CN207244636U - Slope greening discharge structure - Google Patents
Slope greening discharge structure Download PDFInfo
- Publication number
- CN207244636U CN207244636U CN201720788228.0U CN201720788228U CN207244636U CN 207244636 U CN207244636 U CN 207244636U CN 201720788228 U CN201720788228 U CN 201720788228U CN 207244636 U CN207244636 U CN 207244636U
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- Prior art keywords
- intercepting ditch
- discharge structure
- green layer
- slope
- structure according
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Abstract
The utility model discloses a kind of slope greening discharge structure, its drip irrigation device includes being arranged at the first intercepting ditch of side slope upper end, is arranged at the gutter of side slope lower end and the green layer being arranged on the upside of side slope, the side of first intercepting ditch towards the green layer is provided with next door, the lath for pouring discharge orifice, water suction material being provided with the green layer of some connection green layers is provided with the downside of the next door；Overflow port is provided with the upside of the next door, the waterway of communicated drainage ditch is connected with the overflow port, the utility model has protection green layer, while lifts the effect of the drainability of side slope.
Description
Technical field
Draining field is the utility model is related to, more specifically it is related to a kind of slope greening discharge structure.
Background technology
At present, the Chinese patent that notification number is CN104695451A discloses a kind of side with internal water storage and discharge structure
Slope greening system, there is a lath of absorbent material placed longitudinally from the top down, and lath is along transversely arranged, laterally adjacent lath
Between have space, thereabove has silk screen, and the node of silk screen carries holdfast, on silk screen hole, silk screen and below silk screen and plate
Space is filled with the plant raw-soil between bar.
Above-mentioned slope greening discharge structure, its plate by setting absorbent material, by water are similar in the prior art
Stream absorbs, for plant growth；And the water absorption of lath is limited, when rainfall is larger, the hygroscopic saturation of lath, so as to cause
A large amount of rainwater are fallen from side slope, influence drainage performance.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of slope greening discharge structure,
It the advantage is that protection green layer, while lift the drainability of side slope.
To achieve the above object, the utility model provides following technical solution：A kind of slope greening discharge structure, including
It is arranged at the first intercepting ditch of side slope upper end, is arranged at the gutter of side slope lower end and the green layer being arranged on the upside of side slope, institute
The side for stating the first intercepting ditch towards green layer is provided with next door, and pouring for some connection green layers is provided with the downside of the next door
Discharge orifice, the lath of water suction material is provided with the green layer；Overflow port is provided with the upside of the next door, on the overflow port
It is connected with the waterway of communicated drainage ditch.
By using above-mentioned technical proposal, when the water level in the first intercepting ditch is relatively low, due under the blocking of next door,
Water in one intercepting ditch can flow to green layer by pouring discharge orifice first, green layer can lath absorb can be longer after current one
Supply water for green layer in the section time, grown beneficial to green layer implants.And it is larger in rainfall, water level rises in the first intercepting ditch,
Current at high water level can flow out to waterway from overflow port, and be flowed into by waterway in gutter, so as to effectively cause
The water flow that green layer passes through will not be excessive, and the drainability of side slope is also improved while green layer is protected.
The utility model is further arranged to：Door-plate is hinged with the outside of the overflow port and in the first intercepting ditch
Interior water level lifts the actuator of door-plate openings of sizes after rising.
By using above-mentioned technical proposal, actuator is connected with door-plate, and the openings of sizes of door-plate is improved after water level rising
Lifting；Therefore when water is less most current can be made to flow to green layer by pouring discharge orifice；And intercept water first
After water level improves in ditch, door-plate opening increase, most of current can realize that, when water flow is larger, first intercepts water from overflow port
The water of ditch is outwards quickly discharged.
The utility model is further arranged to：Overflow port is articulated with the upside of the door-plate, including is arranged on hinged place
The drive division of side and the occlusion part being arranged on the downside of hinged place, the actuator include side and are arranged at floating in the first intercepting ditch
Ball, one end, which are fixedly connected with the connecting rope on the upside of floating ball other end connection drive division and are fixed on the first intercepting ditch bottom surface, supplies connecting rope
The turnover ring passed through.
By using above-mentioned technical proposal, floating ball is arranged in the first intercepting ditch, when water level is higher in the first intercepting ditch, this
Floating ball levitation height is higher.And the drive division of floating ball and door-plate is connected by connecting rope, turnover ring is pierced by for connecting rope, so that
Obtain when floating ball is upward, connecting rope can pull drive division downward.And drive division downwards can door-plate rotate, blocked so as to drive
Portion is upward；Realize when water level is higher in the first intercepting ditch, door-plate and first shuts off bigger, the water outlet of overflow port that is open between mouth
Amount also can be bigger.
The utility model is further arranged to：The side of the occlusion part towards the first intercepting ditch is convexly curved.
By using above-mentioned technical proposal, occlusion part is convexly curved, and can lift occlusion part and overflow hole seal
Compactness, reduces the current flowed out from occlusion part and overflow port gap.
The utility model is further arranged to：It is fixed with connection ring on the drive division, the connecting rope is towards drive division
One end be provided with the hook for being mounted on the connection ring.
By using above-mentioned technical proposal, connecting rope by being articulated in connection ring, realize connecting rope and drive division it
Between be detachably connected, easy to the dismounting of connecting rope.
The utility model is further arranged to：The outer wall socket rubber sleeve of the floating ball.
By using above-mentioned technical proposal, contradicted, in the case of collision in floating ball and the first intercepting ditch inner wall, rubber sleeve pair
Floating ball plays a protective role, and reduces to colliding the abrasion to floating ball.
The utility model is further arranged to：The stage for heaping debris for being arranged at side slope middle is further included, is set on the stage for heaping debris
There is the second intercepting ditch for connecting waterway.
By using above-mentioned technical proposal, stage for heaping debris can receive the impurity fallen from above, be lifted at side slope bottom
Security；The second intercepting ditch can receive the current fallen from green layer at the same time, further improve the drainability of side slope.
The utility model is further arranged to：The wasteway of the second intercepting ditch of connection is provided with the green layer.
By using above-mentioned technical proposal, the second intercepting ditch can be flow to by wasteway when current are excessive on green layer
In, easy to green layer draining.
The utility model is further arranged to：The road of connection water flowing pipeline outer wall is provided between the stage for heaping debris and gutter
Moat barricade.
By using above-mentioned technical proposal, cutting barricade lifting side slope downside intensity, while it is the waterway on the downside of side slope
Stable support is provided；So that waterway draining is stablized.
In conclusion the utility model has the following advantages：
1st, overflow port is opened up on the upside of the first intercepting ditch, downside, which opens up to cry, pours discharge orifice, while green layer is protected
Improve the drainability of side slope；
The 2nd, door-plate is installed on overflow port, and controlled by actuator, thus adjust the first intercepting ditch into green layer and
Into the water between waterway, grown easy to green layer；
3rd, stage for heaping debris is set in side slope middle, obstructs the debris fallen on the upside of slopes, lift the security of slopes entirety.
Brief description of the drawings
Fig. 1 is the structure diagram of the present embodiment；
Fig. 2 is the section structure diagram of the present embodiment；
Fig. 3 is the enlarged diagram of A in Fig. 2.
Description of reference numerals：1st, the first intercepting ditch；2nd, green layer；3rd, stage for heaping debris；4th, cutting barricade；5th, gutter；6th, lead to
Water channel；7th, the second intercepting ditch；8th, next door；9th, door-plate；10th, overflow port；11st, occlusion part；12nd, drive division；13rd, connection ring；14th, float
Ball；15th, connecting rope；16th, turnover ring；17th, rubber sleeve；18th, link up with；19th, lath；20th, wasteway；21st, discharge orifice is poured.
Embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment, a kind of slope greening discharge structure, intercepts water as shown in Figure 1, side slope includes first successively from top to bottom
Ditch 1, green layer 2, stage for heaping debris 3, cutting barricade 4 and gutter 5, waterway 6 is provided between the first intercepting ditch 1 and gutter 5,
Waterway 6 passes sequentially through green layer 2, stage for heaping debris 3 and gutter 5, and the first intercepting ditch 1 is connected with gutter 5；First intercepting ditch
Current in 1 can be quickly drained into gutter 5 by waterway 6；Cutting barricade 4 lifts intensity on the downside of side slope, is at the same time
Waterway 6 on the downside of side slope provides the support of stabilization；So that 6 draining of waterway is stablized.
As shown in Figure 1, 2, the side of the first intercepting ditch 1 towards green layer 2 is provided with next door 8, and the downside in next door 8 is along first
The extending direction of intercepting ditch 1 be arranged with it is multiple pour discharge orifice 21, the part current in the first intercepting ditch 1 can be directly by pouring discharge orifice
21 flow into green layer 2.The middle part of the upside of first intercepting ditch 1 is provided with overflow port 10, and the height of overflow port 10, which is higher than, pours discharge orifice 21,
And waterway 6 is connected with overflow port 10；Therefore only larger in rainfall, water level rises in the first intercepting ditch 1, the current at high water level
Waterway 6 can be flowed out to from overflow port 10, and is flowed into by waterway 6 in gutter 5.
As shown in figure 3, being provided with door-plate 9 on overflow port 10, the upside of door-plate 9 is mutually cut with scissors with the both sides side wall of overflow port 10
Connect so that door-plate 9 divides for the drive division 12 being arranged on the upside of hinged place and the occlusion part 11 being arranged on the downside of hinged place.Occlusion part
11 are convexly curved towards the side of the first intercepting ditch 1, lift the contact surface between 10 side wall of occlusion part 11 and overflow port, subtract
Few current flowed out from 10 gap of occlusion part 11 and overflow port.Drive division 12 is towards 13 first intercepting ditch of connection ring, 1 side
It is fixedly arranged in the middle of connection ring 13.
Control the opening of door-plate 9 big according to water level in the first intercepting ditch 1 as shown in figure 3, the first intercepting ditch 1 is provided with
Small actuator, actuator include floating ball 14, connecting rope 15 and turnover ring 16；Floating ball 14 is placed in the first intercepting ditch 1, due to
The buoyancy of itself of floating ball 14 so that floating ball 14 can fluctuate according to the change of water level in the first intercepting ditch 1；Floating ball 14 at the same time
Outer wall socket rubber sleeve 17, rubber sleeve 17 plays a protective role floating ball 14, reduces to colliding the abrasion to floating ball 14.Even
One end of splicing 15 is fixedly connected with floating ball 14, and hook 18 is provided with the other end, and hook 18 is articulated in connection ring 13, is realized
Being detachably connected between connecting rope 15 and drive division 12, easy to the dismounting of connecting rope 15.Turnover ring 16 is fixed on first and intercepts water
1 bottom surface of ditch, the middle part of connecting rope 15 are passed through out of turnover ring 16.
As shown in figure 3, therefore when in the first intercepting ditch 1 water level it is higher, this floating ball 14 floats under the action of natural buoyancy
Height is higher.And the drive division 12 of floating ball 14 and door-plate 9 is connected by connecting rope 15, so that when floating ball 14 is upward, even
Splicing 15 can pull drive division 12 downward.And drive division 12 downwards can door-plate 9 rotate, so as to drive occlusion part 11 upward；
When realizing that water level is higher in the first intercepting ditch 1, it is open between door-plate 9 and overflow port 10 bigger, the water yield of overflow port 10
Can be bigger, after water level improves in the first intercepting ditch 1, the opening increase of door-plate 9, most of current can be from overflow port 10.Realize
When water flow is larger, the water of the first intercepting ditch 1 is outwards quickly discharged.
Fig. 1 is returned to, green layer 2 includes green plant, lath 19 and wasteway 20；Lath 19 is horizontally placed on green layer 2, is
Absorb water material, its material can be rock wool lath 19 or glass silk floss lath 19.Can be longer after absorbing current so as to lath 19
A period of time in supply water for green layer 2, grown beneficial to 2 implants of green layer.Wasteway 20 connects stage for heaping debris 3, when green layer 2
When upper current are excessive, it can be flow to by wasteway 20 in stage for heaping debris 3, easy to 2 draining of green layer.
As shown in Figure 1, the second intercepting ditch 7 is offered on stage for heaping debris 3, and the second intercepting ditch 7 is respectively turned on 20 He of wasteway
Waterway 6；Therefore stage for heaping debris 3 is lifted at the security of side slope bottom except that can receive the impurity fallen from above；Can also energy
The current fallen from green layer 2 are enough received, row's waterway 6 is discharged, and further improves the drainability of side slope.
The above is only the preferred embodiment of the present invention, is not intended to limit the present invention, all in this practicality
Within new design concept, any modification, equivalent replacement, improvement and so on, should be included in the protection of the utility model
Within the scope of.
