CN205329636U - Hydraulic engineering's retaining wall - Google Patents
Hydraulic engineering's retaining wall Download PDFInfo
- Publication number
- CN205329636U CN205329636U CN201620058366.9U CN201620058366U CN205329636U CN 205329636 U CN205329636 U CN 205329636U CN 201620058366 U CN201620058366 U CN 201620058366U CN 205329636 U CN205329636 U CN 205329636U
- Authority
- CN
- China
- Prior art keywords
- slope
- barricade
- retaining wall
- hydraulic engineering
- pedestal
- 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
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- Revetment (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a hydraulic engineering's retaining wall belongs to the hydraulic engineering field. It includes the slope, barricade and base, slope and barricade setting are on the base, the slope, barricade and base form a recess, be provided with the pull rod on the barricade, the middle part and the upper end of slope and barricade are connected through connecting rod and revetment respectively, the base bottom is provided with the fender tooth, the base front end is provided with the escape canal, the slope front portion is provided with the cusp slope, be provided with catch water drain and waterway on the cusp slope, waterway and escape canal intercommunication, the slope bottom is provided with the drain pipe, be provided with the net that permeates water on the drain pipe, the drain pipe both ends communicate with recess and escape canal respectively. The utility model provides a pair of hydraulic engineering's retaining wall has durable, and simple structure, cost are hanged down, and it can be good to keep off soil nature, and the rainwater can in time be discharged, can carry out the advantage of afforesting.
Description
Technical field
This utility model relates to the retaining wall of a kind of hydraulic engineering, belongs to hydraulic engineering field。
Background technology
Retaining wall can effectively prevent up stream slope generation slump in hydraulic engineering, avalanche, ruin, and the artificial high gradient slope built can be stablized to a certain extent, avoid the generation of landslide phenomenon, as can be seen here, retaining wall has requisite importance in hydraulic engineering construction, additionally, DESIGN OF RETAINING WALLS also has large effect for the aesthetic values of hydraulic engineering, both artistic and practical retaining wall is possible not only to gear soil, dash, it it is hydraulic engineering safe operation, safeguard the important leverage of country and people life property safety, also it is the beautiful view of hydraulic engineering and ecological environment harmonious development, apply extremely extensive。Retaining wall has multiple application form, such as load retaining wall, cantilevered, gravity type, half gravity type etc.。
But it is short that general water conservancy retaining wall exists service life, cost is high, and gear soil nature can be bad, it is easy to by rain drop erosion, it is impossible to carry out the shortcomings such as greening。
Utility model content
In view of this, this utility model provides the retaining wall of a kind of hydraulic engineering, has durable in use, and simple in construction, cost are low, and gear soil nature can be good, and rainwater can be discharged in time, it is possible to carries out the advantage afforested。
This utility model solves above-mentioned technical problem by techniques below means:
The retaining wall of a kind of hydraulic engineering of the present utility model, it includes slope, barricade and pedestal, described slope and dams setting are on pedestal, described slope, barricade and pedestal form a groove, described barricade is provided with pull bar, the middle part of slope and barricade and upper end connect respectively through connecting rod and revetment, described base bottom is provided with gear tooth, pedestal front end is provided with gutter, front portion, slope is provided with dentation slope, dentation slope is provided with collecting gutter and waterway, waterway connects with gutter, drain pipe it is provided with bottom slope, drain pipe is provided with permeable net, drain pipe two ends connect with groove and gutter respectively。
Angle between described slope and pedestal is 5 °～60 °, and the angle between described barricade and pedestal is 60 °～90 °。
It is filled with soil stone in groove, described revetment is provided with implantation hole, implantation hole is planted and is implanted with plant。
Described slope, barricade and pedestal adopt reinforced concrete structure。
Described connecting rod is arranged in groove, and revetment is arranged on groove top。
Collecting gutter is parallel to the ground, and collecting gutter is together in series by waterway。
The beneficial effects of the utility model: the retaining wall of a kind of hydraulic engineering of the present utility model, slope, barricade and pedestal form a groove, soil stone it is filled with in groove, both cost can have been reduced, the deadweight of retaining wall can be improved again, base bottom is provided with gear tooth, barricade is provided with pull bar, the earth-catching property of retaining wall can be improved, binding ability that simultaneously can be higher with the ground of surrounding, pedestal front end is provided with gutter, dentation slope is provided with collecting gutter and waterway, waterway connects with gutter, collecting gutter is parallel to the ground, collecting gutter is together in series by waterway, the drainage performance of rainwater can be improved, rainwater can be discharged in time, avoid rainwater washing away retaining wall, revetment is provided with implantation hole, implantation hole is planted and is implanted with plant, retaining wall can be afforested。
Accompanying drawing explanation
Below in conjunction with drawings and Examples, this utility model is further described。
Fig. 1 is structural representation of the present utility model,
Fig. 2 is the structural representation on this utility model slope。
Wherein, 1 slope, 2, barricade, 3, pedestal, 4, pull bar, 5, connecting rod, 6, revetment, 7, gear tooth, 8, gutter, 9, dentation slope, 10, collecting gutter, 11, waterway, 12, drain pipe, 13, permeable net, 14, implantation hole。
Detailed description of the invention
Below with reference to accompanying drawing, this utility model is described in detail, as depicted in figs. 1 and 2: the retaining wall of a kind of hydraulic engineering of the present embodiment, it includes slope 1, barricade 2 and pedestal 3, described slope 1 and barricade 2 are arranged on pedestal 3, described slope 1, barricade 2 and pedestal 3 form a groove, described barricade 2 is provided with pull bar 4, the middle part of slope 1 and barricade 2 and upper end connect respectively through connecting rod 5 and revetment 6, gear tooth 7 it is provided with bottom described pedestal 3, pedestal 3 front end is provided with gutter 8, front portion, slope 1 is provided with dentation slope 9, dentation slope 9 is provided with collecting gutter 10 and waterway 11, waterway 11 connects with gutter 8, drain pipe 12 it is provided with bottom slope 1, drain pipe 12 is provided with permeable net 13, drain pipe 12 two ends connect with groove and gutter 8 respectively。
Angle between described slope 1 and pedestal 3 is 5 °～60 °, and the angle between described barricade 2 and pedestal 3 is 60 °～90 °。These angles can farthest improve the gear soil nature energy of retaining wall。
It is filled with soil stone in groove, described revetment 6 is provided with implantation hole 14, implantation hole 14 is planted and is implanted with plant。Can planting plants, for the greening of retaining wall。
Described slope 1, barricade 2 and pedestal 3 adopt reinforced concrete structure。The intensity of retaining wall can be improved。
Described connecting rod 5 is arranged in groove, and revetment 6 is arranged on groove top。Slope 1 and barricade 2 can be linked together。
Collecting gutter 10 is parallel to the ground, and collecting gutter 10 is together in series by waterway 11。In time rainwater can be discharged, it is to avoid rain drop erosion retaining wall。
A kind of retaining wall of hydraulic engineering, slope 1, barricade 2 and pedestal 3 form a groove, soil stone it is filled with in groove, both cost can have been reduced, the deadweight of retaining wall can be improved again, gear tooth 7 it is provided with bottom pedestal 3, barricade 2 is provided with pull bar 4, the earth-catching property of retaining wall can be improved, binding ability that simultaneously can be higher with the ground of surrounding, pedestal 3 front end is provided with gutter 8, dentation slope 9 is provided with collecting gutter 10 and waterway 11, waterway 11 connects with gutter 12, collecting gutter 10 is parallel to the ground, collecting gutter 10 is together in series by waterway 11, the drainage performance of rainwater can be improved, rainwater can be discharged in time, avoid rainwater washing away retaining wall, revetment 6 is provided with implantation hole 14, implantation hole 14 is planted and is implanted with plant, retaining wall can be afforested。
What finally illustrate is, above example is only in order to illustrate the technical solution of the utility model and unrestricted, although this utility model being described in detail with reference to preferred embodiment, it will be understood by those within the art that, the technical solution of the utility model can be modified or equivalent replacement, without deviating from objective and the scope of technical solutions of the utility model, it all should be encompassed in the middle of right of the present utility model。
Claims (6)
1. the retaining wall of a hydraulic engineering, it is characterized in that: include slope (1), barricade (2) and pedestal (3), described slope (1) and barricade (2) are arranged on pedestal (3), described slope (1), barricade (2) and pedestal (3) form a groove, described barricade (2) is provided with pull bar (4), the middle part of slope (1) and barricade (2) and upper end connect respectively through connecting rod (5) and revetment (6), described pedestal (3) bottom is provided with gear tooth (7), pedestal (3) front end is provided with gutter (8), slope (1) front portion is provided with dentation slope (9), dentation slope (9) is provided with collecting gutter (10) and waterway (11), waterway (11) connects with gutter (8), bottom, slope (1) is provided with drain pipe (12), drain pipe (12) is provided with permeable net (13), drain pipe (12) two ends connect with groove and gutter (8) respectively。
2. the retaining wall of a kind of hydraulic engineering according to claim 1, it is characterized in that: the angle between described slope (1) and pedestal (3) is 5 °～60 °, the angle between described barricade (2) and pedestal (3) is 60 °～90 °。
3. the retaining wall of a kind of hydraulic engineering according to claim 1, it is characterised in that: being filled with soil stone in groove, described revetment (6) is provided with implantation hole (14), upper kind of implantation hole (14) is implanted with plant。
4. the retaining wall of a kind of hydraulic engineering according to claim 1, it is characterised in that: described slope (1), barricade (2) and pedestal (3) adopt reinforced concrete structure。
5. the retaining wall of a kind of hydraulic engineering according to claim 1, it is characterised in that: described connecting rod (5) is arranged in groove, and revetment (6) is arranged on groove top。
6. the retaining wall of a kind of hydraulic engineering according to claim 1, it is characterised in that: collecting gutter (10) is parallel to the ground, and collecting gutter (10) is together in series by waterway (11)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620058366.9U CN205329636U (en) | 2016-01-16 | 2016-01-16 | Hydraulic engineering's retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620058366.9U CN205329636U (en) | 2016-01-16 | 2016-01-16 | Hydraulic engineering's retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205329636U true CN205329636U (en) | 2016-06-22 |
Family
ID=56196731
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620058366.9U Expired - Fee Related CN205329636U (en) | 2016-01-16 | 2016-01-16 | Hydraulic engineering's retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205329636U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162295A (en) * | 2018-11-02 | 2019-01-08 | 浙江省工程物探勘察院 | A kind of cast-in-situ steel reinforced concrete gravity retaining wall structure and its construction method |
| CN114045783A (en) * | 2021-11-12 | 2022-02-15 | 中国十七冶集团有限公司 | Retaining wall for hydraulic engineering and construction method |
-
2016
- 2016-01-16 CN CN201620058366.9U patent/CN205329636U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162295A (en) * | 2018-11-02 | 2019-01-08 | 浙江省工程物探勘察院 | A kind of cast-in-situ steel reinforced concrete gravity retaining wall structure and its construction method |
| CN114045783A (en) * | 2021-11-12 | 2022-02-15 | 中国十七冶集团有限公司 | Retaining wall for hydraulic engineering and construction method |
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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 |
Granted publication date: 20160622 Termination date: 20170116 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |