CN205894032U - Mud -rock flow row who combines with road leads structure - Google Patents
Mud -rock flow row who combines with road leads structure Download PDFInfo
- Publication number
- CN205894032U CN205894032U CN201620808719.2U CN201620808719U CN205894032U CN 205894032 U CN205894032 U CN 205894032U CN 201620808719 U CN201620808719 U CN 201620808719U CN 205894032 U CN205894032 U CN 205894032U
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- China
- Prior art keywords
- road
- row
- dam
- lead
- special
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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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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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 provides a mud -rock flow row who combines with road leads structure, including setting up arrange and to lead blocking of structure initiating terminal and lead the dam and be in with setting up it switches on to arrange special the arranging of leading the structure terminal, block and lead the dam and switch on respectively and lead the road that the direction excavated and be connected along arranging with special arranging, block and lead the dam and be located arrange the one end of leading the structure and being close to the debris flow gully, special row switches on and is located arrange and lead the structure low reaches, the road is equipped with the escape canal a section of corresponding design protection building. The utility model discloses lead the structure with row and combine the lay -out of road, improved to arrange and led the ability of mountain torrents and mud -rock flow, reduced the operation risk of engineering. Simultaneously, arrange the width that has reduced the building of arranging of leading the structure and combining the road, reduce slope excavation's scale, save the investment of engineering.
Description
Technical field
This utility model is related to a kind of new drainage structure for debris flow being combined with road it is adaptable to water conservancy and hydropower work
Mountain torrents in journey, traffic engineering, debris flow drainage training reason.
Background technology
Under the trend of global warming, more and more obvious to meteorological impact, the extraordinary mountain torrents of superpower EI Nino
There is outburst during with mud-rock flow, cause more serious Loss of Life and property.The water power hydraulic engineering construction mistake of China western mountainous areas
Cheng Zhong, usually has debris flow gully to threaten the safety of lower section building, the measure such as need to lead using row and be administered.Generally,
For the special row's pathway of debris flow gully setting, when the mountain torrents mud-rock flow of super design standard occurs, important building may be affected
Build the safety of thing or normal operation.
How fully to coordinate the arrangement of main structures, farthest control the risk after mountain torrents and debris flow,
Ensure the normal operation of the buildings such as Hydraulic and Hydro-Power Engineering, be the important skill that mountain torrents and debris flow gully arrange guide structure layout design
Art.
Content of the invention
Technical problem to be solved in the utility model is: provides a kind of drainage structure for debris flow being combined with road, energy
Enough raising arranges the ability leading overproof mountain torrents and mud-rock flow, ensures that engineering is normally run, and reduces the construction cost of row's guide structure.
This utility model solves technical problem and be the technical scheme is that
A kind of drainage structure for debris flow being combined with road, leads dam including being arranged on described blocking of row's guide structure initiating terminal
(7) and be arranged on special row's pathway (10) of described row's guide structure end, described blocking leads dam (7) and special row's pathway (10)
It is connected with the road (1) leading direction excavation along row respectively, described blocking leads dam (7) positioned at described row's guide structure near debris flow gully
(9) one end, described special row's pathway (10) is located at described row's guide structure downstream, and described road (1) is in corresponding design protection
One section of building (8) is provided with gutter (3).
While using technique scheme, this utility model can adopt or combination is using skill further below
Art scheme:
Described blocking leads between dam (7) and special row's pathway (10) adapter section being road and row's pathway.
Described road (1) is provided with the concrete guide-wall as guard rail in the side near design protection building (8)
(6).
Described adapter section its end with row guide structure separate formation branch road, detached across Lu Chu be provided with depression section (2) and
Across the road box culvert in gutter (4).
For the debris flow gully of the dilute property of low frequency, arrange guide structure and combine road arrangement, roadside backer slope side sets gutter and meets
The row of design flood leads ability, sets guide-wall and traffic guard rail outside road, and road is as super standard flood and mud-rock flow
Drain passage, this road can interrupt in storm period.The stem of row's guide structure is to block and lead dam, is arranged in inside road, design protection
In the debris flow gully of building upstream.Row's guide structure separates place with reference to road, if discharge culvert meets the excessively stream of design flood,
On road, the depression section of setting makes water or mud-rock flow during the excessively stream of road surface separate with road herein.
The beneficial effects of the utility model are: row's guide structure combines road arrangement, and the row of improve leads mountain torrents and mud-rock flow
Ability, reduces the operation risk of engineering.Meanwhile, row's guide structure reduces the width of building with reference to the arrangement of road, reduces
The scale of slope excavating, saves the investment of engineering.
Brief description
Fig. 1 is horizontal layout schematic diagram of the present utility model.
Fig. 2 is the representative section schematic diagram that row's guide structure of the present utility model is combined with road.
Fig. 3 is that row's guide structure of the present utility model road detached with road indulges curve synoptic diagram.
Fig. 4 is row's guide structure of the present utility model across line structure generalized section detached with road.
Specific embodiment
As shown in accompanying drawing 1 ~ accompanying drawing 4, drainage structure for debris flow of the present utility model, rises including being arranged on described row's guide structure
The blocking of top leads dam 7 and the special row's pathway 10 being arranged on described row's guide structure end, and described blocking leads dam 7 and special row conducting
Road 10 is connected with the road 1 leading direction excavation along row respectively, and described blocking leads dam 7 positioned at described row's guide structure near debris flow gully 9
One end, described special row's pathway 10 is located at described row's guide structure downstream, and described road 1 is in corresponding design protection building 8
One section be provided with gutter 3, be provided with steel guard rail 11 between the road surface 5 of gutter 3 and road 1.
Described blocking leads between dam 7 and special row's pathway 10 adapter section being road and row's pathway.
Described road 1 is provided with the concrete guide-wall 6 as guard rail in the side near design protection building 8.
Described adapter section its end with row guide structure separate formation branch road, detached across Lu Chu be provided with depression section 2 and row
Across the road box culvert in ditch 4.
Specific implementation step of the present utility model is as follows:
1st, excavate and form road foundation 1, and set depression section 2 in road with the row guide structure place of separation；
2nd, excavate the basis of across the road box culvert in gutter 3 and gutter 4 inside road；
3rd, pour water guide outside facing concrete, across the road box culvert in gutter 4, pavement concrete 5 and the road in gutter 3
Wall 6；
4th, blocking of guide structure stem of construction row leads dam 7, is arranged in inside road, the mudstone of design protection building 8 upstream
In stream ditch 9；
5th, it is connected with conventional special row's pathway 10 after row's guide structure of the present utility model is separated with road.
Claims (4)
1. a kind of drainage structure for debris flow being combined with road it is characterised in that: include be arranged on described row's guide structure initiating terminal
Block the special row's pathway (10) led dam (7) and be arranged on described row's guide structure end, described blocking leads dam (7) and special row leads
Passage (10) is connected with the road (1) leading direction excavation along row respectively, and described blocking leads dam (7) positioned at described row's guide structure near mud
One end of rock glacier ditch (9), described special row's pathway (10) is located at described row's guide structure downstream, and described road (1) sets in correspondence
One section of meter protection building (8) is provided with gutter (3).
2. the drainage structure for debris flow being combined with road according to claim 1 it is characterised in that: described blocking leads dam (7)
The adapter section for road and row's pathway and special row's pathway (10) between.
3. the drainage structure for debris flow being combined with road according to claim 1 it is characterised in that: described road (1) exists
Side near design protection building (8) is provided with the concrete guide-wall (6) as guard rail.
4. the drainage structure for debris flow being combined with road according to claim 1 it is characterised in that: described adapter section is at it
End separates formation branch road with row's guide structure, detached is provided with depression section (2) and across the road box culvert in gutter (4) across Lu Chu.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620808719.2U CN205894032U (en) | 2016-07-29 | 2016-07-29 | Mud -rock flow row who combines with road leads structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620808719.2U CN205894032U (en) | 2016-07-29 | 2016-07-29 | Mud -rock flow row who combines with road leads structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205894032U true CN205894032U (en) | 2017-01-18 |
Family
ID=57785562
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620808719.2U Active CN205894032U (en) | 2016-07-29 | 2016-07-29 | Mud -rock flow row who combines with road leads structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205894032U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419640A (en) * | 2017-02-28 | 2017-12-01 | 衡阳市金泓建筑装饰设计有限公司 | A kind of safety-type road slot gutter |
| CN108374386A (en) * | 2018-05-02 | 2018-08-07 | 中国电建集团华东勘测设计研究院有限公司 | Adapt to the compound row's guide structure and its construction method of debris flow scale variation great disparity |
| CN109356097A (en) * | 2018-11-29 | 2019-02-19 | 中国电建集团成都勘测设计研究院有限公司 | The water discharge tunnel makeup of the imports for ditch water process |
-
2016
- 2016-07-29 CN CN201620808719.2U patent/CN205894032U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419640A (en) * | 2017-02-28 | 2017-12-01 | 衡阳市金泓建筑装饰设计有限公司 | A kind of safety-type road slot gutter |
| CN108374386A (en) * | 2018-05-02 | 2018-08-07 | 中国电建集团华东勘测设计研究院有限公司 | Adapt to the compound row's guide structure and its construction method of debris flow scale variation great disparity |
| CN109356097A (en) * | 2018-11-29 | 2019-02-19 | 中国电建集团成都勘测设计研究院有限公司 | The water discharge tunnel makeup of the imports for ditch water process |
| CN109356097B (en) * | 2018-11-29 | 2023-09-19 | 中国电建集团成都勘测设计研究院有限公司 | A drainage tunnel import structure for ditch water treatment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |