CN203270523U - Waterstop system of hydraulic movable dam - Google Patents
Waterstop system of hydraulic movable dam Download PDFInfo
- Publication number
- CN203270523U CN203270523U CN 201320239750 CN201320239750U CN203270523U CN 203270523 U CN203270523 U CN 203270523U CN 201320239750 CN201320239750 CN 201320239750 CN 201320239750 U CN201320239750 U CN 201320239750U CN 203270523 U CN203270523 U CN 203270523U
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- dam
- dam facing
- antipriming
- faces
- waterstop
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Abstract
The utility model discloses a waterstop system of a hydraulic movable dam, which is characterized by comprising a plurality of groups of dam faces arranged on both sides of a river channel side by side in a straight line in a crossing manner, each dam face is hinged to a horizontal base on the lower part of the dam faces; a precasting groove is formed in the horizontal base in the same stretching direction with the dam faces; bottoms of the dam faces are arranged in the precasting groove; a native rubber sheet is arranged between the precasting groove and bottom edges of the dam faces; guiding walls poured by cement are arranged at positions in the stretching direction of the dam faces; waterstop devices are arranged on the guide walls mainly for vertically fixing steel structures on the guide walls and native rubber sheets on the outer sides of the steel structures; the waterstop devices are arranged on both side edges of the dam faces, and are against the side edges of the corresponding dam faces. Through the adoption of the manner of three-side waterstop between the dam faces and the side edges of the dam faces, between the dam faces and the guide walls of both sides of the river channel, and between the dam faces and the horizontal base, efficient waterstop is realized.
Description
Technical field
The utility model relates to the good hydraulic pressure movable dam water-stopping system of hydraulic pressure movable dam water-stopping system, especially stagnant water effect.
Background technology
During water conservancy system is used main use flashboard dam, rubber dam, water conservancy automatic turning dam and hydraulic lifting dam arranged, the flashboard dam is owing to being steel design, the starting device cost has high input, and the later period maintenance expense is high; It is low that rubber dam has cost of production as the technology of the maturation of the U.S., the advantage of later period maintenance easy maintenance, but exist cracky, lifting efficient is low, the life-span is short problem; The hydraulic automatism shutter dam has the advantage of later period maintenance easy maintenance equally as the advanced technology of Japan, but when being applied to RIVER BASIN USING COMPUTER GRAPHIC MODEL, easily being silted up thing by the sand in the river course, stone, tree, bamboo etc. and block, thereby make dam facing to close fully, the palpus labor cleaning uses inconvenient; The hydraulic pressure dam has solved above-mentioned shortcoming, and is easy to use, is applicable to the water conservancy construction use of any river with complicated, but because the form that adopts horizontal polylith combination dam facing blocks water, so just needs the suitable water-stopping structure that matches with it and the facility that blocks water.
Summary of the invention
Technical problem to be solved in the utility model is to provide hydraulic pressure movable dam water-stopping system, and by the mode of three sealings, stagnant water effect is good.
For solving the problems of the technologies described above, scheme of the present utility model is: hydraulic pressure movable dam water-stopping system, its innovative point is to comprise: the dam facing of some groups of settings alternating between negative and positive, described some groups of dam facings are straight line and are arranged side by side between the two sides, river course, and described every dam facing is all on hinged level basis thereunder, have a pregroove marks consistent with the dam facing bearing of trend on described level basis, described dam facing base is placed in this pregroove marks, is provided with former raw rubber between described pregroove marks and dam facing base; Dam facing bearing of trend position, two sides, described river course place is provided with the wall that draws that cement builds, described drawing on wall, dam facing bearing of trend position place is provided with antipriming, is mainly the primary rubber peel that vertically is fixedly installed on the steel design of drawing on wall and the steel design outside; Be provided with antipriming on described dam facing dual-side, described antipriming is against on the side of corresponding dam facing;
Further, the cross section of described antipriming Central Plains raw rubber skin is approximate O font or C font;
Further, be provided with the column structure of fixing primary rubber peel in described antipriming;
Further, described column structure is concrete structure or steel pipe;
The utility model has the advantage of: between dam facing and dam facing side, the drawing between wall, adopt the mode of three sealings between dam facing and level basis of dam facing and two banks, river course, realize efficient sealing.
Description of drawings
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Fig. 1 is the front view of the utility model hydraulic pressure movable dam water-stopping system.
Fig. 2 is the left view of the utility model hydraulic pressure movable dam water-stopping system.
The specific embodiment
Fig. 1, hydraulic pressure movable dam water-stopping system shown in Figure 2 comprise dam facing 1, level basis 2, pregroove marks 3, former raw rubber 4, draw wall 5, antipriming 6, steel design 7, primary rubber peel 8, column structure 9.
