CN207904937U - Protective slope structure - Google Patents
Protective slope structure Download PDFInfo
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- CN207904937U CN207904937U CN201820031589.5U CN201820031589U CN207904937U CN 207904937 U CN207904937 U CN 207904937U CN 201820031589 U CN201820031589 U CN 201820031589U CN 207904937 U CN207904937 U CN 207904937U
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- slope
- infiltrating irrigation
- pipe
- bank
- panel
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Abstract
The utility model is related to a kind of slope retaining technology, the problem of for bank clay and drying, a kind of protective slope structure is provided, bank soil can be kept damp and hot, the technical solution is as follows：Slope panel including being covered in bank ramped surfaces, slope panel is equipped with the infiltrating irrigation pipe being inserted into diagonally downward in slope, end of the infiltrating irrigation pipe far from slope is connected to side of the slope panel far from slope, slope panel is equipped with the diversion pipe for tilting upward and being inserted into slope, end of the diversion pipe far from slope is connected to side of the slope panel far from slope, slope panel, which is equipped with, is located at rivers liquid level planting groove below, and the end of infiltrating irrigation pipe and diversion pipe far from slope is respectively positioned on above planting groove.River is reduced by the plant on planting groove, and damage is washed away to slope panel；After river enters in infiltrating irrigation pipe in infiltrating irrigation to the soil on slope, to ensure bank soil moistening, when soil water content is larger, moisture is discharged by diversion pipe in soil, to realize the wetting balance of bank soil.
Description
Technical field
The utility model is related to a kind of side slope protection technologies, more specifically, it relates to a kind of protective slope structure.
Background technology
Bank protection refers to the various general designations paved and transplanted to prevent side slope from being washed away, done in slope surface.
Section where bridge site, the concave bank on riverbank are met year by year by current scour, riverbank can be made constantly to cave in.To protect bridge
With embankment safety, protective structure must be built in concave bank.In addition, because set bridge cause river water flow direction variation, concave bank and jeopardize
When farmland and villages and small towns, also protective structure must be built on riverbank.
Since bank protection also acts as the important function to prevent erosion, bank protection generally has preferable water proofing property, to avoid
Slope water content excessively causes soil to slide, but bank soil will occur over-drying when for a long time without rain, may influence bank
The growth of plant, also improves space.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of protective slope structure, has and keep
The advantages of bank soil moistening.
To achieve the above object, the utility model provides following technical solution：
A kind of protective slope structure, including it is covered in the slope panel of bank ramped surfaces, the slope panel is equipped with and is tilted towards underthrust
Enter the infiltrating irrigation pipe in slope, end of the infiltrating irrigation pipe far from slope is connected to side of the slope panel far from slope, the slope surface
Plate is equipped with the diversion pipe for tilting upward and being inserted into slope, end of the diversion pipe far from slope and one of slope panel far from slope
Side is connected to, and the slope panel, which is equipped with, is located at rivers liquid level planting groove below, and the infiltrating irrigation pipe and diversion pipe are far from slope
End is respectively positioned on above planting groove.
Using above-mentioned technical proposal, when river washes away slope panel, since planting groove is located at infiltrating irrigation pipe and diversion pipe
Lower section so that river impacts the plant above planting groove first, by the vegetation cushion impact forces on planting groove, reduces to slope
Panel washes away damage, while when river washes away, and is flowed up along slope panel, reaches end of the infiltrating irrigation pipe far from slope
When, into infiltrating irrigation pipe, by infiltrating irrigation pipe aerial drainage, further decrease scouring force of the river to bank protection face, while river into
After entering in infiltrating irrigation pipe in infiltrating irrigation to the soil on slope, to ensure bank soil moistening, when rainfall is more and river is by oozing
It fills pipe to enter in the soil of bank when excessively causing soil water content larger, moisture enters diversion pipe in soil, arranges by diversion pipe
Go out, to realize the wetting balance of bank soil, soil humidity excessive initiation soil in bank is avoided to slide.
Preferably, the infiltrating irrigation pipe is inserted into the end-enclosed in the slope of bank, is provided on the side wall of the infiltrating irrigation pipe several
Infiltrating irrigation hole.
Using above-mentioned technical proposal, since the side wall of the end-enclosed of infiltrating irrigation pipe, and infiltrating irrigation pipe is provided with infiltrating irrigation hole so that river
The sphere of action that river water penetrates into soil by infiltrating irrigation pipe increases, and improves the effect of moistening soil, while avoiding river from infiltrating irrigation
The end of pipe, which is directly discharged into, leads to the excessive harmful effect for causing to generate of bank soil part water content in soil.
Preferably, sponge tube is equipped in the infiltrating irrigation pipe, the outer wall of the sponge tube is abutted with the inner wall of infiltrating irrigation pipe.
Using above-mentioned technical proposal, preventing soil from entering infiltrating irrigation pipe from infiltrating irrigation hole by sponge tube causes to block, and leads to simultaneously
It crosses sponge tube and further slows down seepage velocity so that moisture is preferably spread by soil so that infiltrating irrigation is better, leads to simultaneously
The inner space for crossing sponge tube makes infiltrating irrigation pipe remain to provide preferable aerial drainage effect.
Preferably, the diversion pipe is inserted into the end-enclosed in the slope of bank, is provided on the side wall of the diversion pipe several
Deflector hole.
Using above-mentioned technical proposal, is blocked by the end of diversion pipe and be provided with several water conservancy diversion on the side wall of diversion pipe
Hole so that moisture enters the active area increase of diversion pipe in soil, improves the effect of moisture in diversion pipe discharge soil.
Preferably, sponge strip is equipped in the diversion pipe, the outer wall of the sponge strip is abutted with the inner wall of diversion pipe.
Using above-mentioned technical proposal, soil is obstructed by sponge strip, prevents soil from entering diversion pipe from deflector hole, avoids blocking up
Plug, while by the water imbibition of sponge strip preferably absorbs in soil moisture to be discharged.
Preferably, the slope panel is connected with the top of the slope plate being covered at the top of slope, the top of the slope plate by anchoring piece with
Connection at the top of slope.
It, to providing protective action at the top of slope, is improved using above-mentioned technical proposal by being connect at the top of top of the slope plate and slope
Slope stability simultaneously because slope panel is connect with top of the slope plate, and then improves slope panel and the connective stability on slope.
Preferably, the top of the slope plate is equipped with the first diversion trench, and the slope panel is equipped with the second diversion trench for extending to bottom,
First diversion trench is connected to the second diversion trench.
It improves by the first diversion trench and the second diversion trench by rainwater diversion using above-mentioned technical proposal and dredges rain effect,
Rainwater accumulation is reduced, the stability on slope is improved.
Preferably, end of the diversion pipe far from slope is connected to and end of the infiltrating irrigation pipe far from slope with the second diversion trench
It is not connected to the second diversion trench.
Using above-mentioned technical proposal, since diversion pipe is connected to and infiltrating irrigation pipe does not connect with the second diversion trench with the second diversion trench
Logical, when rainfall, reduces rainwater and is flowed along slope panel to enter infiltrating irrigation pipe, reduces diversion pipe drainage load, improves stability.
In conclusion the utility model has the advantages that：Rushing for river is buffered by the plant on planting groove
Power is hit, by infiltrating irrigation pipe aerial drainage, reduces scouring force of the river to bank protection face, reduction washes away damage to slope panel；River
Into after in infiltrating irrigation pipe in infiltrating irrigation to the soil on slope, to ensure bank soil moistening, when soil water content is larger, water in soil
Divide and be discharged by diversion pipe, to realize the wetting balance of bank soil, soil humidity excessive initiation soil in bank is avoided to slide；It is logical
It crosses infiltrating irrigation hole and improves infiltrating irrigation range, prevent from blocking by sponge tube, improve infiltrating irrigation stability；Water conservancy diversion model is improved by deflector hole
It encloses, prevents from blocking by sponge strip, improve drainage effect；Slope stability is improved by top of the slope plate, while improving slope panel
With the connective stability on slope；It by the first diversion trench and the second diversion trench by rainwater diversion, improves and dredges rain effect, improve oblique
The stability on slope.
Description of the drawings
Fig. 1 is the overall structure diagram of protective slope structure in the utility model；
Fig. 2 is the schematic diagram for illustrating infiltrating irrigation pipe and draft tube structure in the utility model；
Fig. 3 is the enlarged diagram in the portions A in Fig. 2.
In figure：1, slope panel；11, the second diversion trench；2, top of the slope plate；21, the first diversion trench；3, planting groove；31, sponge
Layer；32, implantation hole；4, infiltrating irrigation pipe；41, infiltrating irrigation hole；42, sponge tube；5, diversion pipe；51, deflector hole；52, sponge strip；6, it anchors
Part.
Specific implementation mode
With reference to the accompanying drawings and embodiments, the utility model is described in detail.
A kind of protective slope structure referring to Fig.1 and Fig. 2, including is covered in the slope panel 1 of bank ramped surfaces, 1 bottom of slope panel
Portion is equipped with planting groove 3, and slope panel 1, which is equipped with the infiltrating irrigation pipe 4 being inserted into the slope of bank diagonally downward and tilts upward, is inserted into bank
Diversion pipe 5 in slope.
With reference to Fig. 2,1 top of slope panel is connected with top of the slope plate 2, and top of the slope plate 2 is covered in the top on bank slope, top of the slope
Plate 2 and slope panel 1 are connect by anchoring piece 6 with bank slope.
2 top surface of top of the slope plate offers the first diversion trench 21, and the first diversion trench 21 prolongs towards slope panel 1 in the horizontal direction
It stretches, slope panel 1 is provided with the second diversion trench 11 in the plate face far from bank slope, the second diversion trench 11 prolongs from the top of slope panel 1
The bottom of slope panel 1 is extended to, the first diversion trench 21 is connected to the second diversion trench 11.
Two layers totally of planting groove 3 is respectively positioned on close to the position of 1 bottom of slope panel, and planting groove 3 is located at slope panel 1 far from bank
The side on slope, interior kind of planting groove 3 are implanted with water plant, spongy layer 31 are fixed in planting groove 3, is provided on spongy layer 31 several
Implantation hole 32, water plant planting avoid rivers water slug to take away water plant in implantation hole 32.
With reference to Fig. 2 and Fig. 3, end connection slope panel 1 side far from bank slope of the diversion pipe 5 far from bank slope
Surface, end of the diversion pipe 5 far from bank slope is located in the second diversion trench 11 and is connected to the second diversion trench 11, diversion pipe
5 have several.
Diversion pipe 5 is inserted into the end sealing end on bank slope, and several deflector holes 51, water conservancy diversion are offered on the side wall of diversion pipe 5
Sponge strip 52 is fixed in pipe 5, the lateral wall of sponge strip 52 abuts fixation with the madial wall of diversion pipe 5.
The surface of end connection slope panel 1 side far from bank slope of the infiltrating irrigation pipe 4 far from slope, infiltrating irrigation pipe 4 are separate
The end on bank slope is not connected to the second diversion trench 11, and infiltrating irrigation pipe 4 has several.
Infiltrating irrigation pipe 4 is inserted into the end sealing end on bank slope, and several infiltrating irrigation holes 41, infiltrating irrigation are offered on the side wall of infiltrating irrigation pipe 4
Sponge tube 42 is fixed in pipe 4, the lateral wall of sponge tube 42 abuts fixation with the madial wall of infiltrating irrigation pipe 4.
The operating mode and principle of the present embodiment are as follows：
When river washes away, is buffered by the plant on planting groove 3, slow down river to the impact force of slope panel 1, rivers
It when water washes away slope panel 1, is flowed up along slope panel 1, reach end of the infiltrating irrigation pipe 4 far from bank slope and enters infiltrating irrigation pipe
In 4, by 4 aerial drainage of infiltrating irrigation pipe, the impact force that river washes away slope panel 1 is further decreased, the damage of slope panel 1 is reduced, carries
The service life of high slope panel 1.
When rainfall is more, bank soil water content is larger, and moisture enters diversion pipe 5 in soil, and passes through 5 row of diversion pipe
Go out, when arid, bank soil water content is less, and river penetrates into bank soil to keep the skin wet by infiltrating irrigation pipe 4, keeps bank
Soil water content is stablized, and ensures the wetting balance of bank soil, avoids the too low influence vegetation growth of bank soil humidity, keep away simultaneously
Exempt from the excessive initiation soil of humidity to slide.
It since infiltrating irrigation pipe 4 is inserted into bank slope diagonally downward, flows back, ensures sufficient after avoiding river from entering infiltrating irrigation pipe 4
Moisture carry out infiltrating irrigation, to keep the humidity of bank soil.
Since diversion pipe 5 is inserted into bank slope diagonally downward so that the moisture in the soil of bank passes through after entering diversion pipe 5
Dead weight outflow, is not necessarily to additionaling power, energy conservation and environmental protection.
It is inserted into the end-enclosed on bank slope by infiltrating irrigation pipe 4 and offers infiltrating irrigation hole 41 on side wall so that river
The active area penetrated into the soil of bank is larger, and avoiding moisture, locally discharge causes bank soil part water content excessive, improves
Bank slope stability.
By the way that sponge tube 42 is arranged in infiltrating irrigation pipe 4, entering in infiltrating irrigation pipe 4 from infiltrating irrigation hole 41 to avoid bank soil causes to block up
Plug, while ensureing preferable aerial drainage effect using the inner space of sponge tube 42.
It is inserted into the end-enclosed on bank slope by diversion pipe 5 and opens up deflector hole 51 on 5 side wall of diversion pipe, improves bank
Side soil moisture penetrates into the active area of diversion pipe 5, improves drainage efficiency, preferably keeps the wetting balance of bank soil.
By the way that sponge strip 52 is arranged in diversion pipe 5, entering in diversion pipe 5 from deflector hole 51 to avoid bank soil causes
It blocks, while accelerating absorption speed using the water imbibition of sponge strip 52, improve drainage efficiency.
Make to connect at the top of top of the slope plate 2 and slope by anchoring piece 6 and slope panel 1 is connect with slope, improves protective slope structure
With the connective stability on bank slope, and then improve bank slope stability.
Coordinate better water conservancy diversion rainwater by the first diversion trench 21 and the second diversion trench 11, when reducing rainfall at the top of slope
Ponding further increases slope stability.
Since diversion pipe 5 is connected to and infiltrating irrigation pipe 4 is not connected to the second diversion trench 11 with the second diversion trench 11, diversion pipe is avoided
5 discharge moisture enter from infiltrating irrigation pipe 4 in soil again, ensure drainage effect.
Implantation hole 32 is set by the setting spongy layer 31 in planting groove 3 and on spongy layer 31, utilizes spongy layer 31
Limitation water plant is detached from planting groove 3 when being hit, meanwhile, moisture is absorbed using spongy layer 31, keeps the moisture of planting groove 3,
Reducing 3 hypohydration of planting groove causes water plant to damage.
The above is only the preferred embodiment of the utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, technical solution belonging to the idea of the present invention belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (8)
1. a kind of protective slope structure, including it is covered in the slope panel (1) of bank ramped surfaces, it is characterized in that：The slope panel (1) sets
There is the infiltrating irrigation pipe (4) being inserted into diagonally downward in slope, end of the infiltrating irrigation pipe (4) far from slope is with slope panel (1) far from tiltedly
The side on slope is connected to, and the slope panel (1) is equipped with the diversion pipe (5) for tilting upward and being inserted into slope, and the diversion pipe (5) is separate
The end on slope is connected to side of the slope panel (1) far from slope, and the slope panel (1), which is equipped with, is located at below kind of rivers liquid level
The end of slot (3), the infiltrating irrigation pipe (4) and diversion pipe (5) far from slope is planted to be respectively positioned on above planting groove (3).
2. protective slope structure according to claim 1, it is characterized in that：The infiltrating irrigation pipe (4) is inserted into the end in the slope of bank
It closes, several infiltrating irrigation holes (41) is provided on the side wall of the infiltrating irrigation pipe (4).
3. protective slope structure according to claim 2, it is characterized in that：Sponge tube (42) is equipped in the infiltrating irrigation pipe (4), it is described
The outer wall of sponge tube (42) is abutted with the inner wall of infiltrating irrigation pipe (4).
4. protective slope structure according to claim 1, it is characterized in that：The diversion pipe (5) is inserted into the end in the slope of bank
It closes, several deflector holes (51) is provided on the side wall of the diversion pipe (5).
5. protective slope structure according to claim 4, it is characterized in that：Sponge strip (52) is equipped in the diversion pipe (5), it is described
The outer wall of sponge strip (52) is abutted with the inner wall of diversion pipe (5).
6. protective slope structure according to claim 1, it is characterized in that：The slope panel (1), which is connected with, to be covered at the top of slope
Top of the slope plate (2), the top of the slope plate (2) at the top of anchoring piece (6) and slope by connecting.
7. protective slope structure according to claim 6, it is characterized in that：The top of the slope plate (2) is equipped with the first diversion trench (21), institute
It states slope panel (1) and is equipped with the second diversion trench (11) for extending to bottom, first diversion trench (21) and the second diversion trench (11)
Connection.
8. protective slope structure according to claim 7, it is characterized in that：End and second of the diversion pipe (5) far from slope
Diversion trench (11) is connected to and end of the infiltrating irrigation pipe (4) far from slope is not connected to the second diversion trench (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820031589.5U CN207904937U (en) | 2018-01-06 | 2018-01-06 | Protective slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820031589.5U CN207904937U (en) | 2018-01-06 | 2018-01-06 | Protective slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207904937U true CN207904937U (en) | 2018-09-25 |
Family
ID=63566802
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820031589.5U Active CN207904937U (en) | 2018-01-06 | 2018-01-06 | Protective slope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207904937U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779007A (en) * | 2020-08-12 | 2020-10-16 | 刘建军 | Highway slope greening structure |
-
2018
- 2018-01-06 CN CN201820031589.5U patent/CN207904937U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779007A (en) * | 2020-08-12 | 2020-10-16 | 刘建军 | Highway slope greening structure |
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