CN203729261U - Floating type self-adjustment water stopping dam - Google Patents
Floating type self-adjustment water stopping dam Download PDFInfo
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- CN203729261U CN203729261U CN201420051013.7U CN201420051013U CN203729261U CN 203729261 U CN203729261 U CN 203729261U CN 201420051013 U CN201420051013 U CN 201420051013U CN 203729261 U CN203729261 U CN 203729261U
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- dams
- dykes
- water stopping
- column
- floating type
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Abstract
The utility model relates to river banks or dams or watercourses or other similar engineering embankments in hydraulic engineering, and particularly belongs to a floating type self-adjustment water stopping dam. According to the technical scheme, the floating type self-adjustment water stopping dam comprises a fixed dam body (2), feature wall vertical columns (3) and a feature wall crossbeam (4), wherein the feature wall vertical columns (3) and the feature wall crossbeam (4) are located above the fixed dam body (2). The floating type self-adjustment water stopping dam is characterized in that the fixed dam body (2) is provided with dam vertical columns (1), a sliding groove (11) is formed in each dam vertical column (1), a water stopping plate vertical column (61) is placed inside each sliding groove (11), and a floating water stopping plate (6) is formed by connecting the water stopping plate vertical columns (61), water stopping plate crossbeams (62) and a water stopping plate body (63) and placed on the upstream face of the outer side of the fixed dam body (2); the floating water stopping plate (6) is provided with floating balls (5). The floating type self-adjustment water stopping dam has the obvious advantages of being good in landscaping effect, waterproof effect and economical efficiency and the like, and can be applied to all water stopping dams with the possibly-fluctuant water levels.
Description
Technical field
The revetment (Patent classificating number is E02B3/12) that the present invention relates to riverbank, dam, water channel or other similar engineerings in hydraulic engineering, especially belongs to a kind of floating type self-regulation and blocks water dykes and dams.
Background technology
Existing dykes and dams have reinforced concrete structure, stone masonry construction etc., for meeting anti-high-tide level standard or within 10 years one, meeting and even century-old, a flood control standard of meeting in thousand, dykes and dams are conventionally above ground level a lot, shape is as the enclosure wall in city, this kind of design both destroyed natural landscape, also shielded the romantic or charming sights of rivers,lakes and seas, required incompatible with the view of modern city.
Summary of the invention
The invention provides a kind of floating type self-regulation and block water dykes and dams, on the dykes and dams of building interception ordinary water level by usual method, install floating type stop plank additional, realize floating type self-regulation and block water.
The technical solution used in the present invention is: it comprises fixedly dykes and dams (2), and at feature wall column (3), the feature wall crossbeam (4) of fixing dykes and dams (2) top, it is characterized in that: described fixedly dykes and dams (2) refer to can bear on-site high-tide level and control flood and drain flooded fields and require the water pressure of water level, but crest elevation is the dykes and dams of location ordinary water level elevation; On described fixedly dykes and dams (2), be shaped with dykes and dams column (1), the capital elevation of dykes and dams column (1) is higher than on-site high-tide level and control flood and drain flooded fields and require the elevation of water level; In described dykes and dams column (1), be shaped with chute (11), stop plank column (61) is positioned in chute (11), and stop plank column (61) connects to form floating type stop plank (6) with stop plank crossbeam (62), stop plank (63) and is placed in the fixedly upstream face in dykes and dams (2) outside; And be shaped with ball float (5) on described floating type stop plank (6).
Beneficial effect of the present invention: 1, landscape effect is good.During ordinary water level, block the good railing of the rarely seen penetrating landscape effect of water dykes and dams; 2, good water-proof effect.When water level rises, stop plank rises from floating, does not need machinery or automatically controlled, without the equipment risk causing out of control; 3, good economy performance.Saved build entity dam enormous expenditure and maintenance, overhaul easyly, expense is cheap.Therefore, the present invention has the distinguishing features such as landscape effect is good, good water-proof effect, good economy performance, can be applicable to all water dykes and dams that block that water level likely has change.
Accompanying drawing explanation
Fig. 1 is that the present invention overlooks schematic diagram
Fig. 2 is the A-A sectional view of Fig. 1
Fig. 3 is the B-B sectional view of Fig. 1.
In figure: 1, dykes and dams column 11, chute 2, fixedly dykes and dams 3, feature wall column 4, feature wall crossbeam 5, ball float 6, floating type stop plank 61, stop plank column 62, stop plank crossbeam 63, stop plank 7, catch-drain 8, water body.
The specific embodiment
Below in conjunction with accompanying drawing, the invention will be further described.
As Figure 1-3, the present invention comprises fixedly dykes and dams (2), and at feature wall column (3), the feature wall crossbeam (4) of fixing dykes and dams (2) top, it is characterized in that: described fixedly dykes and dams (2) refer to can bear on-site high-tide level and control flood and drain flooded fields and require the water pressure of water level, but crest elevation is the dykes and dams of location ordinary water level elevation; On described fixedly dykes and dams (2), be shaped with dykes and dams column (1), the capital elevation of dykes and dams column (1) is higher than on-site high-tide level and control flood and drain flooded fields and require the elevation of water level; In described dykes and dams column (1), be shaped with chute (11), stop plank column (61) is positioned in chute (11), and stop plank column (61) connects to form floating type stop plank (6) with stop plank crossbeam (62), stop plank (63) and is placed in the fixedly upstream face in dykes and dams (2) outside; And be shaped with ball float (5) on described floating type stop plank (6).
The land side of the fixedly dykes and dams (2) described in the present invention is also shaped with catch-drain (7), along catch-drain (7), on a determining deviation, establishes collecting well, establishes submersible pump draining in well.
Feature wall crossbeam (4) described in the present invention is connected with dykes and dams column (1), feature wall column (3) respectively, and feature wall column (3) is also connected with fixing dykes and dams (2).
Specific embodiment of the invention step is: by the water level elevation design dam configuration of the fixedly on-site high-tide level of dykes and dams (2) and the requirement of controlling flood and draining flooded fields, guarantee dam configuration at high-tide level and control flood and drain flooded fields to require the strength and stability under the water pressure of water level, dam structure can be reinforced concrete structure, also can be stone masonry construction, should preferentially adopt reinforced concrete structure and upstream face upright, smooth.
By tackling elevation (as common tide water level or 1 year one chance flood level elevation) requirement and the on-site high-tide level of ordinary water level and control flood and drain flooded fields, require the high range request of water level, determine the fixedly crest elevation of dykes and dams (2) and the capital elevation of dykes and dams column (1), in conjunction with landscape design, fixedly on dykes and dams (2), build feature wall crossbeam (4) and feature wall column (3), be individually fixed in steel concrete dykes and dams column (1) and fixedly on dykes and dams (2); In addition, be shaped with chute (11) in steel concrete dykes and dams column (1), stop plank column (61) slides up and down in chute (11); Stop plank (63), stop plank column (61), the common composition of stop plank crossbeam (62) can bear the floating type stop plank (6) of high hydraulic pressure; On floating type stop plank (6), be shaped with ball float (5), ball float (5), along with water level fluctuates, drives floating type stop plank (6) to slide up and down along chute (11), and floating type stop plank (6) both can dash, can transmit water pressure again.
At the fixing land side of dykes and dams (2), be shaped with catch-drain (7), be convenient to collect and get rid of a small amount of water oozing out in chute (11), along catch-drain (7), on a determining deviation, establish collecting well, in well, establish submersible pump draining.
Stop plank of the present invention can be steel plate, can be also plank or glass plate.
Feature wall column of the present invention (3), feature wall crossbeam (4) form feature wall agent structure, can meet feature wall as the needs of security guardrail, also can directly bear the part water pressure that stop plank (6) transmits; When nothing arranges feature wall requirement, feature wall column (3), feature wall crossbeam (4) also can be cancelled.
Claims (3)
1. water dykes and dams are blocked in a floating type self-regulation, comprise fixedly dykes and dams (2), and at feature wall column (3), the feature wall crossbeam (4) of fixing dykes and dams (2) top, it is characterized in that: described fixedly dykes and dams (2) refer to can bear on-site high-tide level and control flood and drain flooded fields and require the water pressure of water level, but crest elevation is the dykes and dams of on-site ordinary water level elevation; On described fixedly dykes and dams (2), be shaped with dykes and dams column (1), the capital elevation of dykes and dams column (1) is higher than on-site high-tide level and control flood and drain flooded fields and require the elevation of water level; In described dykes and dams column (1), be shaped with chute (11), stop plank column (61) is positioned in chute (11), and stop plank column (61) connects to form floating type stop plank (6) with stop plank crossbeam (62), stop plank (63) and is placed in the fixedly upstream face in dykes and dams (2) outside; And be shaped with ball float (5) on described floating type stop plank (6).
2. water dykes and dams are blocked in floating type self-regulation according to claim 1, it is characterized in that: the land side of described fixedly dykes and dams (2) is also shaped with catch-drain (7).
3. water dykes and dams are blocked in floating type self-regulation according to claim 1, it is characterized in that: described feature wall crossbeam (4) is connected with dykes and dams column (1), feature wall column (3) respectively, and feature wall column (3) is also connected with fixing dykes and dams (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420051013.7U CN203729261U (en) | 2014-01-27 | 2014-01-27 | Floating type self-adjustment water stopping dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420051013.7U CN203729261U (en) | 2014-01-27 | 2014-01-27 | Floating type self-adjustment water stopping dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203729261U true CN203729261U (en) | 2014-07-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420051013.7U Expired - Fee Related CN203729261U (en) | 2014-01-27 | 2014-01-27 | Floating type self-adjustment water stopping dam |
Country Status (1)
| Country | Link |
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| CN (1) | CN203729261U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758081A (en) * | 2014-01-27 | 2014-04-30 | 黄滨 | Floating self-adjustment water-stopping dam |
-
2014
- 2014-01-27 CN CN201420051013.7U patent/CN203729261U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758081A (en) * | 2014-01-27 | 2014-04-30 | 黄滨 | Floating self-adjustment water-stopping dam |
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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: 20140723 Termination date: 20150127 |
|
| EXPY | Termination of patent right or utility model |