CN107859057A - A kind of retaining wall for hydraulic engineering - Google Patents
A kind of retaining wall for hydraulic engineering Download PDFInfo
- Publication number
- CN107859057A CN107859057A CN201711324176.2A CN201711324176A CN107859057A CN 107859057 A CN107859057 A CN 107859057A CN 201711324176 A CN201711324176 A CN 201711324176A CN 107859057 A CN107859057 A CN 107859057A
- Authority
- CN
- China
- Prior art keywords
- roller
- spud pile
- baffle plate
- circular arc
- dams
- 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
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 9
- 230000001105 regulatory effect Effects 0.000 abstract description 2
- 239000002689 soil Substances 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- 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
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Revetment (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a kind of retaining wall for hydraulic engineering, including dykes and dams, revetment, fixed plate, the retaining wall structure that this is used for hydraulic engineering is simple, by adding circular arc baffle plate and cam structure, motor drive lower cam structure can with water number regulated and controled, circular arc baffle plate lifting to corresponding height, the cooperation of first roller and the second roller allows circular arc baffle plate easily to be moved up and down on straight guide and arc guide rail, the cambered design of circular arc baffle plate can be such that water does not trickle down to bottom surface, directly return in lake when coming.Meanwhile pass through the cooperation of the first spud pile, the second spud pile, the first locating pin and the second locating pin so that this retaining wall for being used for hydraulic engineering is securely seated between embankment, has very strong practicality.
Description
Technical field
The present invention relates to hydraulic engineering field, specially a kind of retaining wall for hydraulic engineering.
Background technology
In recent years, often report has flood everywhere inside news.The harm of flood is it is clear that destruction crops, destroy
Public facility construction etc..Then, various waterproof dams are with regard to consequentiality.In recent years, large-scale dykes and dams all use high-tech reinforcing bar
Cement works.For these dams when in face of soil losses, dash effect is relatively simple, can only be constant, is not easy to adjust.
The content of the invention
It is an object of the invention to provide a kind of retaining wall for hydraulic engineering, to solve to propose in above-mentioned background technology
The problem of.
To achieve the above object, the present invention provides following technical scheme：A kind of retaining wall for hydraulic engineering, including dike
Dam, revetment, fixed plate, revetment are connected with the dykes and dams, the dykes and dams are interspersed with the second spud pile, and second spud pile is opened
There is groove hole, circular arc baffle plate is installed in groove hole, the side wall of circular arc baffle plate one is fixedly installed straight guide, the lateral wall of straight guide
Vertical to be fixedly connected with the first locating pin, first locating pin is inserted in dykes and dams, and another side wall of circular arc baffle plate, which is fixed, to be set
Arc guide rail is equipped with, arc guide rail is connected with the second locating pin, and second locating pin is inserted in dykes and dams；
The circular arc baffle plate lower end is connected with rubber blanket, and rubber blanket is connected with motion bar, and the motion bar is socketed in sleeve
Interior, the sleeve is fixedly connected on the two side of the groove in the second spud pile, and motion bar lower end is fixedly connected with the 3rd roller, institute
Stating the 3rd roller lower end and contradicting has cam, and the cam is fixedly connected with the rotating shaft on motor, the motor and dykes and dams table
Face is fixedly connected；
First support is interspersed with inside the straight guide, the first roller is rotatably connected in first support；
Second support is interspersed with inside the arc guide rail, second support is rotatably connected to the second roller, and the first roller
And second clamp circular arc baffle plate between roller；
The dykes and dams are interspersed with the first spud pile, there is securing plate, the first spud pile side wall connection on the first spud pile
There is one end of fixed block, the fixed block other end is connected with the second spud pile.
Preferably, the first roller being rotatablely connected on first rolling wheel support has 20, and between the first roller
It is even to be placed equidistant.
Preferably, the second roller being rotatablely connected on second rolling wheel support has 14, and between the second roller
It is even to be placed equidistant.
Preferably, 1/2 of diameter at least above the first roller diameter of second roller.
Preferably, first spud pile and the second spud pile perpendicular to ground and are parallel to each other.
Compared with prior art, the beneficial effects of the invention are as follows：The retaining wall structure that this is used for hydraulic engineering is simple, passes through
Add circular arc baffle plate and cam structure, motor drive lower cam can with water number regulated and controled, circular arc baffle plate
Lifted, be reduced to corresponding height, the cooperation of the first roller and the second roller allows circular arc baffle plate in straight guide and circular arc
Easily moved up and down on guide rail, the cambered design of circular arc baffle plate can be such that water does not trickle down to bottom surface, directly return to lake when coming
In pool.Meanwhile pass through the cooperation of the first spud pile, the second spud pile, the first locating pin and the second locating pin so that this is used for water
The retaining wall of sharp engineering is securely seated between on embankment, after the structure, when in face of the rise and reduction of water,
Targetedly automatically adjust, there is very strong practicality.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is local A structural representations；
Fig. 3 is local B structure schematic diagram.
In figure：Dykes and dams 1, revetment 2, fixed plate 3, circular arc baffle plate 4, the first spud pile 5, the second spud pile 6, fixed block 7, plus
Gu plate 8, cam 9, the 3rd roller 10, rubber blanket 11, straight guide 12, the first locating pin 13, the first roller 14, first support 15,
Second roller 16, the second locating pin 17, arc guide rail 18, second support 19.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
Fig. 1-3 are referred to, the present invention provides a kind of technical scheme：
A kind of retaining wall for hydraulic engineering, including dykes and dams 1, revetment 2, fixed plate 3, revetment 2 is connected with dykes and dams 1,
Dykes and dams 1 are interspersed with the second spud pile 6, and the second spud pile 6 is provided with groove hole, and circular arc baffle plate 4, circular arc baffle plate 4 one are provided with groove hole
Side wall is fixedly installed straight guide 12, and the lateral wall of straight guide 12 is vertically fixedly connected with the first locating pin 13, the first locating pin
In 13 insertion dykes and dams 1,4 another side wall of circular arc baffle plate is fixedly installed arc guide rail 18, and arc guide rail 18 is connected with the second positioning
Nail 17, the second locating pin 17 are inserted in dykes and dams 1；The lower end of circular arc baffle plate 4 is connected with rubber blanket 11, and the lower end of circular arc baffle plate 4 is connected with
Rubber blanket 11, rubber blanket 11 are connected with motion bar, and motion bar is socketed in sleeve, and sleeve is fixedly connected in the second spud pile 6
Groove two side on, motion bar lower end is fixedly connected with the 3rd roller 10, and the lower end of the 3rd roller 10, which contradicts, cam 9, cam 9 with
Rotating shaft on motor is fixedly connected, and motor is fixedly connected with the surface of dykes and dams 1；First support is interspersed with inside straight guide 12
15, the first roller 14 is rotatably connected in first support 15；Second support 19, second support 19 are interspersed with inside arc guide rail 18
The second roller 16 is rotatably connected to, and circular arc baffle plate 4 is clamped between the first roller 14 and the second roller 16；Dykes and dams 1 are interspersed with
One spud pile 5, there is securing plate 8 on the first spud pile 5, the side wall of the first spud pile 5 is connected with one end of fixed block 7, fixed block 7
It is connected with the second spud pile 6.
The first roller 14 being rotatablely connected in first support 15 has 20, and is uniformly equidistantly set between the first roller 14
Put.The second roller 16 being rotatablely connected in second support 19 has 14, and is uniformly placed equidistant between the second roller 16.Second
1/2 of the diameter of roller 16 at least above the diameter of the first roller 14.First spud pile 5 and the second spud pile 6 perpendicular to ground and
It is parallel to each other, the external motor power (output) of cam 9 is at least 200Kw, and cam 9 can cause the 3rd roller 10 to move up and down.
Operation principle：When usually, when water is shallow, the first spud pile 5, the second spud pile 6, fixed block 7, securing plate
8 and second locating pin 17 combining structure, the first locating pin 13 plays longitudinal direction limitation soil, and the second spud pile 6 can play horizontal stroke
To limitation soil, synthesis can play bank protection, prevent erosion, when the restriction height set by water exceedes dykes and dams 1, electricity
Source is connected, and motor starts running.Motor is by driving the roller 10 of rotation the 3rd of connected cam 9 and connecting
Extension bar lifting together, so that circular arc baffle plate 4 is moved upwards up to the position for specifying regulation and control, in the first roller 14 and the second roller 16
Cooperation under circular arc baffle plate 4 is easily moved up and down on straight guide 12 and arc guide rail 18.When water is less than dike
During height set by dam 1, the rotation of motor causes the 3rd roller 10 and connecting rod to decline, so as to drive circular arc baffle plate 4 to return
To specified location.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of changes, modification can be carried out to these embodiments, replace without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of retaining wall for hydraulic engineering, including dykes and dams (1), revetment (2), fixed plate (3), it is characterised in that：It is described
Revetment (2) is connected with dykes and dams (1), the dykes and dams (1) are interspersed with the second spud pile (6), and second spud pile (6) is provided with groove
Hole, circular arc baffle plate (4) is installed in groove hole, the side wall of circular arc baffle plate (4) one is fixedly installed straight guide (12), straight guide
(12) lateral wall is vertically fixedly connected with the first locating pin (13), and the first locating pin (13) insertion dykes and dams (1) are interior, described
Circular arc baffle plate (4) another side wall is fixedly installed arc guide rail (18), and arc guide rail (18) is connected with the second locating pin (17), institute
State in the second locating pin (17) insertion dykes and dams (1)；
Circular arc baffle plate (4) lower end is connected with rubber blanket (11), and rubber blanket (11) is connected with motion bar, the motion bar socket
In sleeve, the sleeve is fixedly connected on the two side of the groove in the second spud pile (6), and motion bar lower end is fixedly connected with
Three rollers (10), the 3rd roller (10) lower end, which contradicts, cam (9), and the cam (9) is fixed with the rotating shaft on motor
Connection, the motor are fixedly connected with dykes and dams (1) surface；
First support (15) is interspersed with inside the straight guide (12), first support is rotatably connected to the first roller on (15)
(14)；Second support (19) is interspersed with inside the arc guide rail (18), second support (19) is rotatably connected to the second roller
(16) circular arc baffle plate (4), and between the first roller (14) and the second roller (16) is clamped；
The dykes and dams (1) are interspersed with the first spud pile (5), there is securing plate (8), first spud pile on the first spud pile (5)
(5) side wall is connected with one end of fixed block (7), and the other end of the fixed block (7) is connected with the second spud pile (6).
A kind of 2. retaining wall for hydraulic engineering according to claim 1, it is characterised in that：The first support (15)
The first roller (14) of upper rotation connection has 20, and is uniformly placed equidistant between the first roller (14).
A kind of 3. retaining wall for hydraulic engineering according to claim 1, it is characterised in that：The second support (19)
The second roller (16) of upper rotation connection has 14, and is uniformly placed equidistant between the second roller (16).
A kind of 4. retaining wall for hydraulic engineering according to claim 1, it is characterised in that：Second roller (16)
1/2 of diameter at least above the first roller (14) diameter.
A kind of 5. retaining wall for hydraulic engineering according to claim 1, it is characterised in that：First spud pile
(5) perpendicular to ground and it is parallel to each other with the second spud pile (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711324176.2A CN107859057A (en) | 2017-12-13 | 2017-12-13 | A kind of retaining wall for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711324176.2A CN107859057A (en) | 2017-12-13 | 2017-12-13 | A kind of retaining wall for hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107859057A true CN107859057A (en) | 2018-03-30 |
Family
ID=61706304
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711324176.2A Pending CN107859057A (en) | 2017-12-13 | 2017-12-13 | A kind of retaining wall for hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107859057A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625392A (en) * | 2018-05-15 | 2018-10-09 | 钟利芬 | A kind of water conservancy construction retaining wall |
| CN110409374A (en) * | 2019-07-05 | 2019-11-05 | 浙江海洋大学 | A kind of harbour track hawser system |
| CN113187366A (en) * | 2021-03-31 | 2021-07-30 | 华北水利水电大学 | Flood control wall of fusiform baffle |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1528986A (en) * | 2003-09-29 | 2004-09-15 | 章永泰 | Combined connecting-rod wave-removing device |
| CN2649644Y (en) * | 2003-09-29 | 2004-10-20 | 章永泰 | Fixed pile for combined connecting-rod wave removing device |
| CN104452666A (en) * | 2014-12-17 | 2015-03-25 | 天津大学前沿技术研究院有限公司 | Lifting submerged dam |
| CN206267110U (en) * | 2016-12-01 | 2017-06-20 | 河北卓邦建设工程有限公司 | One kind is used for urban river Liftable type water retaining device |
| CN107268544A (en) * | 2017-06-01 | 2017-10-20 | 防城港市海河堤管理站 | A kind of river levee lock |
| CN206581288U (en) * | 2017-03-14 | 2017-10-24 | 张宇涵 | A kind of soil-baffling structure based on anti-thin power engineering soil |
| CN207862969U (en) * | 2017-12-13 | 2018-09-14 | 张鹏 | A kind of retaining wall for hydraulic engineering |
-
2017
- 2017-12-13 CN CN201711324176.2A patent/CN107859057A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1528986A (en) * | 2003-09-29 | 2004-09-15 | 章永泰 | Combined connecting-rod wave-removing device |
| CN2649644Y (en) * | 2003-09-29 | 2004-10-20 | 章永泰 | Fixed pile for combined connecting-rod wave removing device |
| CN104452666A (en) * | 2014-12-17 | 2015-03-25 | 天津大学前沿技术研究院有限公司 | Lifting submerged dam |
| CN206267110U (en) * | 2016-12-01 | 2017-06-20 | 河北卓邦建设工程有限公司 | One kind is used for urban river Liftable type water retaining device |
| CN206581288U (en) * | 2017-03-14 | 2017-10-24 | 张宇涵 | A kind of soil-baffling structure based on anti-thin power engineering soil |
| CN107268544A (en) * | 2017-06-01 | 2017-10-20 | 防城港市海河堤管理站 | A kind of river levee lock |
| CN207862969U (en) * | 2017-12-13 | 2018-09-14 | 张鹏 | A kind of retaining wall for hydraulic engineering |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625392A (en) * | 2018-05-15 | 2018-10-09 | 钟利芬 | A kind of water conservancy construction retaining wall |
| CN110409374A (en) * | 2019-07-05 | 2019-11-05 | 浙江海洋大学 | A kind of harbour track hawser system |
| CN113187366A (en) * | 2021-03-31 | 2021-07-30 | 华北水利水电大学 | Flood control wall of fusiform baffle |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180330 |
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| WD01 | Invention patent application deemed withdrawn after publication |