CN103015374A - Retaining dam automatically lifted by utilizing waterpower - Google Patents
Retaining dam automatically lifted by utilizing waterpower Download PDFInfo
- Publication number
- CN103015374A CN103015374A CN2012105435119A CN201210543511A CN103015374A CN 103015374 A CN103015374 A CN 103015374A CN 2012105435119 A CN2012105435119 A CN 2012105435119A CN 201210543511 A CN201210543511 A CN 201210543511A CN 103015374 A CN103015374 A CN 103015374A
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- China
- Prior art keywords
- dam
- check dam
- stop plank
- lifting
- designed
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- 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.)
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Abstract
The invention discloses a retaining dam automatically lifted by utilizing waterpower, which comprises a spring, a retaining plate, a stilling pool and a dam base, and is characterized in that the water retaining is performed in a dry riverway by the retaining dam, the dam base is built at the riverway, a slot is designed at the dam base, the retaining plate is mounted in the slot and is made of a foldable rubber material, the stilling pool is designed at the upper flow of the retaining dam, the lifting-boosting spring is designed below the retaining plate and is lifted up and down by water pressure, and the retaining dam is assembled according to the width of the riverway, so that the environment is beautified, and people are benefited.
Description
Technical field:
The present invention utilizes hydraulic automatism lifting check dam, involved water conservancy construction, and particularly relating to the dead channel, to block water problems particularly important.
Background technology:
Present river course check dam generally all is wall formula and capsule formula, no matter what formula, all is dead thing, and dry days are all right, to the rainy day directly affect the river course earial drainage.Bring hidden danger for the waterlogging sky.
Summary of the invention:
The present invention utilizes hydraulic automatism lifting check dam, has just in time overcome the weak point in the above-mentioned technology in present technology, and this check dam blocks water dry days, and a waterlogging day earial drainage utilizes the strength automatic lifting of water.
The present invention utilizes hydraulic automatism lifting check dam, comprise spring, stop plank, absorption basin, the dam foundation, it is characterized in that: carried out check dam in withered river course and blocked water, build a dam foundation in the river course, at groove of dam foundation design, stop plank is installed in the groove, stop plank is the elasticity stop plank that utilizes folding colloid material to make, designed an absorption basin at the upper reaches of check dam, below stop plank, designed and helped support spring.
Shown in utilize hydraulic automatism lifting check dam, it is characterized in that: stop plank and check dam are to utilize jackscrew to fix in groove.
The described hydraulic automatism lifting check dam that utilizes is characterized in that: designed the combined type check dam according to river course width, the stop plank bottom is that colloidality is folding, and top utilizes hard material to make.
The described hydraulic automatism lifting check dam that utilizes is characterized in that: the combination of utilizing stagger type.
Beneficial effect of the present invention is: block water rainy day earial drainage 1 dry days, and 2 serving agricultures of beautifying the environment, 3 automatic lifting, 4 make up at any time according to the river course size.
Description of drawings:
Hydraulic automatism lifting check dam absorption basin and the check dam plane base figure of utilizing shown in Figure 1
Hydraulic automatism lifting check dam absorption basin and the check dam schematic diagram of utilizing shown in Figure 2
The hydraulic automatism lifting check dam stop plank schematic diagram that utilizes shown in Figure 3
Hydraulic automatism lifting check dam check dam and the stop plank section handing-over schematic diagram of utilizing shown in Figure 4
The hydraulic automatism lifting check dam stop plank schematic diagram that utilizes shown in Figure 5
The specific embodiment:
Referring to hydraulic automatism lifting check dam absorption basin and the check dam basic schematic utilized shown in Figure 1, plane base figure of the present invention, designed one and utilize hydraulic automatism lifting check dam in the river course, designed the earial drainage absorption basin at the check dam upper reaches, water passes through absorption basin, subtract power later on again by check dam of the present invention, design colloidality elastic force stop plank on the basis of check dam, utilized the spring supporting stop plank to stand, utilized the strength of current during earial drainage, stop plank is washed upside down, get final product earial drainage.Among this figure 1 is the groove of the device stop plank on the check dam basis, and Fig. 2 is absorption basin.
Referring to hydraulic automatism lifting check dam absorption basin and the check dam schematic diagram of utilizing shown in Figure 2, during earial drainage by 2 absorption basins among Fig. 2 of the present invention, after reducing the impulse force of water, again by 1 stop plank earial drainage among Fig. 2, make the design block water dry days, the waterlogging sky achieves the goal by the impulse force automatic lifting stop plank of water.
Referring to the hydraulic automatism lifting check dam stop plank schematic diagram that utilizes shown in Figure 3, the design is colloidality elasticity stop plank, and device utilizes jackscrew to fix in the groove on check dam basis.
