety framed bent formula antiskid structures).
Component and corresponding label be shown in figure: monomer friction pile 10, pile top 11, prestressed high-strength concrete pile 12,
Prestressed high-strength reinforcing bar 13, spiral stirrup 14, C80 concreting body 15, armored concrete inner core 16, vertical steel construction structure
Part 17, C40 early strength concrete pour building body 18, armored concrete connecting elements 20, roof support with reinforced concrete 21, armored concrete top
Beam 22, armored concrete transverse direction binder 23, gliding mass A, sliding surface B.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and examples.
Referring to FIG. 1, FIG. 2 and FIG. 3, the superpower concrete tubular pile breast wall type packaged combination of prestressing force of squeezing into of the utility model resists
Sliding pile structure, including the monomer friction pile 10 being arranged at intervals in gliding mass A, pile body lower part passes through sliding surface B and enters supporting course, special
Sign is: the monomer friction pile 10 by prestressing force prestressed high-strength concrete pile 12, armored concrete inner core 16 is compound constitutes.
The lower part radial contraction of the prestressed high-strength concrete pile 12 forms pile top 11, and pile body is squeezed into stratum；The reinforcing bar
Concrete inner core 16 pours in the inner hole of prestressed high-strength concrete pile 12, and consolidation is integrated therewith.Each monomer
The top of friction pile 10 is integrated with the consolidation of armored concrete connecting elements 20, forms antiskid unit or whole framed bent formula antiskid
Structure.
Referring to Fig.1, prestressed high-strength concrete pile 12 squeeze into behind stratum can first interim stabilization slopes, and in inner hole
Armored concrete inner core 16 provides stake holes, and armored concrete inner core 16 uses ordinary reinforced concrete structure, effectively prevents
Difficulty of construction is big, duration longer problem when conventional construction method formation stake holes in soil property and class texture stratum.Armored concrete
Inner core 16 carries out reinforcement to prestressed high-strength concrete pile 12, and monomer friction pile 10 can be made to have stronger AsA -GSH cycle,
Anti-slide performance is bigger than mini pile, is suitable for the biggish landslide control of Thrust of Landslide, and can keep the long-term consolidation effect of slopes.By beating
12 pore-forming of prestressed high-strength concrete pile entered, quick construction, the construction period is short, can increase substantially antiskid pile driving construction speed
Degree effectively adapts to quick harnessing landslide engineering, the needs that landslide emergency repair is administered.
Referring to Fig. 2 and Fig. 3, the prestressed high-strength concrete pile 12 is by C80 concreting body 15 and is embedded in it
Prestressed high-strength reinforcing bar 13 in tube wall, spiral stirrup 14 are constituted, vertically extending prestressed high-strength reinforcing bar 13 circumferentially between
Every laying, spiral stirrup 14 is connect with each prestressed high-strength reinforcing bar 13.The armored concrete inner core 16 is by the early strong coagulation of C40
Soil pours building body 18 and embedded vertical steel structure member 17 in the inner is constituted.The vertical steel structure member 17 is steel reinforcement cage, work
One of word steel or light rail.
Referring to Fig. 4, Fig. 5 and Fig. 6, the armored concrete connecting elements 20 is roof support with reinforced concrete 21,2-6 root monomer
Friction pile 10 is horizontally arranged at interval under its plate face or is vertically and horizontally spaced setting, and the top of each monomer friction pile 10 and reinforcing bar are mixed
Solidifying soil top plate 21 consolidation is formed as one antiskid unit.The center of adjacent monomer friction pile 10 is away from for 1.2- in the antiskid unit
2m should specifically be calculated by design according to Practical Project situation and be determined.It moves towards to lay antiskid unit along landslide, forms separate unit
The small-sized Antiskid pile combination antiskid structure of formula, the usually desirable 3-4m of clear distance between antiskid unit.
Referring to Fig. 7, the armored concrete connecting elements 20 is reinforced concrete cap 22, reinforced concrete cap 22 with
The top consolidation of the monomer friction pile 10 of interval setting below is integrated, and forms single whole framed bent formula antiskid structure.It is described
The center of adjacent monomer friction pile 10 is away from usually 1.2-2m on single entirety framed bent formula antiskid structure.
Referring to Fig. 8 and Fig. 9, the single whole framed bent formula antiskid structure parallel interval setting, adjacent single whole framed bent
Reinforced concrete cap 22 in formula antiskid structure is connected as one by spaced armored concrete transverse direction binder 23, shape
At multiple rows of whole framed bent formula antiskid structure.In multiple rows of whole framed bent formula antiskid structure, adjacent reinforced concrete top beam 22
Center is away from usually 2-3m.
Some principles of the utility model described above that only explains through diagrams, are not intended to for the utility model being confined to
In shown and described specific structure and the scope of application, therefore all corresponding modifications that may be utilized and equivalent,
Belong to the applied the scope of the patents of the utility model.
Claims (10)
1. squeezing into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force, including it is arranged at intervals at gliding mass (A)
Interior monomer friction pile (10), pile body lower part passes through sliding surface (B) and enters supporting course, it is characterized in that: the monomer friction pile (10)
By prestressing force prestressed high-strength concrete pile (12), armored concrete inner core (16) is compound constitutes；The prestressed high-strength is mixed
The lower part radial contraction of solidifying soil tubular pole (12) forms pile top (11), and pile body is squeezed into stratum；The armored concrete inner core
(16) it pours in the inner hole of prestressed high-strength concrete pile (12), and consolidation is integrated therewith；Each monomer friction pile
(10) top is integrated with armored concrete connecting elements (20) consolidation, forms antiskid unit or whole framed bent formula antiskid knot
Structure.
2. the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force is squeezed into as described in claim 1, it is special
Sign is: the prestressed high-strength concrete pile (12) is by C80 concreting body (15) and be embedded in its tube wall pre- answer
Power high tensile reinforcement (13), spiral stirrup (14) are constituted, vertically extending prestressed high-strength reinforcing bar (13) circumferentially spaced laying,
Spiral stirrup (14) is connect with each prestressed high-strength reinforcing bar (13).
3. the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force is squeezed into as described in claim 1, it is special
Sign is: the armored concrete inner core (16) pours building body (18) and embedded vertical steel construction in the inner by C40 early strength concrete
Component (17) is constituted.
4. the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force is squeezed into as claimed in claim 3, it is special
Sign is: the vertical steel structure member (17) is one of steel reinforcement cage, I-steel or light rail.
5. the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force is squeezed into as described in claim 1, it is special
Sign is: the armored concrete connecting elements (20) is roof support with reinforced concrete (21), and 2-6 root monomer friction pile (10) is in its plate
It is horizontally arranged at interval under face or is vertically and horizontally spaced setting, the top and roof support with reinforced concrete (21) of each monomer friction pile (10)
Consolidation is formed as one antiskid unit.
6. the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force is squeezed into as claimed in claim 5, it is special
Sign is: the center of adjacent monomer friction pile (10) is away from for 1.2-2m in the antiskid unit.
7. the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force is squeezed into as described in claim 1, it is special
Sign is: the armored concrete connecting elements (20) is reinforced concrete cap (22), reinforced concrete cap (22) and interval
The top consolidation that monomer friction pile (10) below is arranged is integrated, and forms single whole framed bent formula antiskid structure.
8. the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force is squeezed into as claimed in claim 7, it is special
Sign is: the center of adjacent monomer friction pile (10) is away from for 1.2-2m on the single whole framed bent formula antiskid structure.
9. the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force is squeezed into as claimed in claim 7 or 8,
Be characterized in: the single whole framed bent formula antiskid structure parallel interval is arranged, in adjacent single whole framed bent formula antiskid structure
Reinforced concrete cap (22) is connected as one by spaced armored concrete transverse direction binder (23), forms multiple rows of entirety
Framed bent formula antiskid structure.
10. the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force is squeezed into as claimed in claim 9, it is special
Sign is: in multiple rows of whole framed bent formula antiskid structure, the center of adjacent reinforced concrete top beam (22) is away from for 2-3m.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821545609.7U CN209066456U (en) | 2018-09-20 | 2018-09-20 | Squeeze into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821545609.7U CN209066456U (en) | 2018-09-20 | 2018-09-20 | Squeeze into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force |
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| CN209066456U true CN209066456U (en) | 2019-07-05 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235465A (en) * | 2018-09-20 | 2019-01-18 | 中铁二院工程集团有限责任公司 | Squeeze into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force |
| CN111809537A (en) * | 2020-07-22 | 2020-10-23 | 中国科学院、水利部成都山地灾害与环境研究所 | Collapse landslide blocking energy dissipation pile array and design method thereof |
-
2018
- 2018-09-20 CN CN201821545609.7U patent/CN209066456U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235465A (en) * | 2018-09-20 | 2019-01-18 | 中铁二院工程集团有限责任公司 | Squeeze into the superpower concrete tubular pile breast wall type packaged combination anti-slide pile structure of prestressing force |
| CN111809537A (en) * | 2020-07-22 | 2020-10-23 | 中国科学院、水利部成都山地灾害与环境研究所 | Collapse landslide blocking energy dissipation pile array and design method thereof |
| CN111809537B (en) * | 2020-07-22 | 2021-12-07 | 中国科学院、水利部成都山地灾害与环境研究所 | Design method of collapse landslide blocking energy dissipation pile array |
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