Adopt the mode of three sealings in hydraulic pressure movable dam water-stopping system of the present utility model, the some negative and positive dam facings that are arranged on river channel cross section are carried out sealing.The dam facing 1 of some groups of settings alternating between negative and positive is straight line and is arranged side by side between the two sides, river course, and described every dam facing is all on hinged level basis 2 thereunder.
First, end water mode between dam facing and level basis, have a pregroove marks 3 consistent with dam facing 1 bearing of trend by corresponding position on level basis 2, make dam facing 1 base be placed in this pregroove marks 3, and be provided with former raw rubber 4 between pregroove marks 3 and dam facing 1 base.
Second, the dam facing on limit and the wall sealing mode of drawing of drawing 5, wall that river course two bank cement are built in some dam facings 1, be mainly and draw on wall, the antipriming 6 that dam facing 1 place, bearing of trend position arranges, be mainly the primary rubber peel 8 that vertically is fixedly installed on the steel design 7 of drawing on wall 5 and the steel design outside, the cross section of this primary rubber peel 8 is approximate O font or C font.
The 3rd, the side sealing mode between dam facing and dam facing is specially: dam facing 1 dual-side on the antipriming 6 that arranges, this antipriming 6 is against on the side of corresponding dam facing, thereby realizes the sealing of side.
Adjust for the gap between dam facing and dam facing, be provided with the concrete structure of fixing primary rubber peel 8 or the column structure 9 of steel pipe form in antipriming 6, by adding therein the steel pipe of different-diameter, thereby satisfy the adjustment demand of different gap.
Claims (4)
1. hydraulic pressure movable dam water-stopping system, it is characterized in that comprising: the dam facing of some groups of settings alternating between negative and positive, described some groups of dam facings are straight line and are arranged side by side between the two sides, river course, and described every dam facing is all on hinged level basis thereunder, have a pregroove marks consistent with the dam facing bearing of trend on described level basis, described dam facing base is placed in this pregroove marks, is provided with former raw rubber between described pregroove marks and dam facing base; Dam facing bearing of trend position, two sides, described river course place is provided with the wall that draws that cement builds, described drawing on wall, dam facing bearing of trend position place is provided with antipriming, is mainly the primary rubber peel that vertically is fixedly installed on the steel design of drawing on wall and the steel design outside; Be provided with antipriming on described dam facing dual-side, described antipriming is against on the side of corresponding dam facing.
2. hydraulic pressure movable dam water-stopping system according to claim 1 is characterized in that: the cross section of described antipriming Central Plains raw rubber skin is approximate O font or C font.
3. hydraulic pressure movable dam water-stopping system according to claim 2, is characterized in that: the column structure that is provided with fixing primary rubber peel in described antipriming.
4. hydraulic pressure movable dam water-stopping system according to claim 3, it is characterized in that: described column structure is concrete structure or steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320239750 CN203270523U (en) | 2013-05-07 | 2013-05-07 | Waterstop system of hydraulic movable dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320239750 CN203270523U (en) | 2013-05-07 | 2013-05-07 | Waterstop system of hydraulic movable dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203270523U true CN203270523U (en) | 2013-11-06 |
Family
ID=49500964
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320239750 Expired - Fee Related CN203270523U (en) | 2013-05-07 | 2013-05-07 | Waterstop system of hydraulic movable dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203270523U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243689A (en) * | 2013-05-07 | 2013-08-14 | 苏州正欣泰自动化系统有限公司 | Hydraulic movable dam water-stop system |
| CN113863239A (en) * | 2021-10-25 | 2021-12-31 | 安徽名川活动坝科技有限公司 | Hydraulic movable dam and using method thereof |
-
2013
- 2013-05-07 CN CN 201320239750 patent/CN203270523U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243689A (en) * | 2013-05-07 | 2013-08-14 | 苏州正欣泰自动化系统有限公司 | Hydraulic movable dam water-stop system |
| CN113863239A (en) * | 2021-10-25 | 2021-12-31 | 安徽名川活动坝科技有限公司 | Hydraulic movable dam and using method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: DING BAOLIANG Free format text: FORMER OWNER: SUZHOU ZHENGXINTAI AUTOMATION SYSTEM CO., LTD. Effective date: 20141027 Owner name: CHEN QINPING Effective date: 20141027 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 215021 SUZHOU, JIANGSU PROVINCE TO: 247000 CHIZHOU, ANHUI PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20141027 Address after: 401 B2 building, Qingxi Nanyuan, Guichi District, Anhui, Chizhou 247000, China Patentee after: Ding Baoliang Patentee after: Chen Qinping Address before: 215021 Jiangsu province Suzhou City Canglang town Shimao canal city world garden 1-607 Patentee before: Suzhou Zhengxintai Automation System Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131106 Termination date: 20160507 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |