CN206127972U - River course cuts dirty collecting main and river course greening system - Google Patents
River course cuts dirty collecting main and river course greening system Download PDFInfo
- Publication number
- CN206127972U CN206127972U CN201621161174.7U CN201621161174U CN206127972U CN 206127972 U CN206127972 U CN 206127972U CN 201621161174 U CN201621161174 U CN 201621161174U CN 206127972 U CN206127972 U CN 206127972U
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- China
- Prior art keywords
- course
- river
- river course
- surface layer
- greening system
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Abstract
The utility model provides a river course cuts dirty collecting main and river course greening system, has one section dirty collecting main, cuts dirty collecting main and is located river roadside hazard, is kept apart by the barnacle retaining wall between river course, riverbed and section dirty collecting main, mated formation by the lower supreme plain soil layer, cobble bed course, plain concrete bed course, cement mortar anchor coat, surface course of laying in proper order in barnacle retaining wall top, the cement mortar anchor coat is with plain concrete bed course and the surface course bonding of mating formation, the surface course is mated formation the opposite side that extends and is set up the hillside fields, and the slope covers the vegetation, keeps apart through a stand between the ground that hillside fields and surface course are mated formation, and the stand is by upward being gloomy granite strip in proper order under to, favoring brick setting, plain concrete bed course, cobble bed course, plain soil layer, cut dirty collecting main access hole and bury underground in the surface course is mated formation under, top and the surface course parallel and level of mating formation. The protection riverbed bears the river and erodees, and the protection sewage pipe prevents rainwash earth, makes pavement or prevention wood platform above the access hole, not only shelters from the sight but also make things convenient for the maintenance. Reach flood control function and landscaping's perfect adaptation.
Description
Technical field
The utility model is related to river course greening and pollution control field, and more particularly to a kind of river channel sewage intercepting main and river course are green
Change system.
Background technology
As the reinforcement of people's environmental consciousness is in order to preferably administer the sewage of plant emissions, dirty dry tube applications are cut increasingly
Generally, it separates sewage with drinking water
Nowadays city is cut dirty main and is mostly arranged along the river, and majority arrangement under the water surface, is washed away both shadows by river throughout the year
Ring sewage pipe service life, again formed potential safety hazard, while access hole all it is exposed outside, vision uncoordinated with surrounding environment
Sense organ is poor, and under the washing away for a long time of river water, sewage pipe can be accelerated to corrode, and causes sewage to flow into river and cause dirt
Dye, while because there is blow-off pipe, often affects riverbank attractive in appearance, particularly in some scenic spots along the river, affects to become apparent from, therefore
How effectively to prevent blow-off pipe from being corroded by water body, while and energy riverbank environment attractive in appearance just seems particularly heavy to daily life
Will.
Utility model content
To solve the problems, such as above-mentioned prior art, the purpose of this utility model is to provide a kind of river channel sewage intercepting main
And river course greening system, retaining wall spats is designed by river course side dirty main is cut, protection riverbed bears river and washes away, and protects sewage
Pipe, meanwhile, design intercepting ditch in sewage pipe inner side prevents rain drop erosion soil, and pavement or anticorrosive wood platform are made above access hole,
Not only sight line had been blocked but also convenient maintenance.Reach the perfect adaptation of flood control function and beautification of landscape.
To reach above-mentioned purpose, the technical solution of the utility model is：
A kind of river channel sewage intercepting main and river course greening system, there is one section of dirty main, cut dirty main and are located at by river course, river course,
Riverbed is isolated with cutting between dirty main by stone built retaining wall；
Lay plain soil layer, cobble bed course, plain concrete bed course, cement mortar successively from the bottom to top and combine in stone built retaining wall top
Layer, surface layer are mated formation, and cement mortar binder course mats formation plain concrete bed course and surface layer bonding；
Surface layer mat formation extension opposite side arrange hillside fields, slope cover vegetation, between the ground that hillside fields and surface layer are mated formation
Isolated by a column, column is followed successively by from top to bottom grey fiber crops stone bar, thick brick setting, plain concrete bed course, cobble bed course, element soil
Layer；
Cut dirty main access hole to be embedded under surface layer mats formation, top is mated formation concordant with surface layer.
Further, the stone built retaining wall is up-small and down-big trapezoidal, is piled up on bottom.
Further, the surface layer is mated formation for pavement or anticorrosive wood platform.
Further, nearly river course side is provided with guardrail directly over the stone built retaining wall.
Further, the vegetation is turf or undershrub.
Further, the plain soil layer is the plain soil layer of compacting degree ＞ 0.93.
Further, it is stamped capping on described section of dirty main access hole.
Relative to prior art, the beneficial effects of the utility model are：
The utility model is cutting dirty main by river course side design retaining wall spats, and protection riverbed bears river and washes away, protects
Sewage pipe, meanwhile, design intercepting ditch in sewage pipe inner side prevents rain drop erosion soil, and pavement or anticorrosive wood are made above access hole
Platform, had not only blocked sight line but also convenient maintenance.Reach the perfect adaptation of flood control function and beautification of landscape.
Description of the drawings
Fig. 1 is the structural representation of a kind of river channel sewage intercepting main of the utility model and river course greening system.
Wherein, 1- vegetation, 2- grey fiber crops stone bar, 3- thickness brick settings, 4- cuts dirty main access hole, and 5- surface layers are mated formation, 6- water
Cement mortar binder course, 7- guardrails, 8- river courses, 9- riverbeds, 11- bottoms, 12- cuts dirty main, 13- element concrete bed courses, 14- cobble pads
Layer, 15- element soil layers, 19- hillside fields, 20- stone built retaining walls.
Specific embodiment
Technical solutions of the utility model are described in further detail with reference to the accompanying drawings and detailed description：
As shown in figure 1, a kind of river channel sewage intercepting main and river course greening system, there is one section of dirty main 12, dirty main 12 is cut
By river course 8, river course 8, riverbed 9 are isolated with cutting between dirty main 12 by stone built retaining wall 20；
Lay plain soil layer 15, cobble bed course 14, plain concrete bed course 13, cement bonded sand successively from the bottom to top in the top of stone built retaining wall 20
Slurry binder course 6, surface layer mats formation 5, and cement mortar binder course 6 mats formation plain concrete bed course 13 and surface layer 5 bondings；
The mat formation opposite side of 5 extensions of surface layer arranges hillside fields 19, covers vegetation 1 on hillside fields 19, and hillside fields 19 and surface layer mat formation 5
Isolated by a column between ground, column is followed successively by from top to bottom grey fiber crops stone bar 2, thick brick setting 3, plain concrete bed course 13, ovum
Stone bed course 14, plain soil layer 15；
Cut dirty main access hole 4 and be embedded in surface layer and mat formation under 5, top and surface layer are mated formation 5 concordant.
Further, the stone built retaining wall 20 is up-small and down-big trapezoidal, is piled up on bottom 11.
Further, the surface layer mats formation 5 for pavement or anticorrosive wood platform.
Further, the nearly side of river course 8 is provided with guardrail 7 directly over the stone built retaining wall 20.
Further, the vegetation 1 is turf or undershrub.
Further, the plain soil layer 15 is the plain soil layer of compacting degree ＞ 0.93.
Further, it is stamped capping on described section of dirty main access hole 4.
Operation principle of the present utility model is：
In real work, a dirty main access hole 4 will be cut be embedded in surface layer and mat formation under 5, top and surface layer mat formation it is 5 concordant, and
Top covers, and solves cut the aesthetic problem that dirty main access hole 4 is exposed to ground off-balancesheet well, particularly in landscape along the river
Area, meanwhile, a dirty main 12 will be cut isolated with stone built retaining wall 20 between river course 8, it is to avoid sewage directly penetrates into river, together
When avoid river washing away to blowdown main 12, the service life of the blowdown main 12 of raising；The top of stone built retaining wall 20 by
Under supreme plain soil layer 15, cobble bed course 14, the plain concrete bed course 13, cement mortar binder course 6, surface layer laid successively mat formation 5, cement bonded sand
Slurry binder course 6 mats formation plain concrete bed course 13 and surface layer 5 bondings；The structure setting has good stabilization
Plain soil layer 15 is original basic unit, and by compacting 0.98 packing is reached, and cobble bed course 14 mainly plays stable work
With being more preferably firmly bonded with plain concrete bed course 13 simultaneously, be conducive to improving the performance of pavement structure.Plain concrete bed course 13 has foot
Enough erosion resistibility and larger rigidity and solid by force, good integrity of contradicting shape ability.Surface layer is mated formation and 5 has enough intensity,
Durability degree, surface anti-skidding is smooth, attractive in appearance easy to process.
The mat formation opposite side of 5 extensions of surface layer arranges hillside fields 19, covers vegetation 1 on hillside fields 19, and hillside fields 19 and surface layer mat formation 5
Isolated by a column between ground, column is followed successively by from top to bottom grey fiber crops stone bar 2, thick brick setting 3, plain concrete bed course 13, ovum
Stone bed course 14, plain soil layer 15；
Hillside fields 19 is planting technique layer, and hillside fields 19 and surface layer are mated formation and 5 isolate the soil in mainly guarantee hillside fields 19 not by rain
Water washes away loss, and grey fiber crops stone bar 2 is easy to process, attractive in appearance durable, and cobble bed course 14 mainly plays stabilization simultaneously more preferably
It is firmly bonded with plain concrete bed course 13, is conducive to improving the performance of pavement structure.Plain concrete bed course 13 has enough antiscours
Ability and larger rigidity and solid by force, good integrity of contradicting shape ability.
The stone built retaining wall 20 is up-small and down-big trapezoidal, is piled up on bottom 11.The structure is more stable, according to river
Water depth increases the thickness of stone built retaining wall 20, remains good effect.
The surface layer mats formation 5 for pavement or anticorrosive wood platform.Can use as the platform at scenic spot pavement or scenic spot,
While environmentally friendly, the life of people can be also allowed more to facilitate.
The nearly side of river course 8 is provided with guardrail 7 directly over the stone built retaining wall 20, prevents the crowd for playing or child from may fall
Fall in river, play a part of security protection.
The vegetation 1 is turf or undershrub.It is economical and beautiful to match with environment.
The plain soil layer 15 is the plain soil layer of compacting degree ＞ 0.93.Avoid causing because rainy or other reasonses sedimentation occur
Upper strata is unstable to there is crack etc..
The above, specific embodiment only of the present utility model, but protection domain of the present utility model do not limit to
In this, any change or replacement expected without creative work all should be covered within protection domain of the present utility model.
Therefore, the protection domain that protection domain of the present utility model should be limited by claims is defined.
Claims (7)
1. a kind of river channel sewage intercepting main and river course greening system, it is characterised in that have one section of dirty main (12), cut dirty main (12)
Other positioned at river course (8), river course (8), riverbed (9) are isolated with cutting between dirty main (12) by stone built retaining wall (20)；
Lay plain soil layer (15), cobble bed course (14), plain concrete bed course (13), water successively from the bottom to top in stone built retaining wall (20) top
Cement mortar binder course (6), surface layer are mated formation (5), and cement mortar binder course (6) mats formation plain concrete bed course (13) and surface layer (5) bonding；
Surface layer mat formation (5) extension opposite side arrange hillside fields (19), on hillside fields (19) cover vegetation (1), hillside fields (19) and surface layer
Mat formation and isolated by a column between the ground of (5), column be followed successively by from top to bottom grey fiber crops stone bar (2), thick brick setting (3),
Plain concrete bed course (13), cobble bed course (14), plain soil layer (15)；
Cut dirty main access hole (4) and be embedded in surface layer and mat formation under (5), top mat formation with surface layer (5) it is concordant.
2. a kind of river channel sewage intercepting main according to claim 1 and river course greening system, it is characterised in that the barnacle gear
Cob wall (20) is up-small and down-big trapezoidal, is piled up on bottom (11).
3. a kind of river channel sewage intercepting main according to claim 1 and river course greening system, it is characterised in that the surface layer paving
Dress (5) is pavement or anticorrosive wood platform.
4. a kind of river channel sewage intercepting main according to claim 1 and river course greening system, it is characterised in that the barnacle gear
Nearly river course (8) side is provided with guardrail (7) directly over cob wall (20).
5. a kind of river channel sewage intercepting main according to claim 1 and river course greening system, it is characterised in that the vegetation
(1) it is turf or undershrub.
6. a kind of river channel sewage intercepting main according to claim 1 and river course greening system, it is characterised in that the plain soil layer
(15) be compacting degree ＞ 0.93 plain soil layer.
7. a kind of river channel sewage intercepting main according to claim 1 and river course greening system, it is characterised in that described section of dirt is done
Pipe access hole is stamped capping on (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621161174.7U CN206127972U (en) | 2016-11-01 | 2016-11-01 | River course cuts dirty collecting main and river course greening system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621161174.7U CN206127972U (en) | 2016-11-01 | 2016-11-01 | River course cuts dirty collecting main and river course greening system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206127972U true CN206127972U (en) | 2017-04-26 |
Family
ID=58576772
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621161174.7U Expired - Fee Related CN206127972U (en) | 2016-11-01 | 2016-11-01 | River course cuts dirty collecting main and river course greening system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206127972U (en) |
-
2016
- 2016-11-01 CN CN201621161174.7U patent/CN206127972U/en not_active Expired - Fee Related
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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: 20170426 Termination date: 20171101 |