CN209429139U - The anchor structure of deformed slope - Google Patents
The anchor structure of deformed slope Download PDFInfo
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- CN209429139U CN209429139U CN201821923365.1U CN201821923365U CN209429139U CN 209429139 U CN209429139 U CN 209429139U CN 201821923365 U CN201821923365 U CN 201821923365U CN 209429139 U CN209429139 U CN 209429139U
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Abstract
The utility model discloses a kind of anchor structures of deformed slope, belong to slope support engineering field, it is weaker to solve steel-pipe pile bending resistance, cause the reinforcement effect of side slope limited, it is easy to appear steel-pipe pile bending deformation and even results in the entirely ineffective problem of anchor structure, steel-pipe pile and anchoring piece are attached by setting anchoring piece and connector by connector by the utility model, provide pulling force support by the anchorage effect of anchoring piece for steel-pipe pile；So that the one end being inserted into side slope on every steel-pipe pile can be connect with basement rock is stablized, and the end that steel-pipe pile is pierced by from side slope surface then passes through connector and connect with anchoring piece, the anti-bending strength of steel-pipe pile can be effectively improved in this way, and then efficiently controls the further problem on deformation of side slope.
Description
Technical field
The utility model relates to slope support engineering field more particularly to a kind of anchor structures of deformed slope.
Background technique
The side slope that part deformation is had occurred and that for the soil body needs region near on the outside of deformation range to take certain add
Gu treatment measures, because of this part side slope potential deformation a possibility that, are very big, it is necessary to carry out anchoring processing in time, prevent deformation model
That encloses further expands.At present frequently with anchoring processing mode be the periphery in deformed slope along deformed slope part
Uphill side edge interval is arranged steel-pipe pile and carries out consolidation process, to prevent top side slope from further deforming extension.Steel-pipe pile has
Quickly, the features such as execution conditions are simple, effective；But it can be connect with basement rock is stablized because steel-pipe pile only has the one end being inserted into side slope,
And steel-pipe pile is pierced by exposed upper end from side slope surface and is not effectively fixed or supported, the sectional area of usual steel-pipe pile in addition
Small, actual bending resistance is weaker, therefore the actual reinforcement effect of side slope is limited, is easy to appear steel-pipe pile under partial picture
The active force of side slope expansion deformation can not be resisted and cause steel-pipe pile bending deformation to even result in anchor structure is entirely ineffective to ask
Topic.
Utility model content
The technical issues of the utility model solves is: steel-pipe pile bending resistance is weaker, and the reinforcement effect of side slope is caused to have
Limit, is easy to appear steel-pipe pile bending deformation and even results in the entirely ineffective problem of anchor structure.
The technical scheme adopted by the utility model to solve the technical problem is as follows: the anchor structure of deformed slope, including steel
Tubular pole, the steel-pipe pile is arranged along the uphill side edge interval of deformed slope part, and steel-pipe pile is located at deformed slope portion
The outside divided；It further include anchoring piece, one end of anchoring piece extend into anchor connection in stable basement rock after passing through slope cover；Often
A anchoring piece and at least one steel-pipe pile form an anchoring unit, and every steel-pipe pile in each anchoring unit passes through company respectively
Fitting is connect with the anchoring piece in the anchoring unit, and be pierced by one end of connector and corresponding steel-pipe pile from side slope surface
End connects, the end connection being pierced by the other end and anchoring piece of connector from side slope surface；Along the upward slope direction of side slope, often
Anchoring piece in a anchoring unit is located at the top of all steel-pipe piles in the anchoring unit.
Further, having poured concrete in steel-pipe pile.
Further, being equipped with reinforcing bar in steel-pipe pile.
Further, the connector is reinforcing bar, the both ends of connector are welded to connect with anchoring piece and steel-pipe pile respectively.
Further, the steel-pipe pile setting is in vertical direction insertion side slope, steel-pipe pile is inserted into one end in side slope
It is extend into after slope cover in stable basement rock.
Further, each anchoring unit includes the steel-pipe pile that 3-6 root is successively disposed adjacent.
Further, the anchoring piece is anchor rope component, the anchor rope component includes anchor cable and anchor pier, and anchor cable is inserted into side
One end in slope is anchored end, the anchored end be located at stablize in basement rock and with stablize basement rock anchor connection, connector and anchor cable
The anchor pier of component connects.
Further, the side in side slope is inserted into the direction in anchor cable insertion side slope with the steel-pipe pile in corresponding anchoring unit
To at the horn-like of expansion.
Further, the direction in anchor cable insertion side slope turns one to upward slope lateral deviation relative to the direction on vertical side slope surface
Determine angle, θ setting, and the value range of θ are as follows: 30 °≤θ≤60 °.
Further, the anchoring piece is anchor pole.
The beneficial effects of the utility model are: anchor structure described in the utility model, by connector and steel-pipe pile from side
The end connection that slope surface is pierced by, while connector is connect with anchoring piece, is provided by the anchorage effect of anchoring piece for steel-pipe pile
Pulling force support；The one end being inserted into side slope on every steel-pipe pile in this way can be connect with basement rock is stablized, and steel-pipe pile is from side slope surface
The end being pierced by then passes through connector and connect with anchoring piece, can effectively improve the anti-bending strength of steel-pipe pile, Jin Eryou in this way
The further problem on deformation of effect ground control side slope.Moreover, the anchoring piece itself in the utility model can also be realized to a certain extent
The anchorage effect of side slope, therefore by steel-pipe pile and the joint anchorage effect of anchoring piece, it can be further improved anchor structure
The anchorage effect of whole side slope efficiently controls deformed slope deformation range expansion, is subsequent to deformed slope part
Subsequent anchoring construction safer execution conditions are provided.
Detailed description of the invention
Fig. 1 is the schematic diagram of the anchor structure of deformed slope described in the utility model；
Fig. 2 is the anchor structure of deformed slope described in the utility model from the schematic diagram vertically with side slope surface direction；
In the figure, it is marked as steel-pipe pile 1, deformed slope part 2, anchoring piece 3, slope cover 4, stable basement rock 5, connection
Part 6, side slope surface 7, slide surface 8, deformed slope part uphill side edge 9.
Specific embodiment
The present invention will be further described below with reference to the accompanying drawings and specific embodiments.
As shown in Figures 1 and 2, the anchor structure of deformed slope, including steel-pipe pile 1, the steel-pipe pile 1 is along having deformed side
The uphill side edge 9 of slope part 2 is spaced setting, and steel-pipe pile 1 is located at the outside of deformed slope part 2；It further include anchoring piece
3, one end of anchoring piece 3 extend into anchor connection in stable basement rock 5 after passing through slope cover 4；Each anchoring piece 3 and at least one
Root steel-pipe pile 1 forms an anchoring unit, and the every steel-pipe pile 1 in each anchoring unit passes through connector 6 and the anchoring respectively
The end that anchoring piece 3 in unit is connected, and is pierced by one end of connector 6 and corresponding steel-pipe pile 1 from side slope surface 7 connects
It connects, the other end of connector 6 is connect on anchoring piece 3 from the end that side slope surface 7 is pierced by；Along the upward slope direction of side slope, each
Anchoring piece 3 in anchoring unit is located at the top of all steel-pipe piles 1 in the anchoring unit.
The anchor structure of the utility model deforms for the side slope for controlling 2 periphery of deformed slope part is subsequent,
To control deformation range continuous enlargement；Can be after carrying out consolidation process by the side slope to 2 periphery of deformed slope part simultaneously
The subsequent corresponding construction processing to deformed slope part 2 provides safer execution conditions.
Without loss of generality, as shown in Fig. 1, steel-pipe pile 1 should be between the uphill side edge 9 of deformed slope part 2
Every setting, and steel-pipe pile 1 is located at the outside of deformed slope part 2；Steel-pipe pile 1 can just be played to deformed slope part in this way
The reinforcement effect of the side slope of 2 peripheral region, and then control slope deforming range and continue widened effect.As for adjacent steel-pipe pile 1
The parameters such as the distance between uphill side edge 9 apart from deformed slope part 2 of spacing, steel-pipe pile 1 can be according to the actual situation
Rationally it is arranged.
In addition, concrete can be further poured in steel-pipe pile 1 in order to improve the anti-bending strength of steel-pipe pile 1 itself, and
Also reinforcing bar further can be provided in steel-pipe pile 1.
One end of anchoring piece 3 in the utility model extend into anchoring company in stable basement rock 5 after passing through slope cover 4
It connects, by anchor connection to ensure that anchoring piece 3 can provide effective tensile property, to be that steel-pipe pile 1 provides drawing by connector 6
Power supporting role.Specifically, anchoring piece 3 can be used as anchor pole or anchor rope component.When using anchor pole, anchor pole should pass through side slope
Anchor connection in stable basement rock 5 is extend into after coating 4；When using anchor rope component, anchor rope component generally includes anchor cable and anchor pier
Etc. structures, the anchored end on anchor cable should be located at stablize in basement rock 5 and with stablize 5 anchor connection of basement rock, anchor pier is then set to
At side slope surface 7, connector 6 is directly connect with anchor pier at this time.Since anchor rope component usually has better drawing-resistant function
Effect, therefore it is anchor rope component that anchoring piece 3 is preferably provided in the utility model.
As shown in Fig. 2, the anchoring unit in the utility model is by an anchoring piece 3 and at least one steel-pipe pile 1
And the overall structure formed after the corresponding connection of connector 6.The benefit being arranged in this way is: on the one hand can be by the same anchoring piece
3 provide pulling force supporting role simultaneously for more steel-pipe piles 1 in the anchoring unit, and then for the quantity of steel pipe column 1
It can reduce required anchoring piece 3；It on the other hand, can be further by multiple steel pipe columns 1 and an anchoring piece by connector 6
The 3 joint anchor structures being connected to form one can further improve the structural stability of anchoring unit entirety, and then improve opposite side
The anchorage effect effect on slope.It is furthermore preferred that each anchoring unit may include the steel that 3-6 root is successively disposed adjacent in the utility model
Tubular pole 1 specifically can refer to shown in attached drawing 2, include 3 steel-pipe piles being successively disposed adjacent 1 for each anchoring unit.
In addition, connector 6 is the component for anchoring piece 3 and steel-pipe pile 1 to be attached, to pass through connector 6 by anchor
Firmware 3 provides pulling force support for end corresponding on steel-pipe pile 1.Specifically, connector 6 can be used as reinforcing bar, and connector 6
Both ends be welded to connect respectively with anchoring piece 3 and steel-pipe pile 1.Without loss of generality, connector 6 can also be used as concrete face slab or be
The co-ordinative construction of reinforcing bar and concrete face slab, as long as connector 6 is able to achieve effective connection and drawing between anchoring piece 3 and steel-pipe pile 1
Power supporting role.
Without loss of generality, the one end being inserted into side slope on steel-pipe pile 1 extend into stable basement rock after should passing through slope cover 4
In 5, certain fixation supporting role can be provided for the respective end of steel-pipe pile 1 by stablizing basement rock 5 in this way, and steel-pipe pile 1 is another
One end will receive the active force of 4 potential deformation of slope cover, and substantially along the effect of the direction of fall potential deformation of side slope
Power.Therefore, anchoring piece 3 should be substantially contrary with above-mentioned active force to the pulling force support of the respective end of steel-pipe pile 1, with
This could improve the ability that steel-pipe pile 1 resists the active force of side slope potential deformation, that is, enhance the anti-bending strength of steel-pipe pile 1.Specifically
, along the upward slope direction of side slope, the anchoring piece 3 in settable each anchoring unit is located at all steel-pipe piles 1 in the anchoring unit
Top；It as shown in Fig. 2, in the anchoring piece 3 in each anchoring unit could be in this way that each steel-pipe pile 1 mentions in the unit
For effective unbending.And for the setting direction of steel-pipe pile 1, it can refer to shown in attached drawing 1, by the setting of steel-pipe pile 1 in perpendicular
Histogram extend into stable basement rock into insertion side slope, and after one end that steel-pipe pile 1 is inserted into side slope is passed through slope cover 4
In 5；Certainly, steel-pipe pile 1 should avoid slide surface 8 as far as possible, and be integrally located at 2 periphery of deformed slope part.
More specifically, when anchoring piece 3 is adopted as anchor rope component, since anchor rope component is more preferable for drawing-resistant function effect,
Therefore the direction in anchor cable insertion side slope that can be further arranged in anchor rope component is inserted into the steel-pipe pile 1 in corresponding anchoring unit
Direction in side slope specifically can refer to structure setting shown in attached drawing 1 at the horn-like of expansion；I.e. anchor cable and steel-pipe pile 1 are inserted
Entering one end in side slope is horn-like big opening end, and one end that connector 6 is arranged is osculum end.In this way, being made by connector 6
The outer drawing that using the active force on anchor rope component 3 would be even more beneficial to generate to anchor cable acts on, and then is more advantageous to anchor rope component and is
Steel-pipe pile 1 provides pulling force support.
More specifically, referring to shown in attached drawing 2, the direction phase in anchor cable insertion side slope is further set in the utility model
Certain angle θ setting, and the value range of θ are turned to upward slope lateral deviation for the direction on vertical side slope surface 7 are as follows: 30 °≤θ≤
60°；Such as setting θ is 30 °.
The utility model is summarized as follows the work progress of entire anchor structure:
Firstly, in the periphery of 2 uphill side of the deformed slope part corresponding steel-pipe pile 1 of hidden hole drilling rapid construction, and
Concrete can be used and fill slip casting in steel-pipe pile 1, further can also increase in steel-pipe pile 1 and set reinforcing bar, to increase steel-pipe pile 1
Itself anti-bending strength；
Secondly, anchoring piece 3 of constructing in side slope near above the steel-pipe pile 1, such as can be used the anchor cable for capableing of rapid construction
Component is as anchoring piece 3, to shorten the construction time as far as possible, it is ensured that can quickly control deformation range and continue to expand；And it is each
Anchor rope component can correspond to according to the actual situation forms anchoring unit with more steel-pipe piles 1；
Finally, construction connecting piece 6 again, connector 6 be can be used as reinforcing bar, by 6 both ends of connector respectively with corresponding steel pipe
Stake 1 is welded to connect with anchoring piece 3.In addition, the co-ordinative construction for concrete face slab or reinforcing bar and concrete face slab can also be used in connector 5.
So far, anchor structure construction described in the utility model is completed, after can carrying out later to deformed slope part 2
Continuous construction, such as deformed slope part 2 is excavated or constructed sash beam, anchor pole and anchor cable and its co-ordinative construction etc.
Subsequent anchor measure.
Claims (10)
1. the anchor structure of deformed slope, including steel-pipe pile (1), upward slope of the steel-pipe pile (1) along deformed slope part (2)
Side is along the setting of (9) interval, and steel-pipe pile (1) is located at the outside of deformed slope part (2)；It is characterized by also including anchors
Firmware (3), one end of anchoring piece (3) extend into stable basement rock (5) interior anchor connection after passing through slope cover (4)；Each anchor
Firmware (3) and at least one steel-pipe pile (1) form an anchoring unit, and the every steel-pipe pile (1) in each anchoring unit is respectively
It is connect by connector (6) with the anchoring piece (3) in the anchoring unit, and one end of connector (6) and corresponding steel-pipe pile (1)
On the end connection that is pierced by from side slope surface (7), the other end of connector (6) is pierced by on anchoring piece (3) from side slope surface (7)
End connection；Anchoring piece (3) in the upward slope direction of side slope, each anchoring unit is located at all steel pipes in the anchoring unit
The top of stake (1).
2. the anchor structure of deformed slope as described in claim 1, it is characterised in that: poured coagulation in steel-pipe pile (1)
Soil.
3. the anchor structure of deformed slope as claimed in claim 2, it is characterised in that: be equipped with reinforcing bar in steel-pipe pile (1).
4. the anchor structure of deformed slope as described in claim 1, it is characterised in that: the connector (6) is reinforcing bar, connection
The both ends of part (6) are welded to connect with anchoring piece (3) and steel-pipe pile (1) respectively.
5. the anchor structure of deformed slope as described in claim 1, it is characterised in that: steel-pipe pile (1) setting is in vertical
Direction is inserted into side slope, and one end in steel-pipe pile (1) insertion side slope extend into stable basement rock (5) after passing through slope cover (4)
It is interior.
6. the anchor structure of deformed slope as described in claim 1, it is characterised in that: each anchoring unit include 3-6 root according to
The secondary steel-pipe pile (1) being disposed adjacent.
7. the anchor structure of the deformed slope as described in any one of claim 1 to 6, it is characterised in that: the anchoring piece
It (3) is anchor rope component, the anchor rope component includes anchor cable and anchor pier, and one end that anchor cable is inserted into side slope is anchored end, the anchor
Fixed end be located at stablize in basement rock (5) and with stablize basement rock (5) anchor connection, connector (6) is connect with the anchor pier of anchor rope component.
8. the anchor structure of deformed slope as claimed in claim 7, it is characterised in that: anchor cable be inserted into side slope in direction with it is right
The steel-pipe pile (1) in anchoring unit is answered to be inserted into the direction in side slope into the horn-like of expansion.
9. the anchor structure of deformed slope as claimed in claim 7, it is characterised in that: the direction that anchor cable is inserted into side slope is opposite
Turn certain angle θ setting, and the value range of θ to upward slope lateral deviation in the direction of vertical side slope surface (7) are as follows: 30 °≤θ≤
60°。
10. the anchor structure of the deformed slope as described in any one of claim 1 to 6, it is characterised in that: the anchoring piece
It (3) is anchor pole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821923365.1U CN209429139U (en) | 2018-11-21 | 2018-11-21 | The anchor structure of deformed slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821923365.1U CN209429139U (en) | 2018-11-21 | 2018-11-21 | The anchor structure of deformed slope |
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| Publication Number | Publication Date |
|---|---|
| CN209429139U true CN209429139U (en) | 2019-09-24 |
Family
ID=67969118
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821923365.1U Active CN209429139U (en) | 2018-11-21 | 2018-11-21 | The anchor structure of deformed slope |
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| CN (1) | CN209429139U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111254956A (en) * | 2020-04-16 | 2020-06-09 | 贵州省交通规划勘察设计研究院股份有限公司 | Dangerous rock mass prestress bolt-anchor reinforcing structure and method for realizing reinforcing structure |
-
2018
- 2018-11-21 CN CN201821923365.1U patent/CN209429139U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111254956A (en) * | 2020-04-16 | 2020-06-09 | 贵州省交通规划勘察设计研究院股份有限公司 | Dangerous rock mass prestress bolt-anchor reinforcing structure and method for realizing reinforcing structure |
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