CN104389293A - Rapid flow groove structure - Google Patents
Rapid flow groove structure Download PDFInfo
- Publication number
- CN104389293A CN104389293A CN201410571894.XA CN201410571894A CN104389293A CN 104389293 A CN104389293 A CN 104389293A CN 201410571894 A CN201410571894 A CN 201410571894A CN 104389293 A CN104389293 A CN 104389293A
- Authority
- CN
- China
- Prior art keywords
- diversion
- layer
- diversion channel
- seal layer
- guiding gutter
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/005—Canals entirely situated above ground level, e.g. on piers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/08—Details, e.g. gates, screens
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
The invention discloses a rapid flow groove structure. The rapid flow groove structure comprises a diversion canal, wherein the diversion canal has a concave structure; a diversion groove is transversely formed in the diversion canal; the two ends of the diversion groove are communicated with the diversion canal; a positioning device is arranged on the lower surface of the diversion canal; the positioning device is fixed on the diversion groove; the bottom of the diversion canal is positioned on an asphalt sealing layer; buffering devices are arranged between the asphalt sealing layer and the diversion groove; the buffering devices pass through the positioning device, and are connected with the asphalt sealing layer; more than one buffering device is provided; a gravel layer is transversely arranged in the asphalt sealing layer; a cambered plate is arranged between the gravel layer and the asphalt sealing layer; the cambered plate is fixed between the gravel layer and the asphalt sealing layer. The rapid flow groove structure is convenient for cleaning sediment, has high temperature difference suitability, is positioned firmly, is easy to splice and overlap, and can be used repeatedly. A good diversion effect can be achieved, and the service life of a rapid flow groove can be prolonged by adjusting the speed of water current.
Description
Technical field
The present invention relates to a kind of water conservancy projects, particularly a kind of chute structure.
Background technology
In hydraulic engineering construction, the utilization of chute very extensive, chute is the form forming escape canal on ground, for having the location of certain slope, current chute mainly adopts concreting, or the mode of building block realizes, this mode is great in constructing amount, and the needs of inadaptable distortion, chute is used as temporary transient draining by the engineering of some water conservancies, after whole completion of works, these chutes need to be removed, and then adopt and to build or the mode of building block is formed.Although stabilized structure is durable, in actual use, due to the problem of longitudinal gradient, the very large water yield can be formed at short notice, cause current too drastic, cause the problem that chute is impaired.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, provides a kind of cleaning being convenient to silt, and temperature difference conformability is strong, firm position, and easy assembled overlap joint, and energy Reusability, can play the chute structure well playing guide functions.
To achieve these goals, the technical solution used in the present invention is such: chute structure of the present invention, comprise diversion channel, diversion channel is for being concave structure, laterally guiding gutter is provided with in diversion channel, guiding gutter two ends and diversion channel are connected, guiding gutter soffit is provided with positioner, positioner is fixed on guiding gutter, be positioned on a bituminous seal layer bottom diversion channel, buffer is provided with between bituminous seal layer and guiding gutter, buffer is connected with bituminous seal layer through positioner, more than one of buffer, sand stone layer is provided with in bituminous seal layer, sand stone layer is horizontally installed in bituminous seal layer, between sand stone layer and bituminous seal layer, cambered plate is installed, cambered plate is fixed between sand stone layer and bituminous seal layer.
Further, as a kind of concrete form of structure, the angle of diversion channel of the present invention and guiding gutter is between 45 degree to 90 degree.
Further, as a kind of concrete form of structure, diversion channel opening part of the present invention is provided with outer.
Further, as a kind of concrete form of structure, cambered plate of the present invention is at least two, and cambered plate is fixed in sand stone layer.
Further, as a kind of concrete form of structure, sand stone layer thickness of the present invention and bituminous seal layer thickness are between 30 to five ten centimetres.
Further, as a kind of concrete form of structure, buffer of the present invention adopts elastomeric material to make.
Compared with prior art, the invention has the advantages that: this chute structure is convenient to the cleaning of silt, temperature difference conformability is strong, firm position, and easy assembled overlap joint, energy Reusability, can playing and well play guide functions, also by regulating water velocity, improving the application life of chute.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention;
In figure: 1. diversion channel; 2. guiding gutter; 3. buffer; 4. positioner; 5. bituminous seal layer; 6. sand stone layer; 7. cambered plate.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention are described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of chute structure of the present invention as shown in Figure 1, comprise diversion channel 1, diversion channel 1 is for being concave structure, laterally guiding gutter 2 is provided with in diversion channel 1, guiding gutter 2 two ends and diversion channel 1 are connected, guiding gutter 2 soffit is provided with positioner 4, positioner 4 is fixed on guiding gutter 2, be positioned on a bituminous seal layer 5 bottom diversion channel 1, buffer 3 is provided with between bituminous seal layer 5 and guiding gutter 2, buffer 3 is connected with bituminous seal layer 5 through positioner 4, more than one of buffer 3, sand stone layer 6 is provided with in bituminous seal layer 5, sand stone layer 6 is horizontally installed in bituminous seal layer 5, cambered plate 7 is installed between sand stone layer 6 and bituminous seal layer 5, cambered plate 7 is fixed between sand stone layer 6 and bituminous seal layer 5, the angle of described diversion channel 1 and guiding gutter 2 is between 45 degree to 90 degree, described diversion channel 1 opening part is provided with outer, described cambered plate 7 is at least two, and cambered plate 7 is fixed in sand stone layer 6, described sand stone layer 6 thickness and bituminous seal layer 5 thickness are between 30 to five ten centimetres, described buffer 3 adopts elastomeric material to make.
Chute structure of the present invention is convenient to the cleaning of silt, and temperature difference conformability is strong, firm position, and easy assembled overlap joint, and energy Reusability, can play and well play guide functions, also by regulating water velocity, improves the application life of chute.The angle of described diversion channel 1 and guiding gutter 2 between 45 degree to 90 degree, water conservancy diversion better effects if; Described diversion channel 1 opening part is provided with outer, prevents overflow phenomena; Described cambered plate 7 is at least two, and cambered plate 7 is fixed in sand stone layer 6, can play unhurried current effect to current; Described sand stone layer 6 thickness and bituminous seal layer 5 thickness, between 30 to five ten centimetres, meet design requirement; Described buffer 3 adopts elastomeric material to make, and has good functional performance.
With above-mentioned according to desirable embodiment of the present invention for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this invention technological thought, can carry out various change and amendment completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to right.
Claims (6)
1. a chute structure, comprise diversion channel, it is characterized in that: diversion channel is for being concave structure, laterally guiding gutter is provided with in diversion channel, guiding gutter two ends and diversion channel are connected, guiding gutter soffit is provided with positioner, positioner is fixed on guiding gutter, be positioned on a bituminous seal layer bottom diversion channel, buffer is provided with between bituminous seal layer and guiding gutter, buffer is connected with bituminous seal layer through positioner, more than one of buffer, sand stone layer is provided with in bituminous seal layer, sand stone layer is horizontally installed in bituminous seal layer, between sand stone layer and bituminous seal layer, cambered plate is installed, cambered plate is fixed between sand stone layer and bituminous seal layer.
2. chute structure according to claim 1, is characterized in that: the angle of described diversion channel and guiding gutter is between 45 degree to 90 degree.
3. chute structure according to claim 1, is characterized in that: described diversion channel opening part is provided with outer.
4. chute structure according to claim 1, is characterized in that: described cambered plate is at least two, and cambered plate is fixed in sand stone layer.
5. chute structure according to claim 1, is characterized in that: described sand stone layer thickness and bituminous seal layer thickness are between 30 to five ten centimetres.
6. chute structure according to claim 1, is characterized in that: described buffer adopts elastomeric material to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410571894.XA CN104389293A (en) | 2014-10-24 | 2014-10-24 | Rapid flow groove structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410571894.XA CN104389293A (en) | 2014-10-24 | 2014-10-24 | Rapid flow groove structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104389293A true CN104389293A (en) | 2015-03-04 |
Family
ID=52607246
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410571894.XA Pending CN104389293A (en) | 2014-10-24 | 2014-10-24 | Rapid flow groove structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104389293A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05263409A (en) * | 1992-03-17 | 1993-10-12 | Hokoku Kogyo Co Ltd | Dust removing device for water channel |
| JP2000001839A (en) * | 1998-06-16 | 2000-01-07 | Seibu Polymer Corp | Impervious structure for sluiceway apron |
| CN202108029U (en) * | 2011-06-15 | 2012-01-11 | 董月兰 | Chute for engineering |
| CN203741778U (en) * | 2014-03-16 | 2014-07-30 | 耿会允 | Water conservancy torrent tank |
| CN203846453U (en) * | 2014-04-28 | 2014-09-24 | 芦彦 | Chute for water conservancy project |
| CN204282305U (en) * | 2014-10-24 | 2015-04-22 | 成都聚智工业设计有限公司 | Chute structure |
-
2014
- 2014-10-24 CN CN201410571894.XA patent/CN104389293A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05263409A (en) * | 1992-03-17 | 1993-10-12 | Hokoku Kogyo Co Ltd | Dust removing device for water channel |
| JP2000001839A (en) * | 1998-06-16 | 2000-01-07 | Seibu Polymer Corp | Impervious structure for sluiceway apron |
| CN202108029U (en) * | 2011-06-15 | 2012-01-11 | 董月兰 | Chute for engineering |
| CN203741778U (en) * | 2014-03-16 | 2014-07-30 | 耿会允 | Water conservancy torrent tank |
| CN203846453U (en) * | 2014-04-28 | 2014-09-24 | 芦彦 | Chute for water conservancy project |
| CN204282305U (en) * | 2014-10-24 | 2015-04-22 | 成都聚智工业设计有限公司 | Chute structure |
Non-Patent Citations (2)
| Title |
|---|
| 曹华昌: "排导槽在泥石流防治中的作用及设计", 《路基工程》, no. 74, 15 October 1997 (1997-10-15), pages 12 - 18 * |
| 曾俊杰: "论沥青路面排水设计的若干方法", 《建材与装饰（下旬刊）》, no. 01, 21 January 2008 (2008-01-21), pages 108 - 109 * |
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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: 20150304 |