CN207794106U - A kind of soil-slope ecological supporting structure - Google Patents
A kind of soil-slope ecological supporting structure Download PDFInfo
- Publication number
- CN207794106U CN207794106U CN201820034949.7U CN201820034949U CN207794106U CN 207794106 U CN207794106 U CN 207794106U CN 201820034949 U CN201820034949 U CN 201820034949U CN 207794106 U CN207794106 U CN 207794106U
- Authority
- CN
- China
- Prior art keywords
- slope
- soil
- anchor cable
- reinforced
- supporting structure
- 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.)
- Expired - Fee Related
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of soil-slope ecological supporting structure, including slope soil, armored concrete lattice has been poured on slope soil；Several grooves have been dug on the inside of the slope foot of slope soil, reinforced concrete pile have been poured in each groove, the slope foot surface of slope soil has poured reinforced beam, has been connected at the top of reinforced beam and each reinforced concrete pile；Reinforced beam is connected with the lower edge of armored concrete lattice, and reinforced beam is fixed with anchor cable, and described anchor cable one end is fixed on reinforced beam, and the other end of anchor cable is squeezed into slope soil；Ecology bag is filled in the inside of armored concrete lattice, filled with the plant raw-soil in ecology bag, the surface grafting of ecology bag has green plants, the outside of the armored concrete lattice is equipped with iron wire linked network by setscrew, and the armored concrete lattice passes through the anchor cable hole on armored concrete lattice to be fixed on slope soil by anchor cable one.
Description
Technical field
The utility model is related to technical field of civil engineering, it particularly relates to a kind of soil-slope ecological supporting structure.
Background technology
At present in road engineering and railway engineering, the side slope that scale is big and supporting height is high is more and more, and in side slope
Within the scope of supporting, largely there is the classes soil property medium such as residual soil, full strong-weathered rock.Once meeting with rain drop erosion and immersion, side slope
Stability will greatly be threatened.It is influenced by economy and convenience for construction in Practical Project, such side slope largely makes
It is no more than 1 with the ratio of slope of the support system of Anchored frame beam, such general side slope:1, but limited by place, possible Slope
Rate is had to by (ratio of slope is less than 1 relatively suddenly:0.5) ratio of slope setting；It may result in the durability and stability of engineering construction in this way
It substantially reduces, there are some potential safety problemss.
Utility model content
For above-mentioned technical problem in the related technology, the utility model proposes a kind of soil-slope ecological supporting structure,
Engineering construction can be combined with ecological environmental protection, achievees the effect that the durability and stability that improve engineering construction.
To realize the above-mentioned technical purpose, the technical solution of the utility model is realized in：
A kind of soil-slope ecological supporting structure, including slope soil have poured reinforced concrete on the slope soil
Native lattice, and anchor cable hole is reserved when pouring；Dug several grooves on the inside of the slope foot of the slope soil, it is described each
Reinforced concrete pile is poured in groove, the slope foot surface of the slope soil has poured reinforced beam, the reinforcing bar
It is connected at the top of beams of concrete and each reinforced concrete pile；The reinforced beam and armored concrete lattice
Lower edge is connected, and the reinforced beam is fixed with anchor cable, and described anchor cable one end is fixed on reinforced beam, the anchor cable
The other end squeeze into slope soil, wherein the bearing of the anchor cable and reinforced beam is provided with backing plate, the anchor cable
It is equipped with concrete protective cap close to one end of backing plate；Ecology bag, the ecology are filled in the inside of the armored concrete lattice
Filled with the raw-soil is planted in bag, the surface grafting of the ecology bag has green plants, the outside of the armored concrete lattice to pass through
Setscrew is equipped with iron wire linked network, and the armored concrete lattice passes through the anchor cable on armored concrete lattice by anchor cable one
Hole is fixed on slope soil.
Further, the laterally homogeneous arranged for interval of the groove.
Further, the groove is excavated at the slope foot of slope soil until basement rock.
Further, the iron wire linked network is galvanized wire linked network.
Further, the anchor cable is made of metal material.
Further, the anchor cable one is made of metal material.
Further, the reinforced concrete pile uses rectangular cross section, wide 1.5-3.0m, long 2.0-4.0m.
The beneficial effects of the utility model：The utility model, can using ecology bag is filled among armored concrete lattice
It prevents slope soil to be washed, prevents erosion, and ground can be consolidated by the vegetation root system in ecology bag, moreover it is possible to realize green
Change, more realizes environmental and ecological, reduction carbon emission；Concrete lattice lower edge coagulates Tu Liang with reinforced concrete and connect, in side slope slope foot
Place uses reinforced concrete pile and armored concrete beam combination structure, while by the way that anchor cable is squeezed into slope of the basement rock by soil-slope
Foot is fixed, and is further stablized armored concrete lattice by the way that anchor cable one is squeezed into basement rock, is improved the overall stability of protective slope structure；
The utility model is especially suitable for high steep soil-slope protection works.
Description of the drawings
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
Needed in attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description is only the utility model
Some embodiments for those of ordinary skill in the art without creative efforts, can also be according to this
A little attached drawings obtain other attached drawings.
Fig. 1 is that a kind of soil-slope of soil-slope ecological supporting structure according to the utility model embodiment is interim
Construction section.
Fig. 2 is that a kind of soil-slope of soil-slope ecological supporting structure according to the utility model embodiment cuts open
Face.
Fig. 3 is the enlarged drawing at B in Fig. 2.
Fig. 4 is the enlarged drawing at A in Fig. 2.
In figure：
1, slope soil；2, basement rock line；3, armored concrete lattice；4, osculum；5, anchor pole；6, reinforced beam；
7, anchor cable；8, reinforced concrete pile；9, backing plate；10, concrete protective cap；11, setscrew；12, iron wire linked network；13, ecological
Bag；14, anchor cable one.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, the every other embodiment that those of ordinary skill in the art are obtained all belongs to
In the range of the utility model protection.
It is in the description of the present invention, it should be noted that term "center", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
The utility model and simplifying describes for ease of description, do not indicate or imply the indicated device or element must have it is specific
Orientation, with specific azimuth configuration and operation, therefore should not be understood as limiting the present invention.In addition, term " the
One ", " second ", " third " are used for description purposes only, and are not understood to indicate or imply relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, can also be electrical connection；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, it can understand above-mentioned art with concrete condition
The concrete meaning of language in the present invention.
As shown in Figs. 1-3, a kind of soil-slope ecological supporting structure according to the utility model embodiment, including side
The slope soil body 1 has poured armored concrete lattice 3 on the slope soil 1, and has reserved anchor cable hole, the side when pouring
Several grooves have been dug on the inside of the slope foot of the slope soil body 1, reinforced concrete pile 8, the side have been poured in each described groove
The slope foot surface of the slope soil body 1 has poured reinforced beam 6, the reinforced beam 6 and each reinforced concrete pile 8
Top is connected.
The reinforced beam 6 is connected with the lower edge of armored concrete lattice 3, the anchor cable 7 of the reinforced beam 6
Fixed, 7 one end of the anchor cable is fixed on reinforced beam 6, and the other end of the anchor cable 7 is squeezed into slope soil 1,
In, the bearing of the anchor cable 7 and reinforced beam 6 is provided with backing plate 9, and the anchor cable 7 is equipped with mixed close to one end of backing plate 9
Solidifying soil protective cap 10.
Ecology bag 13 has been filled in the inside of the armored concrete lattice 3, is filled in the ecology bag 13 and plants the raw-soil, institute
The surface grafting for stating ecology bag 13 has green plants, the outside of the armored concrete lattice 3 to be equipped with by setscrew 11
Iron wire linked network 12, the armored concrete lattice 3 pass through the anchor cable hole on armored concrete lattice 3 to be fixed on by anchor cable 1
On slope soil 1.
As shown in figure 4, the bearing of the anchor cable 7 and reinforced beam 6 is provided with backing plate 9, the anchor cable 7 is close to pad
One end of plate 9 is equipped with concrete protective cap 10.
Wherein, the laterally homogeneous arranged for interval of the groove, and the groove excavated at the slope foot of slope soil 1 until
Basement rock；The iron wire linked network 12 is galvanized wire linked network；The anchor cable 7 is made of metal material；The anchor cable 1 is by metal
Material is made；The reinforced concrete pile 8 uses rectangular cross section, wide 1.5-3.0m, long 2.0-4.0m.
In order to facilitate the above-mentioned technical proposal of the utility model is understood, below by way of new to this practicality in specifically used mode
The above-mentioned technical proposal of type is described in detail.
When specifically used, the utility model includes slope soil, basement rock line, armored concrete lattice, osculum, anchor
Bar, reinforced beam, anchor cable, anchor cable one, reinforced concrete pile, backing plate, concrete protective cap, setscrew, external linked network
And ecology bag；The pouring reinforcement concrete lattice on slope soil fills ecology bag, ecology bag inside armored concrete lattice
The raw-soil is planted in interior filling, and the surface grafting of ecology bag has green plants；It is fixed and is plated by setscrew outside armored concrete lattice
Zinc-iron silk screen；Reinforced beam is connect with armored concrete lattice lower edge, and reinforced beam is fixed with anchor cable, anchor cable one end
It is fixed on reinforced beam, the other end of anchor cable is squeezed into slope soil；On the inside of the slope foot of slope soil excavate until
The groove of basement rock, and in the pouring reinforcement concrete stake in groove, armored concrete include multiple, and laterally homogeneous interval cloth
It sets；In the earth's surface pouring reinforcement concrete beam of slope soil slope foot, it will link together, improve at the top of each reinforced concrete pile
Overall stability；In anchor cable and reinforced beam bearing, backing plate, one end of anchor cable and the connector of reinforced beam are set
Place is equipped with concrete protective cap.
The utility model proposes a kind of soil-slope ecological supporting structure, specific construction method is as follows：
A) side slope carries out geologic prospect, finds out the material composition of slope soil, soil body thickness and spatial distribution state,
The physico mechanical characteristic of each soil layer；
B) construction survey unwrapping wire is carried out, natural slope is carried out to cut slope processing, by slope soil to provide that slope is more flat than excavating
It is suitable；By the way of beating osculum 4, linked network plays the mode side slope soil body progress gib that anchor pole 5 sprays anchor；
C) the pouring reinforcement concrete lattice on slope soil, and reserved anchor cable hole；
D) when armored concrete lattice intensity is met the requirements, backing plate is arranged in the lattice surface at anchor cable hole, by anchor cable
One squeezes into basement rock (as shown in Fig. 2, squeezing within basement rock line 2), and anchor cable one and armored concrete lattice are locked；
E) groove is excavated at slope soil slope foot to pour to side slope slope foot in inside grooves pouring reinforcement concrete stake
Pouring for reinforced beam is carried out when at earth's surface, reinforced beam is poured with stake is linked to be an entirety, reserves anchor cable hole, together
When the lower edge of armored concrete lattice is connected with reinforced beam；
F) when the construction of progress anchor cable and reinforced beam, the same step d) of construction procedure；
G) ecology bag is filled inside armored concrete lattice, and in external linked network, is fixed with setscrew.
Wherein, reinforced concrete pile generally uses rectangular cross section, and wide 1.5-3.0m, long 2.0-4.0m, long side direction is by flat
Row is arranged in glide direction, and reinforced concrete pile 2-3 rows, the general 5-10m of stake spacing are arranged as the case may be；It is steady according to side slope
The side slope for determining coefficient 1.0-1.05 carries out cutting slope off-load than from top to bottom than slope, and it is long no more than 2 times of stakes to cut slope height；In step e)
Groove by deep-shallow-deep-shallow rule by being excavated, the depth of shallow grooves is the 1/3 of deep groove；Anchor cable one and anchor cable
For same parts, the two is distinguished as being used in different places.
The utility model can prevent slope soil to be washed using ecology bag is filled among armored concrete lattice, prevent
Only soil erosion, and ground can be consolidated by the vegetation root system in ecology bag, moreover it is possible to it realizes greening, more realizes environmental and ecological, drop
Low-carbon emission；Concrete lattice lower edge and reinforced concrete coagulate Tu Liang and connects, at side slope slope foot using reinforced concrete pile with
Armored concrete beam combination structure, while being fixed the slope foot of soil-slope by the way that anchor cable is squeezed into basement rock, by by anchor cable one
It squeezes into basement rock and further stablizes armored concrete lattice, improve the overall stability of protective slope structure；The utility model is especially suitable for
High steep soil-slope protection works.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection domain within.
Claims (7)
1. a kind of soil-slope ecological supporting structure, which is characterized in that including slope soil (1), on the slope soil (1)
Armored concrete lattice (3) has been poured, and has reserved anchor cable hole when pouring；It is dug on the inside of the slope foot of the slope soil (1)
There are several grooves, reinforced concrete pile (8), the slope foot surface of the slope soil (1) have been poured in each described groove
Reinforced beam (6) has been poured, has been linked to be one at the top of the reinforced beam (6) and each reinforced concrete pile (8)
Body；The reinforced beam (6) is connected with the lower edge of armored concrete lattice (3), and the reinforced beam (6) uses anchor cable
(7) fixed, described anchor cable (7) one end is fixed on reinforced beam (6), and the other end of the anchor cable (7) squeezes into side slope soil
In body (1), wherein the anchor cable (7) and the bearing of reinforced beam (6) are provided with backing plate (9), and the anchor cable (7) is leaned on
One end of nearly backing plate (9) is equipped with concrete protective cap (10)；Ecology bag is filled in the inside of the armored concrete lattice (3)
(13), filled with the raw-soil is planted in the ecology bag (13), the surface grafting of the ecology bag (13) has green plants, the reinforcing bar
The outside of concrete lattice (3) is equipped with iron wire linked network (12) by setscrew (11), and the armored concrete lattice (3) is logical
Anchor cable hole of the anchor cable one (14) on armored concrete lattice (3) is crossed to be fixed on slope soil (1).
2. soil-slope ecological supporting structure according to claim 1, which is characterized in that the laterally homogeneous interval of groove
Arrangement.
3. soil-slope ecological supporting structure according to claim 2, which is characterized in that the groove is in slope soil
(1) it is excavated until basement rock at slope foot.
4. soil-slope ecological supporting structure according to claim 3, which is characterized in that the iron wire linked network (12) is plating
Zinc-iron silk linked network.
5. soil-slope ecological supporting structure according to claim 1, which is characterized in that the anchor cable (7) is by metal material
Material is made.
6. soil-slope ecological supporting structure according to claim 5, which is characterized in that the anchor cable one (14) is by metal
Material is made.
7. soil-slope ecological supporting structure according to claim 5, which is characterized in that the reinforced concrete pile (8)
Using rectangular cross section, wide 1.5-3.0m, long 2.0-4.0m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820034949.7U CN207794106U (en) | 2018-01-10 | 2018-01-10 | A kind of soil-slope ecological supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820034949.7U CN207794106U (en) | 2018-01-10 | 2018-01-10 | A kind of soil-slope ecological supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794106U true CN207794106U (en) | 2018-08-31 |
Family
ID=63278433
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820034949.7U Expired - Fee Related CN207794106U (en) | 2018-01-10 | 2018-01-10 | A kind of soil-slope ecological supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794106U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680650A (en) * | 2019-01-16 | 2019-04-26 | 中国科学院武汉植物园 | Channel slope ecological safeguard structure system and its construction method |
| CN109750681A (en) * | 2019-03-14 | 2019-05-14 | 兰州理工大学 | A kind of embankment side slope framework parts La Tuoding anchor slab supporting construction and its construction method a little |
| CN111364484A (en) * | 2018-12-26 | 2020-07-03 | 天津师范大学 | Ecological protection plate |
| CN113774933A (en) * | 2021-09-28 | 2021-12-10 | 广西北投交通养护科技集团有限公司 | Improved lattice anchor rod composite slope reinforcing structure and construction method |
| CN114045844A (en) * | 2021-11-12 | 2022-02-15 | 贵州建工集团第一建筑工程有限责任公司 | Slope anchor rope construction bearing structure |
| CN114703871A (en) * | 2022-01-18 | 2022-07-05 | 华东建筑设计研究院有限公司上海地下空间与工程设计研究院 | Rigid and flexible combined supporting structure of expansive soil excavation side slope and construction method |
-
2018
- 2018-01-10 CN CN201820034949.7U patent/CN207794106U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364484A (en) * | 2018-12-26 | 2020-07-03 | 天津师范大学 | Ecological protection plate |
| CN109680650A (en) * | 2019-01-16 | 2019-04-26 | 中国科学院武汉植物园 | Channel slope ecological safeguard structure system and its construction method |
| CN109750681A (en) * | 2019-03-14 | 2019-05-14 | 兰州理工大学 | A kind of embankment side slope framework parts La Tuoding anchor slab supporting construction and its construction method a little |
| CN113774933A (en) * | 2021-09-28 | 2021-12-10 | 广西北投交通养护科技集团有限公司 | Improved lattice anchor rod composite slope reinforcing structure and construction method |
| CN114045844A (en) * | 2021-11-12 | 2022-02-15 | 贵州建工集团第一建筑工程有限责任公司 | Slope anchor rope construction bearing structure |
| CN114703871A (en) * | 2022-01-18 | 2022-07-05 | 华东建筑设计研究院有限公司上海地下空间与工程设计研究院 | Rigid and flexible combined supporting structure of expansive soil excavation side slope and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207794106U (en) | A kind of soil-slope ecological supporting structure | |
| CN106351238B (en) | Plant cover concrete Double-protection selvage slope ecology greening system and the method for carrying out slope ecological greening using the system | |
| CN101580305B (en) | Wetland governance method for improving ecological environmental in reservoir falling zone | |
| CN208815543U (en) | Side slope surface ruggedized construction | |
| CN201498612U (en) | Earthing device for reducing earth resistance of power transmission line by utilizing tower foundation | |
| CN109594567A (en) | A kind of shotcrete protection rock slope ecological safeguard structure arrangement and its method | |
| CN104604385A (en) | Method for counter-slope surface soil thickness increasing, permeation increasing and soil preparing of slope croplands | |
| CN109208617A (en) | A kind of red beds rock side slope flexible comprehensive supporting construction and its construction method | |
| CN108867552A (en) | A kind of riverbank peg board revetment structure and revetment method | |
| CN106522244B (en) | A kind of embankment combination binding structure and its construction method | |
| CN106759405A (en) | A kind of soil-slope supporting construction and construction method | |
| CN207419499U (en) | One kind washes away area's side slope ecological protection structure by force | |
| CN107859044A (en) | Soil embankment side slope protection unit and slope protecting device | |
| CN103628489B (en) | A kind of expressway slope reinforcement structure | |
| CN212993244U (en) | Vegetation body for green barrier establishment | |
| CN211849496U (en) | High steep rock slope ecological protection system | |
| CN208056074U (en) | A kind of protecting slope ecology device | |
| AU2021106192A4 (en) | Method for tunnel portal consolidation with theta-shaped slurry stop curtain | |
| CN205296183U (en) | Vegetation protection network | |
| CN205171454U (en) | Ecological bank protection | |
| CN107761697A (en) | A kind of method protected using low vertical sand barrier aeolian sand subgrade | |
| CN209339163U (en) | A kind of support construction for open-pit slope | |
| CN209538196U (en) | The structure of engineering slope and underground chamber excavation and support simultaneously in a kind of Toppling Deformation rock mass | |
| CN110073852A (en) | Soil property gradient slope arbor plantation hole structure and the method for planting arbor | |
| CN110409464A (en) | A kind of method for tunnel construction across coombe location |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180831 Termination date: 20190110 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |