CN208472893U - Plain stage of slope double-layer drainage ditch structure - Google Patents
Plain stage of slope double-layer drainage ditch structure Download PDFInfo
- Publication number
- CN208472893U CN208472893U CN201820672674.XU CN201820672674U CN208472893U CN 208472893 U CN208472893 U CN 208472893U CN 201820672674 U CN201820672674 U CN 201820672674U CN 208472893 U CN208472893 U CN 208472893U
- Authority
- CN
- China
- Prior art keywords
- slot
- wall
- slope
- gutter
- crop
- 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.)
- Active
Links
Landscapes
- Sewage (AREA)
Abstract
The utility model relates to a kind of plain stage of slope double-layer drainage ditch structures, including crop-planting slot and gutter, and slot bottom water filter plate is arranged between crop-planting slot and gutter；Setting ditch, which is born responsibility, on trenched side-wall one at the top of gutter presents a theatrical performance as the last item on a programme, and side wall is arranged on the trenched side-wall two of crop-planting slot and arranges infiltration slot；Inner sidewall along crop-planting slot is laid with cell wall loaded filter；The trenched side-wall one and trenched side-wall two are poured integral simultaneously using Reinforced Concrete Materials；The cell wall loaded filter uses geotextile material；The slot bottom water filter plate uses concrete slab, and slot bottom infiltration slot is arranged on slot bottom water filter plate.The beneficial effects of the utility model are: the utility model includes crop-planting slot and gutter using prefabricated double-layer drainage ditch, it not only can satisfy the requirement of slope drainage, and the greening of side slope platform may be implemented, improve the afforestation effect of side slope.
Description
Technical field
The utility model relates to side slope, in particular to the plain stage of slope that a kind of site operation is high-efficient, afforestation effect is good is double
Layer gutter structure, belongs to field of civil engineering, is suitable for protecting slope ecology engineering.
Background technique
In the Process of Engineering Construction such as highway, railway, water conservancy, native stone, which is filled out, digs a large amount of native stone bare side slopings that engineering is formed, and has
The ecological protection of effect is the important measures for improving slope greening effect, preserving the ecological environment.At plain stage of slope, row need to be often set
Waterside slope, it is common practice to which cemented rock or cast-in-situ steel reinforced concrete gutter are set, and site operation efficiency is lower, it is difficult to have both
Afforestation effect.
In consideration of it, urgently inventing one kind at present can change to improve the construction quality and efficiency of Soft Rock Slope ecological protection
Kind plain stage of slope afforestation effect, the plain stage of slope double-layer drainage ditch structure for promoting side slope site operation efficiency.
Utility model content
The purpose of the utility model is to overcome deficiency in the prior art, provide that a kind of can not only to improve plain stage of slope green
Change effect, and the plain stage of slope double-layer drainage ditch structure of side slope site operation efficiency can be promoted.
This plain stage of slope double-layer drainage ditch structure, including crop-planting slot and gutter, in crop-planting slot and draining
Slot bottom water filter plate is set between ditch；Setting ditch, which is born responsibility, on trenched side-wall one at the top of gutter presents a theatrical performance as the last item on a programme, in crop-planting slot
Side wall is set on trenched side-wall two and arranges infiltration slot；Inner sidewall along crop-planting slot is laid with cell wall loaded filter.
As preferred: the trenched side-wall one and trenched side-wall two pour that build up one whole using Reinforced Concrete Materials simultaneously
Body.
As preferred: the cell wall loaded filter uses geotextile material.
As preferred: the slot bottom water filter plate uses concrete slab, and slot bottom infiltration slot is arranged on slot bottom water filter plate.
The beneficial effects of the utility model are: the utility model using prefabricated double-layer drainage ditch include crop-planting slot and
Gutter, not only can satisfy the requirement of slope drainage, and the greening of side slope platform may be implemented, and improve the greening of side slope
Effect.
Detailed description of the invention
Fig. 1 is the sectional schematic diagram of the utility model double-layer drainage ditch.
Description of symbols: 1- slot bottom infiltration slot；2- cell wall loaded filter；3- crop-planting slot；The gutter 4-；The filter of 5- slot bottom
Water plate；6- trenched side-wall one；7- ditch, which is born responsibility, presents a theatrical performance as the last item on a programme；8- trenched side-wall two；9- side wall row's infiltration slot.
Specific embodiment
The utility model is described further below with reference to embodiment.The explanation of following embodiments is only intended to help to manage
Solve the utility model.It should be pointed out that for those skilled in the art, not departing from the utility model principle
Under the premise of, several improvements and modifications can be made to this utility model, these improvement and modification also fall into the utility model
In scope of protection of the claims.
Concrete Design and pouring construction technical requirements, cell wall loaded filter laying construction technical requirements etc., present embodiment
In repeat no more, emphasis illustrate the utility model relates to the embodiments of structure.
Shown in referring to Fig.1, the utility model double-layer drainage ditch includes crop-planting slot 3 and gutter 4, in crop-planting slot
Slot bottom water filter plate 5 is set between 3 and gutter 4；The width of crop-planting slot 3 is 1.2m, is highly 0.3m；The width in gutter 4
Degree is 0.6m, is highly 0.6m；Slot bottom water filter plate 5 use concrete slab, strength grade of concrete C35, plate thickness 100mm,
Width is 0.55m.
The thickness of trenched side-wall 1 and trenched side-wall 28 is 100mm, and using concrete slab, strength grade of concrete is
C35.Bear responsibility present a theatrical performance as the last item on a programme 7 width of ditch is 0.1m, is highly 0.1m；Side wall row infiltration slot 9 height be 5mm, length 20mm.
It is laid with cell wall loaded filter 10 along the inner sidewall of crop-planting slot 3, cell wall loaded filter 2 uses anti-filter geotextiles.In slot bottom water filter plate 5
The width of upper setting slot bottom infiltration slot 1 is 1cm, length 0.5m.
Claims (4)
1. a kind of plain stage of slope double-layer drainage ditch structure, it is characterised in that including crop-planting slot (3) and gutter (4), making
Slot bottom water filter plate (5) are set between object planting groove (3) and gutter (4)；On the trenched side-wall one (6) at the top of gutter (4)
Setting ditch is born responsibility present a theatrical performance as the last item on a programme (7), and side wall is arranged on the trenched side-wall two (8) of crop-planting slot (3) and arranges infiltration slot (9)；Along work
The inner sidewall of object planting groove (3) is laid with cell wall loaded filter (2).
2. plain stage of slope double-layer drainage ditch structure according to claim 1, it is characterised in that: the trenched side-wall one (6)
It using Reinforced Concrete Materials while being poured integral with trenched side-wall two (8).
3. plain stage of slope double-layer drainage ditch structure according to claim 1, it is characterised in that: the cell wall loaded filter (2)
Using geotextile material.
4. plain stage of slope double-layer drainage ditch structure according to claim 1, it is characterised in that: the slot bottom water filter plate (5)
Using concrete slab, slot bottom is set on slot bottom water filter plate (5) and seeps water slot (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820672674.XU CN208472893U (en) | 2018-05-07 | 2018-05-07 | Plain stage of slope double-layer drainage ditch structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820672674.XU CN208472893U (en) | 2018-05-07 | 2018-05-07 | Plain stage of slope double-layer drainage ditch structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208472893U true CN208472893U (en) | 2019-02-05 |
Family
ID=65220717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820672674.XU Active CN208472893U (en) | 2018-05-07 | 2018-05-07 | Plain stage of slope double-layer drainage ditch structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208472893U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805111A (en) * | 2019-11-14 | 2020-02-18 | 天津城建大学 | A novel canal structure for utility tunnel carries sewage |
| CN111527971A (en) * | 2020-05-29 | 2020-08-14 | 中国一冶集团有限公司 | Root water drainage and storage system for improving tree planting survival rate of Linxi land and control method |
| CN114319556A (en) * | 2022-02-28 | 2022-04-12 | 中建八局第二建设有限公司 | Concealed water purification drainage ditch and construction method thereof |
| CN116289394A (en) * | 2023-02-13 | 2023-06-23 | 交通运输部科学研究院 | Road cutting side slope water storage type ecological drainage ditch and paving method |
-
2018
- 2018-05-07 CN CN201820672674.XU patent/CN208472893U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805111A (en) * | 2019-11-14 | 2020-02-18 | 天津城建大学 | A novel canal structure for utility tunnel carries sewage |
| CN111527971A (en) * | 2020-05-29 | 2020-08-14 | 中国一冶集团有限公司 | Root water drainage and storage system for improving tree planting survival rate of Linxi land and control method |
| CN114319556A (en) * | 2022-02-28 | 2022-04-12 | 中建八局第二建设有限公司 | Concealed water purification drainage ditch and construction method thereof |
| CN114319556B (en) * | 2022-02-28 | 2024-01-12 | 中建八局第二建设有限公司 | Concealed type water purification drainage ditch and construction method thereof |
| CN116289394A (en) * | 2023-02-13 | 2023-06-23 | 交通运输部科学研究院 | Road cutting side slope water storage type ecological drainage ditch and paving method |
| CN116289394B (en) * | 2023-02-13 | 2024-03-19 | 交通运输部科学研究院 | Road cutting side slope water storage type ecological drainage ditch and paving method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208472893U (en) | Plain stage of slope double-layer drainage ditch structure | |
| CN204343339U (en) | A kind of temporary support columns waterproof base plate | |
| CN110158389A (en) | A kind of light soil road structure and its construction method | |
| CN107805987A (en) | The hassock layer Foam lightweight soil road structure and construction method in deep soft foundation section | |
| CN208857626U (en) | A kind of permeable and water storage pavement structure | |
| CN108412016A (en) | Underground tube body assures construction method | |
| CN211228591U (en) | Steel fiber concrete gravity type retaining wall protective structure | |
| CN107100048A (en) | A kind of filling construction method of air bubble mix light-textured soil in the newly-built road in flat country | |
| CN202323612U (en) | Dank floor tile | |
| CN106544987B (en) | A kind of anti-seepage of channels construction method storing flooded wetland | |
| CN202830673U (en) | Existing embankment heightening structure for limited using land area | |
| CN210031903U (en) | Retaining wall structure based on mortar rubble | |
| CN210151748U (en) | Foundation pit water collection surface drainage dewatering system | |
| CN207452609U (en) | A kind of hassock layer Foam lightweight soil road structure in deep soft foundation section | |
| CN111287040A (en) | Method for constructing liquid soil road | |
| CN208455647U (en) | Soft Rock Slope ecological safeguard structure | |
| CN103114605B (en) | Anti-seepage drainage layer structure and construction method | |
| CN216342124U (en) | Disposal structure of tunnel side lower part karst cave | |
| CN112962534B (en) | Large-area dredging dredger fill foundation structure and treatment method thereof | |
| CN215052643U (en) | Check dam with net formwork combined with net formwork box body | |
| CN108708383A (en) | A kind of plant-growing type eco-concrete bank protection and its construction method | |
| CN211312560U (en) | Simple and easy core section of thick bamboo stepping water conservancy diversion drainage structures | |
| CN210288471U (en) | Steel slag concrete retaining wall protective structure | |
| CN211113579U (en) | Heavy-load ground foundation structure for seepage-proofing area of soft foundation | |
| CN210342002U (en) | Basement raft board seepage processing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |