CN207452895U - A kind of high slope anchored pile supporting - Google Patents
A kind of high slope anchored pile supporting Download PDFInfo
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- CN207452895U CN207452895U CN201721182858.XU CN201721182858U CN207452895U CN 207452895 U CN207452895 U CN 207452895U CN 201721182858 U CN201721182858 U CN 201721182858U CN 207452895 U CN207452895 U CN 207452895U
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- pile
- support pile
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- high slope
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Abstract
The utility model first scheme provides：A kind of high slope anchored pile supporting, including：At least the fixed support pile in ground is goed deep into an one end；Both ends be separately mounted to it is between the support pile and side slope soil layer, for by the fixed anchoring piece of the support pile；And extend from the support pile and be inserted into slope compaction banket in for reducing off-load component of the compacting filling soil to the pressure of the support pile；Implement the high slope anchored pile supporting of above-mentioned technical proposal, by the way that off-load component reduction compacting filling soil is set to act on the pressure on support pile, so that anchored pile supporting is under the larger demand of born pressure, anchored pile supporting need not set more complicated, so as to reduce the project cost of anchored pile supporting, be conducive to the popularization and application of anchored pile supporting.
Description
Technical field
The utility model is related to technical field of building construction more particularly to a kind of high slope anchored pile supportings.
Background technology
The side slope formed in engineering construction when running into rainy day or sharp pounding, is often present with landslide, avalanche or swollen
The problems such as swollen, to prevent the above-described problem from occurring, it is necessary to which side slope carries out supporting, and anchored pile supporting is applied in engineering construction
Widely.
But generally, with the increase of supporting height, the soil pressure that anchored pile supporting is born can correspondingly increase, and be
Guarantee to bear bigger pressure, anchored pile supporting can be more complicated, so that the project cost amplitude of anchored pile supporting
Also can accordingly increase, cost performance reduces, and constrains the popularization and application of anchored pile supporting.
Utility model content
The utility model aim is to provide a kind of high slope anchored pile supporting, to solve found, pile-anchor retaining
Structure is complicated due to pressure demand the technical issues of being restricted its popularization and application.
The utility model first scheme provides：A kind of high slope anchored pile supporting, including：At least one end is in depth
The fixed support pile in face；Both ends be separately mounted to it is between the support pile and side slope soil layer, for the support pile to be fixed
Anchoring piece；And extend from the support pile and be inserted into being filled out for reducing the compacting in the compacting filling soil of side slope
Soil is to the off-load component of the pressure of the support pile.
Implement the high slope anchored pile supporting of above-mentioned technical proposal, acted on by the way that off-load component is set to reduce compacting filling soil
Pressure on support pile so that for anchored pile supporting under the larger demand of born pressure, anchored pile supporting need not
It sets more complicated, so as to reduce the project cost of anchored pile supporting, is conducive to the popularization and application of anchored pile supporting.
The utility model alternative plan is that following content is further provided on the basis of first scheme：The off-load component bag
It includes：The off-load component includes：Hat mounted on described support pile one end, for being attached between the different support piles
Beam；Mounted on the Guan Liang and support pile opposite side, cantilever slab for compacting filling soil described in supporting and retaining system；And installation
In the Guan Liang and the relieving slab that is inserted into the compacting filling soil.
Implement the high slope anchored pile supporting of above-mentioned technical proposal, multiple support piles are connected into an entirety by Guan Liang,
So that supporting construction is more stable, cantilever slab is separately mounted to the both sides of Guan Liang with relieving slab, can be from two different directions
Upper reduction compacting filling soil acts on the pressure on support pile.
The utility model third program is that following content is further provided on the basis of alternative plan：It is the Guan Liang, described
Cantilever slab and relieving slab formed by integrally casting shaping are molded with Bar Anchorage.
The assembly method of the high slope anchored pile supporting of implementation above-mentioned technical proposal, off-load component and Guan Liang is provided with more
Kind so that anchored pile supporting has more diversity.
The utility model fourth program is that following content is further provided on the basis of first scheme：The anchoring piece is anchor
Rope or soil nailing.
Implement the high slope anchored pile supporting of above-mentioned technical proposal, anchoring piece can meet difference there are many realization method
Engineering demand.
The 5th scheme of the utility model is that following content is further provided on the basis of fourth program：The anchoring piece with
It is closed using concrete the position that the support pile mutually assembles.
Implement the high slope anchored pile supporting of above-mentioned technical proposal, with concrete enclosing anchoring piece so that anchoring piece is pacified
Dress is more firm.
The 6th scheme of the utility model is that following content is further provided on the basis of first scheme：When the high slope stake
When anchor supporting construction includes at least two support pile arranged in parallel, it is also equipped between adjacent two support pile
Breast boards.
Implement the high slope anchored pile supporting of above-mentioned technical proposal, the setting of breast boards can further consolidate side slope,
In order to avoid slope failure.
The 7th scheme of the utility model is to further provide for following content on the basis of the 6th scheme：It is set on the breast boards
It is equipped with drain hole.
Implement the high slope anchored pile supporting of above-mentioned technical proposal, the setting of drain hole in soil behind breast boards for oozing
The water discharge gone out, formation ponding generation hydrostatic pressure is applied in supporting construction after avoiding breast boards plate, makes structure more firm.
The utility model eighth aspect be further provided in the first to seven kind of scheme on the basis of any scheme as
Lower content：The support pile is deposited reinforced concrete pile.
Implement the high slope anchored pile supporting of above-mentioned technical proposal, support pile is perfused by armored concrete, structure
Simply it is easily achieved.
Advantageous effect：
The utility model provides a kind of high slope anchored pile supporting, including：At least it is fixed to go deep into ground for an one end
Support pile；Both ends be separately mounted to it is between the support pile and side slope soil layer, for by the fixed anchoring piece of the support pile；
And extend from the support pile and be inserted into slope compaction banket in for reducing the compacting filling soil to the supporting
The off-load component of the pressure of stake；Implement the high slope anchored pile supporting of above-mentioned technical proposal, by the way that off-load component is set to reduce
Compacting filling soil acts on the pressure on support pile so that anchored pile supporting is under the larger demand of born pressure, piled anchor branch
Protection structure need not set more complicated, so as to reduce the project cost of anchored pile supporting, be conducive to anchored pile supporting
It promotes and applies.
Description of the drawings
It in order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it can also be obtained according to these attached drawings other attached drawings.
Fig. 1 is the sectional view of the high slope anchored pile supporting of the utility model embodiment one.
Fig. 2 is the structure diagram of the high slope anchored pile supporting of the utility model embodiment one.
Reference numeral：1st, support pile；2nd, anchoring piece；3rd, off-load component；31st, Guan Liang；32nd, cantilever slab；33rd, relieving slab；4、
Breast boards；41st, drain hole；5th, ground；6th, side slope；7th, compacting filling soil.
Specific embodiment
In the following detailed description, it is proposed that many details, in order to the comprehensive understanding to the utility model.But
It is, it will be apparent to those skilled in the art that the utility model can be in one during these details are not required
Implement in the case of a little details.Below the description of embodiment is used for the purpose of providing by showing the example of the utility model
The utility model is more fully understood.
Below in conjunction with attached drawing, the technical solution of the utility model embodiment is described.
Embodiment one：
With reference to Fig. 1 and Fig. 2, the present embodiment is related to a kind of high slope anchored pile supporting, including：At least an one end is goed deep into
5 fixed support pile 1 of ground；Both ends be separately mounted to it is between 6 soil layer of support pile 1 and side slope, for support pile 1 is fixed
Anchoring piece 2；And extend from support pile 1 and be inserted into the compacting filling soil 7 of side slope and be used to reduce compacting filling soil 7 to branch
The off-load component 3 of the pressure of fender pile 1.
