CN208202094U - A kind of novel gradient slope culvert outfall drain structure - Google Patents
A kind of novel gradient slope culvert outfall drain structure Download PDFInfo
- Publication number
- CN208202094U CN208202094U CN201820791529.3U CN201820791529U CN208202094U CN 208202094 U CN208202094 U CN 208202094U CN 201820791529 U CN201820791529 U CN 201820791529U CN 208202094 U CN208202094 U CN 208202094U
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- starting
- rhone
- plunge pool
- culvert
- slope
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 14
- 238000000034 method Methods 0.000 description 2
- 230000002950 deficient Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
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Abstract
The utility model relates to highway bridge and culvert engineering, specifically a kind of novel gradient slope culvert outfall drain structure.The discharge structure that the utility model efficiently solves existing gradient slope culvert is easy so that the problem of side slope is seriously washed away, eventually leads to slope instability.A kind of novel gradient slope culvert outfall drain structure, including culvert outlet, starting discharge structure, intermediate discharge structure and stilling pond；Originating discharge structure includes starting plunge pool and starting rhone；The starting plunge pool is set in side slope and is connected with culvert outlet, and the left side wall for originating plunge pool is connected with the upper end of starting rhone；Intermediate discharge structure includes intermediate plunge pool and intermediate rhone；Intermediate plunge pool is horizontally set at the lower section of starting plunge pool along side slope；The right side wall of intermediate plunge pool is connected with the lower end of starting rhone, and left side wall is connected with the upper end of intermediate rhone；Stilling pond is connected with the lower end of intermediate rhone.The utility model is suitable for highway bridge and culvert engineering.
Description
Technical field
The utility model relates to highway bridge and culvert engineering, specifically a kind of novel gradient slope culvert outfall drain structure.
Background technique
The outlet of mountain highway discharge culvert is usually located at the upper zone of side slope, and the water flow being discharged is flowed into along side slope
Bottom of slope.However when encountering side slope and more rising steeply, the water flow dynamic energy along hillslope overland flow is larger, and easy side slope causes defective punching
Brush, especially in mountain highway with a varied topography, horizontal alignment bend is more, and bottom of trench longitudinal slope is larger, and geological structure is changeable, causes
Slope concentration is larger, and then side slope produces bigger effect.If slope surface is loess, due to the structural and under-compacted of loess
Property, under the comprehensive function of rainwater and additional stress, collapsibility is shown as, and be frequently accompanied by generation loess settlement cave, loessial gulch,
Phenomena such as Loess landslide, causes slope instability；If the slope surface rock of side slope is exposed, the water confluence that culvert is discharged is fast, infiltrates less,
Kinetic energy is larger with flow velocity, be easy to form vortex, drop and hydraulic jump in slope foot, seriously destroy slope foot, if things go on like this side slope
Stability constitutes threat.Therefore, it is easy to solve the discharge structure of existing gradient slope culvert so that side slope is seriously washed away,
The problem of eventually leading to slope instability, it is very necessary for designing a kind of discharge structure suitable for gradient slope.
Summary of the invention
The utility model is easy to solve the discharge structure of existing gradient slope culvert so that side slope is seriously washed away, finally
The problem of leading to slope instability, provides a kind of novel gradient slope culvert outfall drain structure.
The utility model adopts the following technical scheme that realization:
A kind of novel gradient slope culvert outfall drain structure, including culvert outlet, starting discharge structure, intermediate draining knot
Structure and stilling pond；Originating discharge structure includes starting plunge pool and starting rhone；The starting plunge pool is set in side slope
And be connected with culvert outlet, the left side wall for originating plunge pool is equipped with starting draining hole；It originates rhone and is laterally arranged along side slope,
And the upper end is connected with starting draining hole；Intermediate discharge structure includes intermediate plunge pool and intermediate rhone；Fall the centre
Pond is horizontally set at the lower section of starting plunge pool along side slope；The right side wall of intermediate plunge pool is equipped with centre and enters water hole mouthful, institute
State it is intermediate enter water hole mouthful be connected with the lower end for originating rhone；The left side wall of intermediate plunge pool is equipped with intermediate scupper mouth；In
Between rhone along side slope laterally be arranged, and the upper end with centre scupper mouth be connected；Stilling pond with baffle wall style is along side slope cross
To the lower section for being set to intermediate plunge pool, the stilling pond is connected with the lower end of intermediate rhone.
It is discharged when water flow is exported from culvert, into starting plunge pool, is introduced into centre under the action of originating rhone
Plunge pool, the water flow into intermediate plunge pool are introduced into stilling pond under the action of intermediate rhone.
Multiple intermediate discharge structures are provided between starting discharge structure and the stilling pond；Multiple intermediate discharge structure edges
Side slope is laterally sequentially connected.
Bellows is equipped in the starting rhone and intermediate rhone.
The starting discharge structure and intermediate discharge structure are embedded in the inside of side slope.
The utility model is designed reasonably, the kinetic energy of water flow quilt when flowing through starting plunge pool, intermediate plunge pool and stilling pond
Cut down step by step, avoid side slope and washed away by flowing water, maintain the stabilization of side slope, protect slope foot, efficiently solves existing steep
The discharge structure of side slope culvert is easy so that the problem of side slope is seriously washed away, eventually leads to slope instability, is suitable for highway bridge
Contain engineering, especially suitable for having the highway compared with gradient slope.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the floor map of the utility model.
In figure: the outlet of 1- culvert, 21- originate plunge pool, and 22- originates rhone, plunge pool among 31-, the draining of the centre 32-
Slot, 4- stilling pond, 41- baffle wall style, 5- side slope.
Specific embodiment
It is described with reference to the accompanying drawings:
A kind of novel gradient slope culvert outfall drain structure, including culvert outlet 1, starting discharge structure, intermediate draining
Structure and stilling pond 4；Originating discharge structure includes starting plunge pool 21 and starting rhone 22；The starting plunge pool 21 is arranged
It is connected in side slope 5 and with culvert outlet 1, the left side wall of starting plunge pool 21 is equipped with starting draining hole；Originate rhone 22
Along the laterally setting of side slope 5, and the upper end is connected with starting draining hole；Intermediate discharge structure includes intermediate plunge pool 31 and centre
Rhone 32；The intermediate plunge pool 31 is horizontally set at the lower section of starting plunge pool 21 along side slope 5；The right side of intermediate plunge pool 31
Side wall is equipped with centre and enters water hole mouthful, and the centre enters water hole mouthful and is connected with the lower end of starting rhone 22；Intermediate plunge pool 31
Left side wall be equipped with intermediate scupper mouth；Intermediate rhone 32 is laterally arranged along side slope 5, and the upper end and intermediate scupper mouth
Linking；Stilling pond 4 with baffle wall style 41 is horizontally set at the lower section of intermediate plunge pool 31 along side slope 5, and the stilling pond 4 is in
Between rhone 32 lower end linking.
Further, it originates between discharge structure and stilling pond 4 and is provided with multiple intermediate discharge structures；Multiple intermediate drainings
Structure is laterally sequentially connected along side slope 5.
Further, bellows is equipped in the starting rhone 22 and intermediate rhone 32.
Further, the starting discharge structure and intermediate discharge structure are embedded in the inside of side slope 5.
In specific implementation process:
The bottom that the centre of intermediate plunge pool 31 enters water hole mouthful is higher than the bottom of intermediate plunge pool 31；Intermediate plunge pool 31
The bottom of intermediate scupper mouth is higher than the bottom of intermediate plunge pool 31.
Claims (4)
1. a kind of novel gradient slope culvert outfall drain structure, it is characterised in that: including culvert outlet (1), starting draining knot
Structure, intermediate discharge structure and stilling pond (4)；Originating discharge structure includes starting plunge pool (21) and starting rhone (22)；Institute
It states starting plunge pool (21) to be set on side slope (5) and be connected with culvert outlet (1), the left side wall of starting plunge pool (21) is equipped with
Starting draining hole；It originates rhone (22) and is laterally arranged along side slope (5), and the upper end is connected with starting draining hole；It is intermediate
Discharge structure includes intermediate plunge pool (31) and intermediate rhone (32)；The intermediate plunge pool (31) laterally sets along side slope (5)
It is placed in the lower section of starting plunge pool (21)；The right side wall of intermediate plunge pool (31) is equipped with centre and enters water hole mouthful, and the centre enters
Water hole mouthful is connected with the lower end of starting rhone (22)；The left side wall of intermediate plunge pool (31) is equipped with intermediate scupper mouth；In
Between rhone (32) along side slope (5) laterally be arranged, and the upper end with centre scupper mouth be connected；The power that disappears with baffle wall style (41)
Pond (4) is horizontally set at the lower section of intermediate plunge pool (31), the stilling pond (4) and intermediate rhone (32) along side slope (5)
Lower end linking.
2. the novel gradient slope culvert outfall drain structure of one kind according to claim 1, it is characterised in that: starting draining
Multiple intermediate discharge structures are provided between structure and stilling pond (4)；Multiple intermediate discharge structures laterally successively connect along side slope (5)
It connects.
3. the novel gradient slope culvert outfall drain structure of one kind according to claim 1 or 2, it is characterised in that: described
Bellows is equipped in starting rhone (22) and intermediate rhone (32).
4. the novel gradient slope culvert outfall drain structure of one kind according to claim 3, it is characterised in that: the starting
Discharge structure and intermediate discharge structure are embedded in the inside of side slope (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820791529.3U CN208202094U (en) | 2018-05-25 | 2018-05-25 | A kind of novel gradient slope culvert outfall drain structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820791529.3U CN208202094U (en) | 2018-05-25 | 2018-05-25 | A kind of novel gradient slope culvert outfall drain structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208202094U true CN208202094U (en) | 2018-12-07 |
Family
ID=64515539
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820791529.3U Expired - Fee Related CN208202094U (en) | 2018-05-25 | 2018-05-25 | A kind of novel gradient slope culvert outfall drain structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208202094U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997163A (en) * | 2020-08-07 | 2020-11-27 | 长江勘测规划设计研究有限责任公司 | Embankment-road integrated engineering cable trench drainage structure and drainage method thereof |
| CN113338419A (en) * | 2021-07-01 | 2021-09-03 | 上海交通大学 | Common pipe ditch for farmland |
-
2018
- 2018-05-25 CN CN201820791529.3U patent/CN208202094U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997163A (en) * | 2020-08-07 | 2020-11-27 | 长江勘测规划设计研究有限责任公司 | Embankment-road integrated engineering cable trench drainage structure and drainage method thereof |
| CN113338419A (en) * | 2021-07-01 | 2021-09-03 | 上海交通大学 | Common pipe ditch for farmland |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 030032 Shanxi Transportation Science and Technology Park, 27 Wuluo Street, Xiaodian District, Taiyuan City, Shanxi Province Patentee after: SHANXI PROVINCIAL TRAFFIC PLANNING SURVEY AND DESIGN INSTITUTE Co.,Ltd. Address before: 030012 No. 69 Bianzhou South Road, Taiyuan City, Shanxi Province Patentee before: SHANXI TRAFFIC PLANNING PROSPECTING & DESIGN INSTITUTE |
|
| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181207 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |