CN205662802U - Gutter and french drain integration drainage system - Google Patents
Gutter and french drain integration drainage system Download PDFInfo
- Publication number
- CN205662802U CN205662802U CN201620415716.2U CN201620415716U CN205662802U CN 205662802 U CN205662802 U CN 205662802U CN 201620415716 U CN201620415716 U CN 201620415716U CN 205662802 U CN205662802 U CN 205662802U
- Authority
- CN
- China
- Prior art keywords
- french drain
- gutter
- main body
- drainage system
- french
- 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.)
- Expired - Fee Related
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The utility model relates to a gutter and french drain integration drainage system. It includes side ditch main part, french drain main part, prevention of seepage geotechnique cloth, foraminiferous PVC infiltration pipe, metalling and infiltration geotechnique cloth, the protruding french drain groove phase with french drain main part top of side ditch of side ditch main part bottom cooperates, assembles formula drainage system as an organic whole, the prevention of seepage geotechnique lays in french drain bottom and side, foraminiferous PVC infiltration pipe is vertically laid along the prevention of seepage geotechnique cloth top of french drain bottom, the metalling is backfilled inside the french drain, the geotechnological cloth that seeps water is laid at the metalling outsidely. Compared with the prior art, the utility model has the advantages of as follows: french drain base along the road is horizontal for sealing the water proof structure, prevents inside the interior moisture penetration road bed of side slope, adopt prefabricated construction, the french drain inslot is suddenly arranged in to the side ditch bottom for side ditch and french drain firm in connection, adopt prefabricated construction, traditional french drain and side ditch are compared moreover in easily batchization processing production, and construction quality guarantees easily, and easily installation, the reduction of erection time.
Description
Technical field
This utility model belongs to highway drainage field of engineering technology, it particularly relates to a kind of gutter and french drain
Integration drainage system.
Background technology
Water damages, damaged or destroyed by flood occupies the biggest proportion in highway subgrade disease, increasingly payes attention to highway drainage in Road Design
System perfect.Such as, Chinese patent (CN 201220119214) discloses a kind of highway pavement and dredges weeper drain, bag
Including and dig out longitudinal strip ditch in runway and footpath junction along road direction, pad laid the most successively by this longitudinal strip ditch
Layer, stone layer, middle husky loaded filter, the steady layer of water, coarse grain formula bitumen concrete layer, particulate formula bitumen concrete layer are to concordant with road surface;Have and stone
Lateral drainage passage that sublayer communicates or lead to passage above.This utility model uses in highway pavement mending course,
Current can be guided to flow out road surface by the french drain technology of dredging, it is ensured that highway pavement intensity, effect a radical cure surface gathered water crux, resistance
Sealing stream damages road surface, solves the technical barrier in pavement patching, it is to avoid situation bad after repairing before road surface occurs, and ensures road
Road unimpeded, decreases maintenance cost.But highway french drain mostly is simple infiltration rubble column structure at present, uses masonry method to execute
Work, its major defect or deficiency be mainly manifested in: existing blind ditch construction difficult quality controls;Execavated rockmass soil internal water is the most saturating
Cross french drain metalling to enter inside roadbed.
Summary of the invention
For solving above-mentioned technical problem, this utility model provides a kind of gutter and french drain integration drainage system,
On the basis of simple and practical, execavated rockmass soil internal water can be stoped to enter roadbed, get rid of execavated rockmass soil to a greater extent
Internal water, it is to avoid subsurface flow washes away roadbed and forms cavity.
A kind of gutter described in the utility model and french drain integration drainage system, described drainage system includes gutter
Main body 1, french drain main body 2, anti-seepage geotextile 3, PVC soakaway trench 4 with holes, metalling 5 and infiltration geotextiles 6;Described gutter main body 1
The gutter projection 8 of bottom matches with the french drain groove 7 at french drain main body 2 top, is assembled into integral type drainage system;Described antiseepage
Geotextiles 3 is located at bottom french drain and side;Described PVC soakaway trench 4 with holes longitudinally spreads above the anti-seepage geotextile 3 bottom french drain
If;Described metalling 5 backfills inside french drain;Described infiltration geotextiles 6 is laid on outside metalling.
A kind of gutter described in the utility model and french drain integration drainage system, described gutter main body 1 is prominent in band
The concave shape risen, french drain main body 2 is in groove up-narrow and down-wide I-shaped.
A kind of gutter described in the utility model and french drain integration drainage system, described gutter main body 1 and french drain
Main body 2 is made up of cement concrete material.
A kind of gutter described in the utility model and french drain integration drainage system, for introversion 8-bottom described french drain
The inclined-plane of 12%.
A kind of gutter described in the utility model and french drain integration drainage system, described gutter main body 1 and french drain
Main body 2 is prefabricated section and is formed by connecting, and each prefabricated segment length is 2.0m-2.5m.
Compared with prior art, gutter described in the utility model and french drain integration drainage system have the most excellent
Point: french drain is along roadbed laterally for closing water-stop structure, and in preventing side slope, moisture penetrates into inside roadbed;Use precast construction, gutter
Bottom is prominent to be placed in french drain groove so that gutter is connected firmly with french drain;Use precast construction, it is easy to mass processing, and
And compare tradition french drain and gutter, construction quality is easily guaranteed that, and is easily installed, the reduction of erection time.
Accompanying drawing explanation
Fig. 1 is existing common gutter and french drain schematic diagram.Fig. 2 is this utility model elevational schematic view.Fig. 3 is this
French drain elevation after prefabricated in utility model.Fig. 4 is that the B-B of Fig. 3 is to schematic diagram.Fig. 5 is that the A-A of Fig. 3 is to schematic diagram.Figure
6 is the elevation after gutter is prefabricated in this utility model.Fig. 7 is that the C-C of Fig. 3 is to schematic diagram.Fig. 8 is that the D-D of Fig. 3 is to signal
Figure.1-gutter main body, 2-french drain main body, 3-anti-seepage geotextile, 4-pvc pipe with holes, 5-metalling, 6-infiltration geotextiles, 7-are blind
Ditch groove, 8-gutter projection, 101-gutter main body A, 102-french drain main body A, 103-infiltration geotextiles A, 104-metalling A,
105-anti-seepage geotextile A, 106-pvc pipe with holes A;107-stage for heaping debris.
Detailed description of the invention
Below in conjunction with specific embodiment to quick reparation pressure on circular reinforced concrete culvert tube coupling described in the utility model between
The structure of seam is described further, but protection domain of the present utility model is not limited to this.
Embodiment 1
During design, select gutter and the width of french drain, the degree of depth and thickness according to Highways ' rainfall situation, for guaranteeing knot
Structure intensity, gutter and french drain can join appropriate reinforcing bar.Often save prefabricated gutter and french drain length can select according to its size dimension.Roadbed
After french drain excavation, reply substrate processes, and makes substrate meet requirement for bearing capacity, can use to change and fill out sand during base bearing capacity deficiency
Gravel or dirt.After french drain main body is installed, lay waterproof geotextiles, embedding PVC drain pipe with holes in time and backfill rubble, with holes
The quantity of burying underground of pvc pipe determines according to water content of soil and rainfall.Gutter and french drain answer the fissure of displacement to install, and two adjacent sections connects
Filled bitumen loose hemp fiber at gap, and use heated bitumen embedding.
A kind of gutter and french drain integration drainage system, described drainage system include gutter main body 1, french drain main body 2,
Anti-seepage geotextile 3, PVC soakaway trench 4 with holes, metalling 5 and infiltration geotextiles 6;Gutter projection 8 bottom described gutter main body 1
Match with the french drain groove 7 at french drain main body 2 top, be assembled into integral type drainage system;Described anti-seepage geotextile 3 is located at french drain
Bottom and side;Described PVC soakaway trench 4 with holes is longitudinally laid above the anti-seepage geotextile 3 bottom french drain;Described metalling 5
Backfill is inside french drain;Described infiltration geotextiles 6 is laid on outside metalling.The described gutter main body 1 concave shape in band projection,
French drain main body 2 is in groove up-narrow and down-wide I-shaped.Described gutter main body 1 and french drain main body 2 are by cement concrete material
Make.For the inclined-plane of introversion 10% bottom described french drain.Described gutter main body 1 and french drain main body 2 are prefabricated section and are formed by connecting,
Each prefabricated segment length is 2.3m.
Compared with prior art, gutter described in the utility model and french drain integration drainage system have the most excellent
Point: french drain is along roadbed laterally for closing water-stop structure, and in preventing side slope, moisture penetrates into inside roadbed;Use precast construction, gutter
Bottom is prominent to be placed in french drain groove so that gutter is connected firmly with french drain;Use precast construction, it is easy to mass processing, and
And compare tradition french drain and gutter, construction quality is easily guaranteed that, and is easily installed, the reduction of erection time.
Claims (5)
1. a gutter and french drain integration drainage system, it is characterised in that described drainage system includes gutter main body
(1), french drain main body (2), anti-seepage geotextile (3), PVC soakaway trench with holes (4), metalling (5) and infiltration geotextiles (6);Described
The gutter projection (8) of gutter main body (1) bottom matches with the french drain groove (7) at french drain main body (2) top, is assembled into integral type
Drainage system;Described anti-seepage geotextile (3) is located at bottom french drain and side;Described PVC soakaway trench (4) with holes is along bottom french drain
Anti-seepage geotextile (3) top is longitudinally laid;Described metalling (5) backfills inside french drain;Described infiltration geotextiles (6) is laid on
Outside metalling.
A kind of gutter the most according to claim 1 and french drain integration drainage system, it is characterised in that described gutter
The main body (1) concave shape in band projection, french drain main body (2) is in groove up-narrow and down-wide I-shaped.
A kind of gutter the most according to claim 1 and french drain integration drainage system, it is characterised in that described gutter
Main body (1) and french drain main body (2) are made up of cement concrete material.
A kind of gutter the most according to claim 1 and french drain integration drainage system, it is characterised in that described french drain
Bottom is the inclined-plane of introversion 8-12%.
A kind of gutter the most according to claim 1 and french drain integration drainage system, it is characterised in that described gutter
Main body (1) and french drain main body (2) are prefabricated section and are formed by connecting, and each prefabricated segment length is 2.0m-2.5m.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620415716.2U CN205662802U (en) | 2016-05-10 | 2016-05-10 | Gutter and french drain integration drainage system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620415716.2U CN205662802U (en) | 2016-05-10 | 2016-05-10 | Gutter and french drain integration drainage system |
Publications (1)
Publication Number | Publication Date |
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CN205662802U true CN205662802U (en) | 2016-10-26 |
Family
ID=57161415
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201620415716.2U Expired - Fee Related CN205662802U (en) | 2016-05-10 | 2016-05-10 | Gutter and french drain integration drainage system |
Country Status (1)
Country | Link |
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CN (1) | CN205662802U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106758626A (en) * | 2017-01-20 | 2017-05-31 | 吉林省交通科学研究所 | A kind of seasonal frost region wetland filled-up ground both sides shallow seated groundwater connectivity structure |
CN112144425A (en) * | 2020-09-14 | 2020-12-29 | 中国电建市政建设集团有限公司 | Box culvert drainage ditch pouring method located at high water level and in sandy soil environment |
-
2016
- 2016-05-10 CN CN201620415716.2U patent/CN205662802U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106758626A (en) * | 2017-01-20 | 2017-05-31 | 吉林省交通科学研究所 | A kind of seasonal frost region wetland filled-up ground both sides shallow seated groundwater connectivity structure |
CN112144425A (en) * | 2020-09-14 | 2020-12-29 | 中国电建市政建设集团有限公司 | Box culvert drainage ditch pouring method located at high water level and in sandy soil environment |
CN112144425B (en) * | 2020-09-14 | 2021-10-29 | 中国电建市政建设集团有限公司 | Box culvert drainage ditch pouring method located at high water level and in sandy soil environment |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
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: 20161026 Termination date: 20190510 |