CN206887967U - A kind of stake beam anchor combined type slope retaining structure - Google Patents
A kind of stake beam anchor combined type slope retaining structure Download PDFInfo
- Publication number
- CN206887967U CN206887967U CN201720338080.0U CN201720338080U CN206887967U CN 206887967 U CN206887967 U CN 206887967U CN 201720338080 U CN201720338080 U CN 201720338080U CN 206887967 U CN206887967 U CN 206887967U
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- China
- Prior art keywords
- stake
- slope
- crossbeam
- domatic
- friction pile
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model discloses a kind of stake beam anchor combined type slope retaining structure, friction pile is located at the toe and top of the slope of side slope, the friction pile is inserted in the potential water use of side slope from the toe of side slope and the surface of top of the slope, linked together between the friction pile and adjacent friction pile by beam between stake, and cross section is in latticed, beam is distributed in the domatic of side slope between the stake, at toe and top of the slope, it is described it is domatic on stake between be connected with crossbeam between beam between beam and domatic adjacent stake, the prestressed anchor is located at the fixing position of beam and crossbeam between stake, the prestressed anchor is out of, the domatic surface insertion side slope of side slope potential water use, beam between stake is fixed together by the prestressed anchor with crossbeam, and then make friction pile, beam between stake, crossbeam and prestressed anchor form an entirety.The utility model can reach preferable supporting effect, overcome the deficiency of single supporting construction, substantially increase structural bearing capacity, therefore globality is strong, and supporting effect is good.
Description
Technical field
It the utility model is related to slope retaining field, more particularly to a kind of stake-beam-anchor combined type slope retaining structure.
Background technology
At present, conventional slope retaining is that one or two kinds of structures combine use, and it ensure that to a certain extent
The safety and stability of side slope, but because structure is relatively simple, globality is weaker, tends not to reach expected supporting effect.
Utility model content
In view of this, embodiment of the present utility model provides that a kind of structure flexible arrangement, globality are strong, supporting effect is good
Stake-beam-anchor combined type slope retaining structure.
A kind of stake-beam-anchor combined type slope retaining structure of embodiment offer of the present utility model, including several friction piles,
Beam, crossbeam and prestressed anchor between stake, the friction pile is located at the toe and top of the slope of side slope, and the friction pile is from the slope of side slope
In the potential water use of the surface of pin and top of the slope insertion side slope, it is connected between the friction pile and adjacent friction pile by beam between stake
Together, beam is distributed at the domatic of side slope, toe and top of the slope between the stake, it is described it is domatic on stake between beam with it is domatic adjacent
It is connected with crossbeam between stake between beam, the prestressed anchor is located at the fixing position of beam and crossbeam between stake, and the prestressed anchor is from side
In the potential water use of the domatic surface insertion side slope on slope, beam between stake is fixed together by the prestressed anchor with crossbeam,
And then make beam between friction pile, stake, crossbeam and prestressed anchor affixed into an entirety.
Further, when the gradient of the side slope is not 0, it is described it is domatic on stake between beam and domatic adjacent stake between beam
It is connected with crossbeam.
Further, crossbeam equidistantly distributed on domatic.
Further, the crossbeam it is each it is domatic on quantity to be both preferably two horizontally-arranged.
Further, friction pile equidistantly distributed at the toe of side slope and top of the slope.
Further, the making material of beam and crossbeam is armored concrete between the friction pile, stake.
Further, the size of beam, crossbeam and prestressed anchor is adapted with the size of side slope between the friction pile, stake.
Compared with prior art, the utility model can reach preferable supporting effect, by three kinds of single supporting construction：It is anti-
Sliding pile, beam, anchor pole combine, and overcome the deficiency of single supporting construction, therefore structure flexible arrangement；By setting between stake
Beam and crossbeam, scattered, independent role friction pile is linked to be entirety, substantially increases structural bearing capacity, therefore globality is strong；It is logical
Setting prestressed anchor is crossed, stake-beam-anchor combined type supporting construction is integrally changed into active force structure, depth portion is played and is total to
With the effect reinforced, therefore supporting effect is good.
Brief description of the drawings
Fig. 1 is an a kind of schematic diagram of stake-beam of the utility model-anchor combined type slope retaining structure.
Fig. 2 is the schematic diagram using Fig. 1 combined type slope retaining structure reinforcing side slope.
Embodiment
It is new to this practicality below in conjunction with accompanying drawing to make the purpose of this utility model, technical scheme and advantage clearer
Type embodiment is further described.
Fig. 1 and Fig. 2 are refer to, embodiment of the present utility model provides a kind of stake-beam-anchor combined type slope retaining knot
Beam 3, crossbeam 4 and prestressed anchor 5 between structure, including several friction piles 2, stake, in one embodiment, the and of beam 3 between friction pile 2, stake
The making material of crossbeam 4 is armored concrete, beam 3, the size of crossbeam 4 and prestressed anchor 5 and side slope 1 between friction pile 2, stake
Size be adapted.
Friction pile 2 is located at toe and the top of the slope of side slope 1, and friction pile 2 inserts side from the toe of side slope 1 and the surface of top of the slope
In the potential water use 6 on slope 1, can the stratum of side slope 1 play good anchorage effect, effectively prevent the downslide of slip mass.One
In embodiment, the equidistantly distributed at the toe of side slope 1 and top of the slope of friction pile 2, pass through stake between friction pile 2 and adjacent friction pile 2
Between beam 3 link together, scattered, independent role friction pile 2 is linked to be entirety, and then by cantilever anti-slide pile by cantilever knot
Structure is changed into freely supported structure, substantially increases structural bearing capacity.
Stake between beam 3 be distributed at the domatic of side slope 1, toe and top of the slope, between stake the laying of beam 3 can play protection to soil before stake
Effect, prevent soil landslide phenomenon before stake, in one embodiment, when the gradient of side slope 1 is not 0, it is domatic on stake between beam 3 with
Be connected with crossbeam 4 between domatic adjacent stake between beam 3, the equidistantly distributed on domatic of crossbeam 4, crossbeam 4 it is each it is domatic on
It is horizontally-arranged that quantity is both preferably two.By the way that crossbeam 4 is arranged between adjacent studs between beam 3, beam 3 staggeredly forms lattice between stake
Structure, slope ground can be prevented to be lost in by rain drop erosion, or green side slope provides basis.
Prestressed anchor 5 is located at the fixing position of beam 3 and crossbeam 4 between stake, and prestressed anchor 5 is from the domatic surface of side slope 1
Insert in the potential water use 6 of side slope 1, beam between stake 3 and crossbeam 4 are fixed together by prestressed anchor 5, and then make friction pile
2nd, beam 3, crossbeam 4 and prestressed anchor 5 are affixed into an entirety between stake.Due to the presence of prestressed anchor 5 so that whole stake-
Beam-anchor supporting construction is changed into active force structure, and the deep and superficial part for making side slope 1 are reinforced, and greatly improve branch
Protect effect.
Installation process：Inserted at the toe of side slope 1 and top of the slope in friction pile 2 to potential water use 6, then pass through beam between stake
3 and crossbeam 4 friction pile 2 is linked together, and the fixing position of beam 3 and crossbeam 4 inserts prestressed anchor 5 to potential cunning between stake
In dynamic face 6, that is, obtain stake-beam-anchor combined type slope retaining structure.
The utility model can reach preferable supporting effect, by three kinds of single supporting construction：Friction pile, beam, anchor pole have
Machine combines, and overcomes the deficiency of single supporting construction, therefore structure flexible arrangement；By setting beam and crossbeam between stake, will point
Scattered, independent role friction pile is linked to be entirety, substantially increases structural bearing capacity, therefore globality is strong；By setting prestressing force
Anchor pole, stake-beam-anchor combined type supporting construction is integrally changed into active force structure, plays a part of depth portion and reinforces jointly,
Therefore supporting effect is good.
Herein, the involved noun of locality such as forward and backward, upper and lower is to be located at parts in accompanying drawing in figure and zero
The mutual position of part is intended merely to the clear of expression technology scheme and conveniently come what is defined.It should be appreciated that the noun of locality
Use should not limit the claimed scope of the application.
In the case where not conflicting, the feature in embodiment and embodiment herein-above set forth can be combined with each other.
Preferred embodiment of the present utility model is the foregoing is only, it is all in this practicality not to limit the utility model
Within new spirit and principle, any modification, equivalent substitution and improvements made etc., guarantor of the present utility model should be included in
Within the scope of shield.
Claims (7)
- A kind of 1. stake-beam-anchor combined type slope retaining structure, it is characterised in that including beam between several friction piles, stake, crossbeam and Prestressed anchor, the friction pile are located at the toe and top of the slope of side slope, and the friction pile is from the toe of side slope and the table of top of the slope In the potential water use of face insertion side slope, linked together between the friction pile and adjacent friction pile by beam between stake, the stake Between beam be distributed at the domatic of side slope, toe and top of the slope, it is described it is domatic on stake between it is solid between beam between beam and domatic adjacent stake It is connected to crossbeam, the prestressed anchor is located at the fixing position of beam and crossbeam between stake, and the prestressed anchor is from the domatic of side slope In the potential water use of surface insertion side slope, beam between stake is fixed together by the prestressed anchor with crossbeam, and then makes antiskid Beam, crossbeam and prestressed anchor are affixed into an entirety between stake, stake.
- 2. stake-beam according to claim 1-anchor combined type slope retaining structure, it is characterised in that the gradient of the side slope Be 0 when, it is described it is domatic on stake between be connected with crossbeam between beam between beam and domatic adjacent stake.
- 3. stake-beam according to claim 1 or 2-anchor combined type slope retaining structure, it is characterised in that the crossbeam exists Domatic upper equidistantly distributed.
- 4. stake-beam according to claim 3-anchor combined type slope retaining structure, it is characterised in that the crossbeam is each Quantity on domatic is two horizontally-arranged.
- 5. stake-beam according to claim 1-anchor combined type slope retaining structure, it is characterised in that the friction pile is on side Equidistantly distributed at the toe and top of the slope on slope.
- 6. stake-beam according to claim 1-anchor combined type slope retaining structure, it is characterised in that the friction pile, stake Between the making material of beam and crossbeam be armored concrete.
- 7. stake-beam according to claim 1-anchor combined type slope retaining structure, it is characterised in that the friction pile, stake Between the size of beam, crossbeam and prestressed anchor be adapted with the size of side slope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720338080.0U CN206887967U (en) | 2017-04-01 | 2017-04-01 | A kind of stake beam anchor combined type slope retaining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720338080.0U CN206887967U (en) | 2017-04-01 | 2017-04-01 | A kind of stake beam anchor combined type slope retaining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206887967U true CN206887967U (en) | 2018-01-16 |
Family
ID=61328877
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720338080.0U Expired - Fee Related CN206887967U (en) | 2017-04-01 | 2017-04-01 | A kind of stake beam anchor combined type slope retaining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206887967U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468858A (en) * | 2019-08-06 | 2019-11-19 | 中铁第四勘察设计院集团有限公司 | The supporting construction and construction method of rock matter cut slope |
| CN111910660A (en) * | 2020-09-17 | 2020-11-10 | 兰州理工大学 | Ultrahigh slope supporting structure and construction method thereof |
-
2017
- 2017-04-01 CN CN201720338080.0U patent/CN206887967U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468858A (en) * | 2019-08-06 | 2019-11-19 | 中铁第四勘察设计院集团有限公司 | The supporting construction and construction method of rock matter cut slope |
| CN111910660A (en) * | 2020-09-17 | 2020-11-10 | 兰州理工大学 | Ultrahigh slope supporting structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20180116 Termination date: 20190401 |