Referring to hydraulic automatism lifting check dam check dam and the stop plank handing-over schematic diagram of utilizing shown in Figure 4, the design is a mismatch handing-over, in the river course that differs in size, at will makes up stop plank, utilizes screw to fix.
Referring to the hydraulic automatism lifting check dam stop plank schematic diagram that utilizes shown in Figure 5, the design is a stop plank that utilizes spring to do support, plate body bottom is that colloidality is folding, and top is the stop plank that hard material can be made, and automatically controls automatic lifting by the strength of water during the waterlogging sky and carries out earial drainage.
Claims (4)
1. utilize hydraulic automatism lifting check dam, comprise spring, stop plank, absorption basin, the dam foundation, it is characterized in that: carried out check dam in withered river course and blocked water, build a dam foundation in the river course, at groove of dam foundation design, stop plank is installed in the groove, stop plank is to utilize folding colloid material to make the elasticity stop plank, designed an absorption basin at the upper reaches of check dam, below stop plank, designed and helped spring.
2. according to utilizing hydraulic automatism lifting check dam claim 1, it is characterized in that: stop plank and check dam are to utilize jackscrew to fix in groove.
3. according to utilizing hydraulic automatism lifting check dam claim 1, it is characterized in that: designed the combined type check dam according to river course width, stop plank bottom colloidality, the top hard material is made.
4. to utilize hydraulic automatism lifting check dam to ask 3 described according to right, it is characterized in that: the combination of utilizing stagger type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012105435119A CN103015374A (en) | 2012-12-01 | 2012-12-01 | Retaining dam automatically lifted by utilizing waterpower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012105435119A CN103015374A (en) | 2012-12-01 | 2012-12-01 | Retaining dam automatically lifted by utilizing waterpower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103015374A true CN103015374A (en) | 2013-04-03 |
Family
ID=47964437
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012105435119A Pending CN103015374A (en) | 2012-12-01 | 2012-12-01 | Retaining dam automatically lifted by utilizing waterpower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103015374A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103410086A (en) * | 2013-07-23 | 2013-11-27 | 李尚喜 | Novel water gate energy dissipation facility and construction |
| CN109316684A (en) * | 2018-10-22 | 2019-02-12 | 浙江海洋大学 | A kind of collapsible extendible capacity fire wall |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5585721A (en) * | 1979-12-13 | 1980-06-28 | Takeshi Nomura | Hydraulic operating apparatus for sluice gate of water channel |
| CN1644023A (en) * | 2005-01-18 | 2005-07-27 | 河海大学 | Automatic starting gate with draining control in agricultural field |
| KR100579487B1 (en) * | 2005-09-24 | 2006-05-16 | 금호이엔씨 주식회사 | A dam with water level automatic control function |
| CN101240529A (en) * | 2008-02-26 | 2008-08-13 | 侯作启 | Non-middle-frusta steel gate capable of lodging |
-
2012
- 2012-12-01 CN CN2012105435119A patent/CN103015374A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5585721A (en) * | 1979-12-13 | 1980-06-28 | Takeshi Nomura | Hydraulic operating apparatus for sluice gate of water channel |
| CN1644023A (en) * | 2005-01-18 | 2005-07-27 | 河海大学 | Automatic starting gate with draining control in agricultural field |
| KR100579487B1 (en) * | 2005-09-24 | 2006-05-16 | 금호이엔씨 주식회사 | A dam with water level automatic control function |
| CN101240529A (en) * | 2008-02-26 | 2008-08-13 | 侯作启 | Non-middle-frusta steel gate capable of lodging |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103410086A (en) * | 2013-07-23 | 2013-11-27 | 李尚喜 | Novel water gate energy dissipation facility and construction |
| CN109316684A (en) * | 2018-10-22 | 2019-02-12 | 浙江海洋大学 | A kind of collapsible extendible capacity fire wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 266555 science and Technology Bureau of Qingdao economic and Technological Development Zone, Shandong Applicant after: Li Shangxi Address before: 266555, Huangdao District, Shandong province Qingdao science and Technology Bureau transferred Li Shangxi Applicant before: Li Shangxi |
|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| DD01 | Delivery of document by public notice |
Addressee: Li Shangxi Document name: the First Notification of an Office Action |
|
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 266109, Shandong province Qingdao District, Chengyang Province Street Zhuang Wen Wen costume research and development center 208B Applicant after: Li Shangxi Address before: 266555 science and Technology Bureau of Qingdao economic and Technological Development Zone, Shandong Applicant before: Li Shangxi |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 266555 QINGDAO, SHANDONG PROVINCE TO: 266109 QINGDAO, SHANDONG PROVINCE |
|
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130403 |