Support pile 1 is deposited reinforced concrete pile in the present embodiment, and stake spacing is 2 ~ 6m, and manually digging hole or machinery can be used
The technique of pore-forming pore-forming on support pile 1 is assembled for anchoring piece 2, and anchoring piece 2 is anchor cable, in other embodiment, anchoring
Part 2 can also be soil nailing, and anchor cable can be arranged to a row or multi-row according to supporting height, and anchor cable needs to apply pre- dynamometric, anchor cable head
Portion uses more than C30 concrete enclosings, and strength grade is that the concrete of C30 refers to 30MPa≤compressive strength of concrete
Standard value<35MPa.
Specifically, off-load component 3 includes：Mounted on support pile 1 away from ground one end, for different support piles 1 it
Between the Guan Liang 31 that is attached；Mounted on Guan Liang 31 and support pile 1 opposite side, cantilever for supporting and retaining system compacting filling soil 7
Plate 32；And in Guan Liang 31 and the relieving slab 33 that is inserted into compacting filling soil 7.
Guan Liang 31 links together multiple support piles 1 so that supporting construction has good globality, the present embodiment
In, the width of relieving slab 33 is 2 ~ 4m, and the Bar Anchorage of relieving slab 33 connects into relieving slab 33 and Guan Liang 31 in Guan Liang 31
One entirety, the height of cantilever slab 32 is 2 ~ 4m, and the Bar Anchorage of cantilever slab 32 is in Guan Liang 31, by cantilever slab 32 and Guan Liang 31
An entirety is connected into, the cantilevered unloading plat of a L-shaped is integrally formed with Guan Liang 31 and cantilever slab 32 for relieving slab 33,
In other embodiment, off-load component 3 can also pass through armored concrete one by Guan Liang 31 and cantilever slab 32 and relieving slab 33
Shaping is perfused.
Breast boards 4 made of armored concrete are additionally provided between support pile 1, drain hole 41 is provided on breast boards 4.
The use principle of the present embodiment is approximately as stating：
In the construction process, first construct to support pile 1, breast boards 4 of then constructing between two support piles 1, then
By machinery on support pile 1 pore-forming, anchor cable is installed, is stabilized support pile 1 using anchor cable, then in support pile 1
Construction Guan Liang 31 on one side away from ground, relieving slab 33 of constructing in the one side of 31 near side (ns) slope of Guan Liang, 6 soil layer, finally in Guan Liang
31 with cantilever slab 32 of constructing in the corresponding one side of 1 mounting surface of support pile, be backfilling and compacted in time banket 7 in the construction process,
So far, the cantilever for a L-shaped being formd at the top of support pile 1 makes unloading plat, reduces slope compaction and bankets and 7 acts on branch
Pressure on fender pile 1 reduces the moment of flexure of support pile 1, and then reduces the project cost of supporting construction.
Above example is only to illustrate the technical solution of the utility model rather than the protection domain of utility model is carried out
Limitation.Obviously, described embodiment is only the utility model section Example rather than whole embodiments.Based on these
Embodiment, those of ordinary skill in the art's all other embodiments obtained without creative efforts, all
Belong to the utility model scope of the claimed.Although the utility model is described in detail with reference to above-described embodiment,
Those of ordinary skill in the art can still not make creative work and the utility model is respectively implemented in the case where there is no conflict
Feature in example is according to circumstances mutually combined, additions and deletions or makees other adjustment, so as to obtain different, essence without departing from this practicality newly
The other technologies scheme of the design of type, these technical solutions similarly belong to the utility model scope of the claimed.
Claims (8)
1. a kind of high slope anchored pile supporting, which is characterized in that including：
Ground (5) fixed support pile (1) is goed deep at least one end；
Both ends be separately mounted to it is between the support pile (1) and side slope (6) soil layer, for the support pile (1) is fixed
Anchoring piece (2)；And
Extend from the support pile (1) and be inserted into the compacting filling soil (7) of side slope for reducing the compacting filling soil (7)
To the off-load component (3) of the pressure of the support pile (1).
2. high slope anchored pile supporting according to claim 1, which is characterized in that the off-load component (3) includes：
Guan Liang (31) mounted on the support pile (1) one end, for being attached between the different support piles (1)；
Mounted on the Guan Liang (31) and support pile (1) opposite side, cantilever slab for compacting filling soil described in supporting and retaining system (7)
(32)；
And in the Guan Liang (31) and the relieving slab (33) that is inserted into the compacting filling soil (7).
3. high slope anchored pile supporting according to claim 2, which is characterized in that the Guan Liang (31), the cantilever
Plate (32) and the shaping of the relieving slab (33) formed by integrally casting are molded with Bar Anchorage.
4. high slope anchored pile supporting according to claim 1, which is characterized in that the anchoring piece (2) for anchor cable or
Soil nailing.
5. high slope anchored pile supporting according to claim 4, which is characterized in that the anchoring piece (2) with it is described
It is closed using concrete the position that support pile mutually assembles.
6. high slope anchored pile supporting according to claim 1, which is characterized in that when the high slope pile-anchor retaining knot
When structure includes at least two support pile arranged in parallel, earth-retaining is also equipped between adjacent two support pile (1)
Plate (4).
7. high slope anchored pile supporting according to claim 6, which is characterized in that be provided on the breast boards (4)
Drain hole (41).
8. the high slope anchored pile supporting according to any one of claim 1-7, which is characterized in that the support pile
(1) it is deposited reinforced concrete pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721182858.XU CN207452895U (en) | 2017-09-14 | 2017-09-14 | A kind of high slope anchored pile supporting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721182858.XU CN207452895U (en) | 2017-09-14 | 2017-09-14 | A kind of high slope anchored pile supporting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207452895U true CN207452895U (en) | 2018-06-05 |
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| CN201721182858.XU Active CN207452895U (en) | 2017-09-14 | 2017-09-14 | A kind of high slope anchored pile supporting |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914439A (en) * | 2019-03-13 | 2019-06-21 | 深圳市工勘岩土集团有限公司 | Combined side slope construction method for supporting |
| CN111005389A (en) * | 2019-12-27 | 2020-04-14 | 深圳市工勘岩土集团有限公司 | Construction method of unloading plate type supporting structure |
| CN112160328A (en) * | 2020-09-28 | 2021-01-01 | 济南市市政工程设计研究院（集团）有限责任公司 | Foundation pit supporting structure and method |
| CN113513032A (en) * | 2021-03-23 | 2021-10-19 | 深圳市工勘岩土集团有限公司 | Three-row pile gravity dam combined retaining structure for filled high slope |
-
2017
- 2017-09-14 CN CN201721182858.XU patent/CN207452895U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914439A (en) * | 2019-03-13 | 2019-06-21 | 深圳市工勘岩土集团有限公司 | Combined side slope construction method for supporting |
| CN109914439B (en) * | 2019-03-13 | 2021-04-23 | 深圳市工勘岩土集团有限公司 | Combined slope support construction method |
| CN111005389A (en) * | 2019-12-27 | 2020-04-14 | 深圳市工勘岩土集团有限公司 | Construction method of unloading plate type supporting structure |
| CN112160328A (en) * | 2020-09-28 | 2021-01-01 | 济南市市政工程设计研究院（集团）有限责任公司 | Foundation pit supporting structure and method |
| CN112160328B (en) * | 2020-09-28 | 2022-03-25 | 济南市市政工程设计研究院（集团）有限责任公司 | Foundation pit supporting structure and method |
| CN113513032A (en) * | 2021-03-23 | 2021-10-19 | 深圳市工勘岩土集团有限公司 | Three-row pile gravity dam combined retaining structure for filled high slope |
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