CN103061399A - Structure improved gap type drainage channel - Google Patents
Structure improved gap type drainage channel Download PDFInfo
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- CN103061399A CN103061399A CN2013100105259A CN201310010525A CN103061399A CN 103061399 A CN103061399 A CN 103061399A CN 2013100105259 A CN2013100105259 A CN 2013100105259A CN 201310010525 A CN201310010525 A CN 201310010525A CN 103061399 A CN103061399 A CN 103061399A
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- China
- Prior art keywords
- cover plate
- ditch
- ditch body
- type drainage
- slit type
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Abstract
The invention discloses a structure improved gap type drainage channel. The structure improved gap type drainage channel comprises a channel body and a cover plate, drainage holes communicated with a ground gap is formed on the cover plate which is covered on the upper end of an opening side of the channel body, the channel body is shaped in a U structure, and a plurality of strengthening ribs arranged along width direction of the channel body are arranged on one side, facing the channel body, of the cover plate, and can be fittingly inserted in the opening of the channel body. Mounting and positioning between the cover plate and the channel body are realized by arranging the strengthening ribs below the cover plate, the structure improved gap type drainage channel is convenient and simple to mount, horizontal moving of the cover plate is avoided, connecting stability between the cover plate and the channel body is enhanced, and strength of the cover plate is increased.
Description
Technical field
The present invention relates to a kind of gutter, particularly a kind of slit type drainage ditch of architecture advances.
Background technology
Slit type drainage ditch has excellent drainability and self-cleaning property, it can use with the hard pavement material collocation of unlike material, and its profile is succinctly attractive in appearance, in the city, favored very much now, yet the cover plate of at present common slit type drainage ditch and the connected mode of ditch body all are to adopt cover plate to directly overlay on the ditch body, then adopt connector to connect, connect loaded down with trivial detailsly, the loosening even along continuous straight runs slippage of cover plate occurs easily and break away from the ditch body, plumbing causes adverse effect.
Summary of the invention
In order to overcome defects, the invention provides a kind of slit type drainage ditch of architecture advances, the slit type drainage ditch structure of this architecture advances is strong, without the cover plate displacement, uses safety, and is easy for installation.
The present invention for the technical scheme that solves its technical problem and adopt is: a kind of slit type drainage ditch of architecture advances, comprise ditch body and cover plate, be formed with the drain hole that is communicated with the slit, ground on the cover plate, cover plate is covered in ditch body open side upper end, the described ditch body structure that takes the shape of the letter U, cover plate is provided with some reinforcing ribs along ditch body width towards a side of ditch body, and described reinforcing rib be able to be inserted in the ditch body opening.
As a further improvement on the present invention, some reinforcing ribs are arranged along the equidistant parallel interval of ditch body length direction.
As a further improvement on the present invention, described reinforcing rib is the U-shaped structure of mating with the inboard profile of ditch body opening.
As a further improvement on the present invention, take actual user to as benchmark, described ditch body bottom outside wall is provided with outward extending projection.
As a further improvement on the present invention, also be provided with sunk structure on the external sidewall of described ditch.
The invention has the beneficial effects as follows: the present invention is by arranging reinforcing rib below cover plate, realize installation and the location of itself and ditch body, it is easy for installation, simple, has avoided the horizontal shift of cover plate, strengthen the connective stability of cover plate and ditch body, also strengthened the intensity of cover plate.
Description of drawings
Fig. 1 is structural principle schematic diagram of the present invention;
Fig. 2 is that the first of the present invention is used the state front view;
Fig. 3 is that the first of the present invention is used the state left view;
Fig. 4 is that the first of the present invention is used the state top view;
Fig. 5 is that the second of the present invention uses the state front view;
Fig. 6 is that the second of the present invention uses the state left view;
Fig. 7 is that the second of the present invention uses the state top view;
Fig. 8 is that of the present invention the third uses the state front view;
Fig. 9 is that of the present invention the third uses the state left view;
Figure 10 is that of the present invention the third uses the state top view;
Figure 11 is the 4th kind of the present invention and uses the state front view;
Figure 12 is the 4th kind of the present invention and uses the state left view;
Figure 13 is the 4th kind of the present invention and uses the state top view.
The specific embodiment
Embodiment: a kind of slit type drainage ditch of architecture advances, comprise ditch body 1 and cover plate 2, be formed with the drain hole that is communicated with the slit, ground on the cover plate 2, cover plate 2 is covered in ditch body 1 open side upper end, described ditch body 1 structure that takes the shape of the letter U, cover plate 2 is provided with some reinforcing ribs 3 along ditch body 1 width towards a side of ditch body 1, described reinforcing rib 3 be able to be inserted in ditch body 1 opening, the ditch body 1 of U-shaped, its ditch body 1 inner bottom surface is smooth, being convenient to ponding flows, dirty being difficult for causes bottom of trench to stop up at the ditch bottom sediments, and at cover plate 2 reinforcing rib 3 is set, has improved the intensity of cover plate 2 simultaneously, reinforcing rib 3 is arranged in the ditch body 1, it is convenient to the installation location of cover plate 2 on the one hand, it produces restriction to cover plate 2 along ditch body 1 width on the other hand, and cover plate 2 can not produce slippage along ditch body 1 width, guarantees stability and fastness that ditch body 1 is connected with cover plate 2.
Some reinforcing ribs 3 are arranged along the equidistant parallel interval of ditch body 1 length direction, guarantee cover plate 2 each position even intensities.
Described reinforcing rib 3 is the U-shaped structure with the inboard profile coupling of ditch body 1 opening, and reinforcing rib 3 and ditch body 1 no-float are guaranteed easy for installation.
Take actual user to as benchmark, described ditch body 1 bottom outside wall is provided with outward extending protruding 4, after ditch body 1 outside is built by cement, form groove between projection 4 and its lateral wall, cement enters groove, form longitudinal spacing, ditch body 1 is produced anchored force, prevent from occuring in the 1 long-term use procedure of ditch body loosening.
Also be provided with sunk structure on described ditch body 1 lateral wall.
Claims (5)
1. the slit type drainage ditch of an architecture advances, comprise ditch body and cover plate, be formed with the drain hole that is communicated with the slit, ground on the cover plate, cover plate is covered in ditch body open side upper end, it is characterized in that: the described ditch body structure that takes the shape of the letter U, cover plate is provided with some reinforcing ribs along ditch body width towards a side of ditch body, and described reinforcing rib be able to be inserted in the ditch body opening.
2. the slit type drainage ditch of architecture advances according to claim 1 is characterized in that: some reinforcing ribs are arranged along the equidistant parallel interval of ditch body length direction.
3. the slit type drainage ditch of architecture advances according to claim 1 and 2 is characterized in that: described reinforcing rib is the U-shaped structure with the inboard profile coupling of ditch body opening.
4. the slit type drainage ditch of architecture advances according to claim 1 is characterized in that: take actual user to as benchmark, described ditch body bottom outside wall is provided with outward extending projection.
5. the slit type drainage ditch of architecture advances according to claim 4 is characterized in that: also be provided with sunk structure on the external sidewall of described ditch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100105259A CN103061399A (en) | 2013-01-11 | 2013-01-11 | Structure improved gap type drainage channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100105259A CN103061399A (en) | 2013-01-11 | 2013-01-11 | Structure improved gap type drainage channel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103061399A true CN103061399A (en) | 2013-04-24 |
Family
ID=48104264
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013100105259A Pending CN103061399A (en) | 2013-01-11 | 2013-01-11 | Structure improved gap type drainage channel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103061399A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638510A (en) * | 2017-01-10 | 2017-05-10 | 成都佳美嘉科技有限公司 | Hydraulic engineering drainage channel |
| CN106702956A (en) * | 2017-01-04 | 2017-05-24 | 成都佳美嘉科技有限公司 | Protection device for hydraulic engineering |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000144873A (en) * | 1998-11-17 | 2000-05-26 | Nippon Yakin Kogyo Co Ltd | Ditch cover body |
| JP2001095712A (en) * | 1999-09-29 | 2001-04-10 | Sekisui Chem Co Ltd | Cover for drain ditch |
| EP1368544A1 (en) * | 2001-03-16 | 2003-12-10 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage device for surface drainage |
| CN2613292Y (en) * | 2003-04-11 | 2004-04-28 | 刘克荣 | Plane bottom inner circular channel for track and field-sports field |
| JP2005133520A (en) * | 2003-10-29 | 2005-05-26 | Teruo Hatori | Side ditch with slit |
| CN201038690Y (en) * | 2007-04-30 | 2008-03-19 | 许晓明 | Cover plate type cable or water drainage groove |
| CN201447648U (en) * | 2009-07-30 | 2010-05-05 | 吉文涛 | Resin concrete drainage ditch |
| CN203096902U (en) * | 2013-01-11 | 2013-07-31 | 米亚建筑材料（昆山）有限公司 | Structurally modified gap type drainage ditch |
-
2013
- 2013-01-11 CN CN2013100105259A patent/CN103061399A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000144873A (en) * | 1998-11-17 | 2000-05-26 | Nippon Yakin Kogyo Co Ltd | Ditch cover body |
| JP2001095712A (en) * | 1999-09-29 | 2001-04-10 | Sekisui Chem Co Ltd | Cover for drain ditch |
| EP1368544A1 (en) * | 2001-03-16 | 2003-12-10 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage device for surface drainage |
| CN2613292Y (en) * | 2003-04-11 | 2004-04-28 | 刘克荣 | Plane bottom inner circular channel for track and field-sports field |
| JP2005133520A (en) * | 2003-10-29 | 2005-05-26 | Teruo Hatori | Side ditch with slit |
| CN201038690Y (en) * | 2007-04-30 | 2008-03-19 | 许晓明 | Cover plate type cable or water drainage groove |
| CN201447648U (en) * | 2009-07-30 | 2010-05-05 | 吉文涛 | Resin concrete drainage ditch |
| CN203096902U (en) * | 2013-01-11 | 2013-07-31 | 米亚建筑材料（昆山）有限公司 | Structurally modified gap type drainage ditch |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106702956A (en) * | 2017-01-04 | 2017-05-24 | 成都佳美嘉科技有限公司 | Protection device for hydraulic engineering |
| CN106638510A (en) * | 2017-01-10 | 2017-05-10 | 成都佳美嘉科技有限公司 | Hydraulic engineering drainage channel |
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Legal Events
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130424 |