CN203307917U - V-shaped glass fiber reinforced plastic drain ditch - Google Patents
V-shaped glass fiber reinforced plastic drain ditch Download PDFInfo
- Publication number
- CN203307917U CN203307917U CN2013203395155U CN201320339515U CN203307917U CN 203307917 U CN203307917 U CN 203307917U CN 2013203395155 U CN2013203395155 U CN 2013203395155U CN 201320339515 U CN201320339515 U CN 201320339515U CN 203307917 U CN203307917 U CN 203307917U
- Authority
- CN
- China
- Prior art keywords
- glass fiber
- fiber reinforced
- reinforced plastic
- ditch
- ditch body
- 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
Links
Images
Landscapes
- Sewage (AREA)
Abstract
The utility model relates to the technical field of drainage devices, and in particular relates to a V-shaped glass fiber reinforced plastic drain ditch. The bottom of a ditch body has an arc-shaped structure, and the angle or tangent angle of the arc-shaped structure of the bottom of the ditch body is 5-175 degrees; the side wall and the bottom of the ditch body are made of a glass fiber reinforced plastic material. The cross section of the V-shaped glass fiber reinforced plastic drain ditch has a V-shaped design, so that while the bearing capacity of the drain ditch in different fields is ensured, the V-shaped cross section can ensure a larger and more effective drainage flow; garbage is not accumulated and silts do not deposit easily, so that the ditch body has a semi self-cleaning function; the glass fiber reinforced plastic material has functions of breakage prevention and excellent wear resistance, has very good effects of resisting frost, preventing rust and resisting heat, and is very light in weight; the surface of the drain ditch has a smooth capillary structure which can resist chemicals, oil, gasoline, hot asphalt, liquid fertilizers and tartaric acid, does not contain halogen, asbestos and toxic heavy metals, can be flexibly used and has a very high performance price ratio.
Description
Technical field
The utility model relates to the dewatering installation technical field, specifically a kind of V-arrangement glass fiber reinforced plastic gutter.
Background technology
Gutter is near the ponding gutter, catchwater, roadbed to be discharged to the Li De ditch, natural stream of bridges and culverts place or roadbed part, the application in gutter comprises public domain, parking lot, garden and landscape design, the skid pad, track, the cast-in-place existing building concrete of tradition gutter, ditch body cross section is rectangle, from the hydraulics angle, consider, the material surface viscous force is strong, and silt and rubbish are easily piled up in angled place.
Therefore, design when guaranteeing gutter different field load-bearing for the deficiency that overcomes above-mentioned technology, cross-sectional area is guaranteed larger more effective drain discharge; Be difficult for piling up rubbish, silt sediment, ditch body have a kind of V-arrangement glass fiber reinforced plastic gutter of half self-purification function, inventor's problem to be solved just.
Summary of the invention
For the deficiencies in the prior art, the purpose of this utility model is to provide a kind of V-arrangement glass fiber reinforced plastic gutter, and it is simple in structure, easy to use, and when guaranteeing gutter different field load-bearing, cross-sectional area is guaranteed larger more effective drain discharge; Be difficult for piling up rubbish, silt sediment, the ditch body has half self-purification function, and extraordinary practical value is arranged.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of V-arrangement glass fiber reinforced plastic gutter, gutter is comprised of base, sidewall, ditch body bottom, sidewall and bottom of trench bottom embed in base, it is characterized in that: ditch body bottom is arcuate structure, and angle or the tangent line angle of cut of the arc of ditch body bottom are the 5-175 degree.
Further, described sidewall and ditch body bottom are glass steel material.
The beneficial effects of the utility model are:
1, the utility model glass fiber reinforced plastic gutter cross section V-arrangement design, when guaranteeing gutter different field load-bearing, the cross-sectional area of V-arrangement is guaranteed larger more effective drain discharge; Be difficult for piling up rubbish, silt sediment, the ditch body has half self-purification function.
2, glass steel material has breakage-proof, extremely wear-resistant function, extraordinary frost-resistant, antirust, heat-resisting effect can be arranged, glass steel material weight is very light, surface is smooth capillary pipe structure, chemicals-resistant, oil resistant, gasoline, heated bitumen, liquid fertilizer and tartaric acid, halogen-free, asbestos and toxic heavy metal, can be used, cost performance is very high flexibly.
The accompanying drawing explanation
Fig. 1 is the utility model embodiment mono-structural representation.
Fig. 2 is the utility model embodiment bis-structural representations.
Description of reference numerals: 1-base; The 2-sidewall; 3-ditch body bottom.
The specific embodiment
Below in conjunction with specific embodiment, further set forth the utility model, should be understood that these embodiment only are not used in restriction scope of the present utility model be used to the utility model is described.Should be understood that in addition those skilled in the art can make various changes or modifications the utility model after the content of having read the utility model instruction, these equivalent form of values drop on application appended claims limited range equally.
Fig. 1 is the utility model embodiment mono-structural representation, and gutter is comprised of base 1, sidewall 2, ditch body bottom 3, and sidewall 2 and bottom of trench bottom 3 embed in bases 1, the defining of V-arrangement gutter angle, and α is that the V-arrangement ditch body bottom 3 tangent line angles of cut are the 5-175 degree.
Fig. 2 is the utility model embodiment bis-structural representations, and gutter is comprised of base 1, sidewall 2, ditch body bottom 3, and sidewall 2 and bottom of trench bottom 3 embed in base, and ditch body bottom 3 is arcuate structure, and the angle of the arc of ditch body bottom 3 is the 5-175 degree.
The cross section V-arrangement design of the utility model glass fiber reinforced plastic gutter, when guaranteeing gutter different field load-bearing, the cross-sectional area of V-arrangement is guaranteed larger more effective drain discharge; Be difficult for piling up rubbish, silt sediment, the ditch body has half self-purification function.
Claims (2)
1. V-arrangement glass fiber reinforced plastic gutter, gutter is comprised of base, sidewall, ditch body bottom, and sidewall and bottom of trench bottom embed in base, it is characterized in that: ditch body bottom is arcuate structure, and angle or the tangent line angle of cut of the arc of ditch body bottom are the 5-175 degree.
2. a kind of V-arrangement glass fiber reinforced plastic according to claim 1 gutter, is characterized in that: bottom described sidewall and ditch body, be glass steel material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2013203395155U CN203307917U (en) | 2013-06-14 | 2013-06-14 | V-shaped glass fiber reinforced plastic drain ditch |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2013203395155U CN203307917U (en) | 2013-06-14 | 2013-06-14 | V-shaped glass fiber reinforced plastic drain ditch |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203307917U true CN203307917U (en) | 2013-11-27 |
Family
ID=49614134
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2013203395155U Expired - Fee Related CN203307917U (en) | 2013-06-14 | 2013-06-14 | V-shaped glass fiber reinforced plastic drain ditch |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203307917U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111794339A (en) * | 2020-07-04 | 2020-10-20 | 山东艺苑园林工程有限公司 | Drainage ditch for municipal works |
CN113187073A (en) * | 2021-01-29 | 2021-07-30 | 南通德瑞森复合材料有限公司 | U-shaped fiberglass drainage ditch |
-
2013
- 2013-06-14 CN CN2013203395155U patent/CN203307917U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111794339A (en) * | 2020-07-04 | 2020-10-20 | 山东艺苑园林工程有限公司 | Drainage ditch for municipal works |
CN111794339B (en) * | 2020-07-04 | 2021-07-06 | 山东艺苑园林工程有限公司 | Drainage ditch for municipal works |
CN113187073A (en) * | 2021-01-29 | 2021-07-30 | 南通德瑞森复合材料有限公司 | U-shaped fiberglass drainage ditch |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203307917U (en) | V-shaped glass fiber reinforced plastic drain ditch | |
CN103981785A (en) | Pervious concrete paving system with penetration and drainage guide tubes | |
CN204570410U (en) | A kind of dewatering type paving block | |
CN203307919U (en) | U-shaped glass fiber reinforced plastic drain ditch | |
CN207608784U (en) | A kind of drainage arrangement of asphalt roads | |
CN207143648U (en) | A kind of ubbase drain system of embedding careless brick surface layer | |
CN106320494A (en) | Sponge engineering system based on existing urban road and drainage condition and construction method of sponge engineering system | |
CN204039866U (en) | A kind of embed-type permeable flush curb of porous asphalt pavement roadside drainage | |
CN205576686U (en) | Brick permeates water with high stability and splashproof water function | |
CN205676751U (en) | Rainwater infiltration device | |
CN204266137U (en) | A kind of novel municipal porous pavement road drainage structure | |
CN203866664U (en) | Permeable concrete pavement system with permeation and drainage guide pipes | |
CN106087635A (en) | Pervious concrete | |
CN201411615Y (en) | City road water-permeable floor tile | |
CN206157506U (en) | Road subgrade sedimentation preventing facility | |
CN208949676U (en) | A kind of asphalt paving | |
CN205171321U (en) | Prefabricated porous disk | |
CN203795269U (en) | Blind drainage ditch for highway pavement | |
CN204358276U (en) | Concrete ceiling coil | |
CN203307916U (en) | V-shaped resin concrete drain ditch | |
CN208472497U (en) | A kind of municipal road pavement | |
CN206396790U (en) | A kind of comprehensive pipe gallery structure for being easy to rainwater to discharge | |
KR200387852Y1 (en) | Culvert construction for sewage road of soft ground havingenvironmental affinity | |
CN205171307U (en) | Prefabricated porous disk | |
CN204644824U (en) | Road equipment structure |
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: 20131127 Termination date: 20170614 |