Claims (9)
1. a kind of slope greening discharge structure, including be arranged at the first intercepting ditch (1) of side slope upper end, be arranged at side slope lower end
Gutter (5) and the green layer (2) being arranged on the upside of side slope, it is characterised in that：First intercepting ditch (1) is towards green layer
(2) side is provided with next door (8), and some connection green layers (2) are provided with the downside of the next door (8) pours discharge orifice (21),
The lath (19) of water suction material is provided with the green layer (2)；Overflow port (10), institute are provided with the upside of the next door (8)
State the waterway (6) that communicated drainage ditch (5) are connected with overflow port (10).
2. slope greening discharge structure according to claim 1, it is characterised in that：Cut with scissors on the outside of the overflow port (10)
It is connected to door-plate (9) and the actuator for lifting door-plate (9) openings of sizes after the interior water level of the first intercepting ditch (1) rises.
3. slope greening discharge structure according to claim 2, it is characterised in that：It is articulated with the upside of the door-plate (9)
Overflow port (10), including it is arranged at the drive division (12) on the upside of hinged place and the occlusion part (11) being arranged on the downside of hinged place, institute
State actuator and include the floating ball (14) that is arranged in the first intercepting ditch (1) of side, one end is fixedly connected with floating ball (14) other end company
Connect the connecting rope (15) on the upside of drive division (12) and be fixed on the turnover ring that the first intercepting ditch (1) bottom surface supplies connecting rope (15) to pass through
(16)。
4. slope greening discharge structure according to claim 3, it is characterised in that：The occlusion part (11) is towards first section
The side in ditch (1) is convexly curved.
5. slope greening discharge structure according to claim 3, it is characterised in that：The company of being fixed with the drive division (12)
Ring (13) is connect, one end of connecting rope (15) towards the drive division (12) is provided with the hook for being mounted on the connection ring (13)
(18)。
6. slope greening discharge structure according to claim 3, it is characterised in that：The outer wall of the floating ball (14) is socketed with
Rubber sleeve (17).
7. slope greening discharge structure according to claim 1, it is characterised in that：Further include and be arranged at the broken of side slope middle
Fall platform (3), the second intercepting ditch (7) for connecting waterway (6) is provided with the stage for heaping debris (3).
8. slope greening discharge structure according to claim 7, it is characterised in that：The company of being provided with the green layer (2)
The wasteway (20) of logical second intercepting ditch (7).
9. slope greening discharge structure according to claim 7, it is characterised in that：The stage for heaping debris (3) and gutter (5)
Between be provided with connection waterway (6) outer wall cutting barricade (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720788228.0U CN207244636U (en) | 2017-07-01 | 2017-07-01 | Slope greening discharge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720788228.0U CN207244636U (en) | 2017-07-01 | 2017-07-01 | Slope greening discharge structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207244636U true CN207244636U (en) | 2018-04-17 |
Family
ID=61878383
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720788228.0U Expired - Fee Related CN207244636U (en) | 2017-07-01 | 2017-07-01 | Slope greening discharge structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207244636U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729454A (en) * | 2018-05-31 | 2018-11-02 | 西安长庆科技工程有限责任公司 | The method that side slope handicapping anti-slip is administered |
| CN110453701A (en) * | 2019-08-29 | 2019-11-15 | 贵州大学 | A kind of anchorage pile slope retaining and ecological management system |
| CN113229019A (en) * | 2021-05-12 | 2021-08-10 | 李玉倩 | Application of rock wool in near-natural ecological restoration of steep mining face and restoration process thereof |
| CN113632662A (en) * | 2021-08-24 | 2021-11-12 | 中部建设(深圳)有限公司 | Building drainage system device and method |
-
2017
- 2017-07-01 CN CN201720788228.0U patent/CN207244636U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729454A (en) * | 2018-05-31 | 2018-11-02 | 西安长庆科技工程有限责任公司 | The method that side slope handicapping anti-slip is administered |
| CN110453701A (en) * | 2019-08-29 | 2019-11-15 | 贵州大学 | A kind of anchorage pile slope retaining and ecological management system |
| CN113229019A (en) * | 2021-05-12 | 2021-08-10 | 李玉倩 | Application of rock wool in near-natural ecological restoration of steep mining face and restoration process thereof |
| CN113632662A (en) * | 2021-08-24 | 2021-11-12 | 中部建设(深圳)有限公司 | Building drainage system device and method |
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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 |
Granted publication date: 20180417 Termination date: 20190701 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |