CN209162849U - A kind of compound tall earth fill drainage arrangement having firm bottom of slope function - Google Patents
A kind of compound tall earth fill drainage arrangement having firm bottom of slope function Download PDFInfo
- Publication number
- CN209162849U CN209162849U CN201821597858.0U CN201821597858U CN209162849U CN 209162849 U CN209162849 U CN 209162849U CN 201821597858 U CN201821597858 U CN 201821597858U CN 209162849 U CN209162849 U CN 209162849U
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- China
- Prior art keywords
- side slope
- slope
- reinforcing
- ecological
- draining frame
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Abstract
The utility model discloses a kind of compound tall earth fill drainage arrangements for having firm bottom of slope function, including the gutter being provided at the top of side slope, the drainpipe that side slope is stretched out in one end is embedded in side slope, the other end of drainpipe is connect by aqueduct with the gutter；The side slope surface is provided at least one and reinforces draining frame unit, and reinforcing draining frame unit includes spaced multiple reinforcing draining frames, forms oblique guiding gutter between adjacent reinforcing draining frame；Multiple permeable holes are distributed on each reinforcing draining frame；The bottom of the side slope is provided with ecological securing device, and the ecological securing device includes planting groove, and ecological securing device is fixed on side slope bottom by friction pile.The utility model uses fabricated structure, and drainage efficiency is greatly increased, while backwater possibility present in side slope is also greatly reduced, and improves the stability of side slope.
Description
Technical field
The utility model relates to Slope Preventions, technical field of drainage, and in particular to a kind of to have answering for firm bottom of slope function
Mould assembly tall earth fill drainage arrangement.
Background technique
Slope drainage refers to the work of the water discharge side slope inside surface water and side slope.Water is that side slope is caused to come down
Important inducement.Water in side slope is by applying flowing pressure, hydrostatic pressure and relevant physical chemistry to Rock And Soil
It acts on and weakens rock mass strength, make slope instability and generate landslide, therefore draining is to prevent the important measures on landslide.
Existing tall earth fill Drainage Design is usually that some simple drainage arrangements are set in side slope to arrange
Water, this drainage pattern do not consider the firm factor in side slope surface, bottom, and drainage efficiency is relatively low, might have a large amount of stagnant
Water exists, and the water in side slope can weaken rock mass strength, slope stability can be made to reduce.Slope bottom is the pass of slope stability
One of key factor, however existing guard technology is not enough the considerations of bottom of slope, conducive to the overall stability for improving side slope；Separately
Outside, the rear of most of tall earth fill slopes is all not provided with perfect drainage system, cannot in time unobstructed rainwater, opposite side
Slope Background Region may have an impact.
Summary of the invention
The purpose of the utility model is to provide a kind of compound tall earth fill drainage arrangement for having firm bottom of slope function,
On the basis of side slope surface and bottom of slope carry out firm, there is good drainage effect.
In order to realize above-mentioned task, the utility model uses following technical scheme:
A kind of compound tall earth fill drainage arrangement having firm bottom of slope function, including the row being provided at the top of side slope
Ditch, the drainpipe that side slope is stretched out in one end is embedded in side slope, and the other end of drainpipe passes through aqueduct and the gutter
Connection；
The side slope surface is provided at least one and reinforces draining frame unit, and reinforcing draining frame unit includes interval setting
Multiple reinforcings drain frame, form oblique guiding gutter between adjacent reinforcing draining frame；Divide equally on each reinforcing draining frame
It is furnished with multiple permeable holes；
The bottom of the side slope is provided with ecological securing device, and the ecological securing device includes planting groove, ecology
Securing device is fixed on side slope bottom by friction pile.
Further, the ecological securing device includes fixed station, is spaced apart on fixed station and is equipped with fixation hole, Mei Gegu
Determine friction pile described in setting one in hole；The planting groove is opened on the fixed station between adjacent fixation hole.
Further, the oblique guiding gutter is inverted v-shaped groove.
Further, reinforcing draining frame is tower structure, is made of and constitutes diamond shape frame or triangular framing,
Or it is combined and is constituted with triangular framing by diamond shape frame.
Further, drainage hole is distributed on the tube wall of the aqueduct.
Further, when more than one reinforcing draining frame unit is arranged in side slope surface, adjacent reinforcing drains frame list
Member is connected with each other, and the oblique guiding gutter that adjacent two reinforce in draining frame unit collectively forms M shape structure.
The utility model has following technical characterstic:
1. the utility model uses fabricated structure, drainage efficiency is greatly increased, while being also greatly reduced
Backwater possibility present in side slope avoids because the water in side slope weakens rock mass strength, slope stability is caused to reduce not
It is good as a result, and reinforcing interconnecting for draining frame and playing the fixed effect of side slope slope surface.
2. being greatly improved the protection to bottom of slope by the way that friction pile and ecological securing device is arranged in bottom of slope.Friction pile
The influence of bad weather side slope generation can be coped with, the stability of bottom of slope can be then substantially improved in ecological securing device.
3. the setting of rhone, can in time export rainwater, to the safety of slopes Background Region at the top of tall earth fill
Property has biggish promotion.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is multiple schematic diagrames reinforced when draining the parallel connection of frame unit；
Fig. 3 is the structural schematic diagram of aqueduct；
(a) and (b) of Fig. 4 is respectively to constitute diamond shape frame, the triangular frame structure schematic diagram of reinforcing draining frame；
Fig. 5 is the structural schematic diagram for reinforcing draining frame unit；
Fig. 6 is the structural schematic diagram of ecological securing device and friction pile；
Figure label indicates: 1 gutter, 2 aqueducts, 3 reinforcing draining frames, 3-1 diamond shape frame, 3-2 triangular framing, 4
Oblique guiding gutter, 5 permeable holes, 6 ecological securing devices, 6-1 fixed station, 6-2 planting groove, 6-3 fixation hole, 7 friction piles, 8 drainpipes,
9 drainage holes.
Specific embodiment
As shown in Figures 1 to 6, the utility model discloses a kind of compound tall earth fills for having firm bottom of slope function
Drainage arrangement is embedded with the drainpipe 8 that side slope is stretched out in one end, drainpipe including the gutter 1 being provided at the top of side slope in side slope
8 other end is connect by aqueduct 2 with the gutter 1；
The side slope surface is provided at least one and reinforces draining frame unit, and reinforcing draining frame unit includes interval setting
Multiple reinforcings drain frame 3, form oblique guiding gutter 4 between adjacent reinforcing draining frame 3；On each reinforcing draining frame 3
It is distributed with multiple permeable holes 5；
The bottom of the side slope is provided with ecological securing device 6, and the ecological securing device 6 includes planting groove 6-2,
Ecological securing device 6 is fixed on side slope bottom by friction pile 7.Top described in this programme, bottom, refer to side slope surface
Top and bottom.
The utility model offers gutter 1 at the top of tall earth fill, after which collects side slope in the rainy day
The rainwater of portion's field flow orientation side slope is directly flowed down from side slope surface to avoid this part rainwater；Gutter 1 has certain depth
Degree and width, such as depth are not less than 30cm, and width is not less than 20cm, so that gutter 1 has certain water-holding capacity
To cope with biggish rainfall.Side slope is in construction, pre-buried drainpipe 8, as shown in Fig. 2, one end of drainpipe 8 is from stretching out side slope
Bottom, the other end connects aqueduct 2, and aqueduct 2 is connect with the gutter 1.The rainwater in gutter 1 is entered, it will
Side slope is flowed out along aqueduct 2, drainpipe 8, does not flow through side slope surface, so that the rainwater for effectively reducing side slope surface penetrates into
Amount, to reduce the backwater in side slope.Drainage hole 9 is distributed on the tube wall of aqueduct 2, plays and shares when displacement is larger
The effect of discharge pressure.
It is provided in this programme on side slope surface and reinforces draining frame unit, as shown in figure 5, being a reinforcing draining frame unit
Structural schematic diagram, in this illustration, which be made of 4 reinforcings draining frames 3.In the present solution, being drained to reinforcing
The requirement that the concrete shape of frame 3 is not fixed, such as in the present embodiment, reinforcing draining frame 3 is tower structure, by diamond
Frame 3-1 or triangular framing 3-2 composition is constituted, or is combined and constituted with triangular framing 3-2 by diamond shape frame 3-1；The example of Fig. 5
In, one of the top reinforces what draining frame 3 was made of two triangular framing 3-2, second and third, four reinforcing draining frames 3
It is made of three diamond shape frame 3-1 and two triangular framing 3-2.When practical application, it then follows density is different, in picturesque disorder
For principle, it can will reinforce draining frame 3 and be designed to other structures, such as circular frame, rectangular frame can be used etc..Reinforce draining
Frame 3 is formed using concreting, is fixed in side slope, is preferably improved the overall stability on side slope surface.
It reinforces on draining frame 3 and multiple permeable holes 5 is distributed with, as shown in Figure 1, Figure 2, Figure 4 shows, when the rainy day, fall in side slope surface
Rainwater, flowed to the lower part by permeable hole 5 from side slope top, finally by side slope lowest part reinforcing draining frame 3 on it is saturating
Flow out side slope in water hole 5.In the present solution, oblique guiding gutter 4 is formed between adjacent reinforcing draining frame 3, it is described in the present embodiment
Oblique guiding gutter 4 is inverted v-shaped groove, and as depicted in figs. 1 and 2, the effect of oblique guiding gutter 4 is the rainwater that flows down slope surface top under
Permeable hole 5 on the reinforcing draining frame 3 in portion guides down.Preferably, some plants can be planted in reinforcing draining frame 3
Object.
In the example provided such as Fig. 2, side slope surface is provided with multiple reinforcings and drains frame unit.When side slope surface is arranged one
When above reinforcing drains frame unit, adjacent reinforcing draining frame unit is connected with each other, and two adjacent reinforcings drain frame list
Oblique guiding gutter 4 in member collectively forms M shape structure.
Bottom of slope is considered the problems of to be not enough existing guard technology, ecological securing device is provided in this programme
For planting the plants such as flowers and plants in 6, the planting groove 6-2 of the device, in the growth course of these plants, root system penetrates side slope bottom
Portion enhances the water resistant soil flow disability power of side slope bottom.Specifically, as shown in fig. 6, the ecological securing device 6 includes solid
Determine platform 6-1, fixed station 6-1 builds for one and is equipped with fixation hole 6-3 in spaced apart on the stage body of side slope bottom, fixed station 6-1, each
Friction pile 7 described in being arranged one in fixation hole 6-3,7 lower part of friction pile is driven into below ground；The planting groove 6-2 is opened
On fixed station 6-1 between adjacent fixation hole 6-3.The setting of friction pile 7 and fixed station 6-1 improves side slope bottom
Stability, thus effectively reduce bad weather side slope generation influence.
Claims (6)
1. a kind of compound tall earth fill drainage arrangement for having firm bottom of slope function, which is characterized in that including being provided with side
The gutter (1) in top of the slope portion is embedded with the drainpipe (8) that side slope is stretched out in one end in side slope, and the other end of drainpipe (8) is by leading
Water pipe (2) is connect with the gutter (1)；
The side slope surface is provided at least one and reinforces draining frame unit, and it includes spaced more for reinforcing draining frame unit
A reinforcing drains frame (3), forms oblique guiding gutter (4) between adjacent reinforcing draining frame (3)；Each reinforcing drains frame
(3) multiple permeable holes (5) are distributed on；
The bottom of the side slope is provided with ecological securing device (6), and the ecological securing device (6) includes planting groove (6-
2), ecological securing device (6) is fixed on side slope bottom by friction pile (7).
2. having the compound tall earth fill drainage arrangement of firm bottom of slope function as described in claim 1, which is characterized in that
The ecological securing device (6) includes fixed station (6-1), is spaced apart on fixed station (6-1) and is equipped with fixation hole (6-3), each
Friction pile (7) described in setting one in fixation hole (6-3)；The planting groove (6-2) is opened in adjacent fixation hole (6-3)
Between fixed station (6-1) on.
3. having the compound tall earth fill drainage arrangement of firm bottom of slope function as described in claim 1, which is characterized in that
The oblique guiding gutter (4) is inverted v-shaped groove.
4. having the compound tall earth fill drainage arrangement of firm bottom of slope function as described in claim 1, which is characterized in that
Described reinforcing draining frame (3) is tower structure, forms composition by diamond shape frame (3-1) or triangular framing (3-2), or by
Diamond shape frame (3-1) combines composition with triangular framing (3-2).
5. having the compound tall earth fill drainage arrangement of firm bottom of slope function as described in claim 1, which is characterized in that
Drainage hole (9) are distributed on the tube wall of the aqueduct (2).
6. having the compound tall earth fill drainage arrangement of firm bottom of slope function as described in claim 1, which is characterized in that
When more than one reinforcing draining frame unit is arranged in side slope surface, adjacent reinforcing draining frame unit is connected with each other, and adjacent
Two reinforce draining frame units in oblique guiding gutters (4) collectively form M shape structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821597858.0U CN209162849U (en) | 2018-09-29 | 2018-09-29 | A kind of compound tall earth fill drainage arrangement having firm bottom of slope function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821597858.0U CN209162849U (en) | 2018-09-29 | 2018-09-29 | A kind of compound tall earth fill drainage arrangement having firm bottom of slope function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209162849U true CN209162849U (en) | 2019-07-26 |
Family
ID=67332482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821597858.0U Expired - Fee Related CN209162849U (en) | 2018-09-29 | 2018-09-29 | A kind of compound tall earth fill drainage arrangement having firm bottom of slope function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209162849U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832270A (en) * | 2021-02-04 | 2021-05-25 | 长沙理工大学 | Self-healing flexible concrete slope protection structure and construction method thereof |
| CN113026772A (en) * | 2021-03-12 | 2021-06-25 | 中国水利水电第四工程局有限公司 | Landslide body reinforcing method |
-
2018
- 2018-09-29 CN CN201821597858.0U patent/CN209162849U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832270A (en) * | 2021-02-04 | 2021-05-25 | 长沙理工大学 | Self-healing flexible concrete slope protection structure and construction method thereof |
| CN112832270B (en) * | 2021-02-04 | 2022-03-22 | 长沙理工大学 | Self-healing flexible concrete slope protection structure and construction method thereof |
| CN113026772A (en) * | 2021-03-12 | 2021-06-25 | 中国水利水电第四工程局有限公司 | Landslide body reinforcing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201026 Address after: 710064, No. 126, middle section, south 2nd Ring Road, Yanta District, Shaanxi, Xi'an Patentee after: CHANG'AN University Patentee after: Shandong high speed Group Co.,Ltd. Patentee after: Shandong transportation planning and Design Institute Co.,Ltd. Address before: 710064, No. 126, middle section, south 2nd Ring Road, Yanta District, Shaanxi, Xi'an Patentee before: CHANG'AN University |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190726 Termination date: 20210929 |
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| CF01 | Termination of patent right due to non-payment of annual fee |