CN207537954U - A kind of novel bulwark - Google Patents
A kind of novel bulwark Download PDFInfo
- Publication number
- CN207537954U CN207537954U CN201721356647.3U CN201721356647U CN207537954U CN 207537954 U CN207537954 U CN 207537954U CN 201721356647 U CN201721356647 U CN 201721356647U CN 207537954 U CN207537954 U CN 207537954U
- Authority
- CN
- China
- Prior art keywords
- bulwark
- baffle
- accommodating chamber
- novel
- water wave
- 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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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 58
- 230000004888 barrier function Effects 0.000 abstract description 14
- 230000000694 effects Effects 0.000 description 5
- 230000003139 buffering effect Effects 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 230000002452 interceptive effect Effects 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
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- 238000010586 diagram Methods 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model is related to wave resistance energy-dissipating tech field, more specifically, it relates to a kind of novel bulwark.It solves and is encountering larger typhoon or water level is higher in the prior art,When water wave is higher,Water wave can still cross bulwark and enter in bulwark,The technical issues of being poorly suited for use in different water wave situations,Its key points of the technical solution are that,Including the vertical barricade being arranged at the top of dykes and dams and the slope being obliquely installed along dykes and dams inclined-plane,Accommodating chamber is offered in the vertical barricade,The vertical barricade upper surface corresponds to the accommodating chamber position and offers opening,Telescopic baffle is equipped in the accommodating chamber,The control device for driving the telescopic baffle lifting is equipped between the telescopic baffle lower end and the accommodating chamber bottom interior wall,When water wave is larger,Control device driving telescopic baffle rises,Increase the height of vertical barricade,Barrier prevents water wave from entering in vertical barricade,Reach when water wave is higher,It still can prevent from splashing the purpose in bulwark with barrier water wave.
Description
Technical field
The utility model is related to wave resistance energy-dissipating tech field, more specifically, it relates to a kind of novel bulwark.
Background technology
Bulwark is the wall set to prevent wave from crossing dam crest in dam crest water blocking forward position.Be mostly used reservoir, river,
On dykes and dams, wave resistance, flood control, resistance effect are played.Bulwark using reinforcing bar, concrete as major ingredient, is poured mostly with template.Stablize
Firm watertight bulwark can suitably reduce the superelevation on dam, save damming works amount.The height of bulwark is generally 1.2
Rice, is advisable with the sight for not blocking people.Concrete, armored concrete, prefabricated reinforced concrete can be used in the bulwark of earth and rockfill dam
Column adds precast slab and cemented rock structure etc..
The Chinese utility model patent of a Publication No. CN204780767U is now retrieved, entitled one kind is novel anti-
Unrestrained wall.The program discloses a kind of novel bulwark, and the bulwark pedestal including being arranged on dam base is vertically arranged in wave resistance
Against the vertical baffle of reservoir side and the both ends lagging being arranged on vertical baffle on wall pedestal.
The program by traditional vertical bulwark set both ends transverse baffle, can effectively barrier stormy waves to dykes and dams
Impact, reduce reservoir spray spluttering, but when encountering larger typhoon or the higher water wave of water level is higher, water wave still can
It crosses bulwark to enter in bulwark, it is impossible to be perfectly suitable for different water wave situations.
Utility model content
The purpose of this utility model is to provide a kind of novel bulwark, reaches when water wave is higher, still can be with barrier water
Wave prevents from splashing the purpose in bulwark.
The above-mentioned technical purpose of the utility model technical scheme is that：A kind of novel bulwark,
Including the vertical barricade being arranged at the top of dykes and dams and the slope being obliquely installed along dykes and dams inclined-plane, appearance is offered in the vertical barricade
Receive chamber, the vertical barricade upper surface corresponds to the accommodating chamber position and offers opening, and telescopic baffle is equipped in the accommodating chamber,
The control device for driving the telescopic baffle lifting is equipped between the telescopic baffle lower end and the accommodating chamber bottom interior wall.
By using above-mentioned technical proposal, when water level is higher or water wave is larger, telescopic baffle is driven by control device
Rise, increase the height of vertical barricade, barrier prevents water wave from entering in vertical barricade, water level is relatively low and calm or water wave
When relatively low, telescopic baffle decline is packed up in accommodating chamber；Level altitude in compared with the prior art, at low cost and controllability
Height has reached when water wave is higher, still can prevent from splashing the purpose in bulwark with barrier water wave.
Preferably, the control device is hydraulic cylinder or cylinder.
By using above-mentioned technical proposal, the control device is hydraulic cylinder or cylinder, and hydraulic cylinder or cylinder control are easy,
The lifting of automation control driving telescopic baffle can be realized well, so as to more block when needed, more easily by telescopic baffle
It rises.
Preferably, the vertical barricade upper end is equipped with the separation column of several uniform intervals setting, and the telescopic baffle includes
It is several be uniformly set on two-by-two it is described separate divide baffle between column, it is corresponding in the vertical barricade described in baffle is divided to offer appearance
Receive chamber and opening.
By using above-mentioned technical proposal, when water wave is smaller, baffle is divided to pack up in accommodating chamber, separation column is arranged at intervals
It is watched so that not interfering with tourist, when water wave is larger, baffle will be divided to rise barrier water wave, telescopic baffle is divided into several points of gears
Plate so that more preferable control.
Preferably, the opposite side of column that separates offers guide groove two-by-two, described that baffle side is divided to flush in institute
It states guide groove inner wall and can be lifted along the guide groove.
By using above-mentioned technical proposal, separate the opposite side of column and offer guide groove, the edge when baffle is divided to lift
Guide groove lifts, and guide groove play the guiding role, shaken when preventing a point baffle from lifting so that divide baffle can quickly lift and
To baffle is divided to play barrier effect after rising so that divide baffle more firm when being patted by water wave.
Preferably, the vertical barricade upper surface rotation connection separated between column is useful for covering the opening two-by-two
Covering plate.
By using above-mentioned technical proposal, the effect of covering plate is, when baffle is divided to pack up with accommodating chamber, covering plate hides
Cover gab prevents water or sundries from entering in accommodating chamber from opening, and covering plate rotation setting when baffle is divided to rise, divides baffle to push away
Dynamic covering plate rotation, avoids covering plate influence from dividing the normal lifting of baffle.
Preferably, the covering plate two side ends are located in the guide groove, and the guide groove lower end is offered for the screening
The recessing groove accommodated after cover board rotation.
By using above-mentioned technical proposal, when covering plate is divided baffle promotion rotation, turn in recessing groove so that cover
A point baffle is not interfered with after plate rotation to slide along guide groove, baffle is divided to pack up when accommodating chamber, and covering plate turns to covering opening.
Preferably, several gear wave columns are uniformly provided on the slope, often arrange the unrestrained column uniform intervals setting of the gear.
By using above-mentioned technical proposal, when water wave is smaller, on the unrestrained column of gear, the unrestrained column of gear plays water wave slow for water wave impact
Punching acts on, and reduces the impact to slope and dykes and dams, and buffering effect is strengthened in the setting of multiple rows of unrestrained column of gear.
Preferably, two two rows of unrestrained column interpolation slit settings of gear.
By using above-mentioned technical proposal, gear wave column interpolation slit setting two-by-two, when water wave is impacted, from the unrestrained column interval elapses of gear
Water wave impact on latter gear wave column, ensure that the unrestrained column of gear to the buffering effect of water wave, reduces the impact to slope and dykes and dams.
In conclusion the utility model has the advantages that：
First, compared with the prior art in level altitude, at low cost and controllability is high, has reached when water wave is higher, according to
It so can prevent from splashing the purpose in bulwark with barrier water wave；
2nd, when water wave is smaller, baffle is divided to pack up in accommodating chamber, separation column is arranged at intervals so that not interfering with tourist's sight
Reward when water wave is larger, will divide baffle to rise barrier water wave, and telescopic baffle is divided into several points of baffles so that more preferable control；
3rd, separate the opposite side of column and offer guide groove, lifted along guide groove when baffle is divided to lift, guide groove rises
Guiding role shakes when preventing a point baffle from lifting so as to baffle is divided to play barrier after baffle is divided quickly to lift and rise
Effect so that divide baffle more firm when being patted by water wave；
4th, the effect of covering plate is, when baffle is divided to pack up with accommodating chamber, covering plate covers opening, prevents water or miscellaneous
Object enters from opening in accommodating chamber, and covering plate rotation setting when baffle is divided to rise, divides baffle to push covering plate rotation, avoids
Covering plate influences the normal lifting for dividing baffle；
5th, gear wave column interpolation slit is set two-by-two, when water wave is impacted, is impacted from the unrestrained intercolumniation of gear every past water wave in latter row
On the unrestrained column of gear, ensure that the unrestrained column of gear to the buffering effect of water wave, reduces the impact to slope and dykes and dams.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model embodiment；
Fig. 2 is the partial enlarged view at A in Fig. 1.
In figure：1st, vertical barricade；2nd, slope；3rd, hydraulic cylinder；4th, separate column；41st, guide groove；42nd, recessing groove；5th, divide gear
Plate；6th, covering plate；7th, unrestrained column is kept off.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
A kind of novel bulwark is as depicted in figs. 1 and 2, oblique including the vertical barricade 1 being arranged at the top of dykes and dams and along dykes and dams
The slope 2 that face is obliquely installed.Inside vertical barricade 1, accommodating chamber is offered.Vertical barricade 1 corresponds to accommodating chamber position and offers
Opening, the interior sliding of accommodating chamber have telescopic baffle.Between telescopic baffle bottom surface and accommodating chamber bottom interior wall, equipped with control device,
In the present embodiment control device be hydraulic cylinder 3, in other embodiments or cylinder or other similar to extension and contraction control equipment.Liquid
The telescopic shaft of cylinder pressure 3 links together with telescopic baffle, and hydraulic cylinder 3 controls telescopic shaft to stretch, and drives telescopic baffle lifting.
In vertical 1 upper surface of barricade, uniform intervals are provided with several separation columns 4, separate column 4 and are arranged at intervals so that will not shadow
Tourist is rung to watch.Telescopic baffle uniformly divides baffle 5 including several between separation column 4 two-by-two, and baffle 5 is each divided to correspond to and is stood
The inside of formula barricade 1 offers accommodating chamber and opening, and divides and hydraulic cylinder 3 is equipped between baffle 5 and accommodating chamber bottom.Work as water wave
When larger, higher, baffle 5 is divided to rise barrier water wave by the control of hydraulic cylinder 3；It is relatively low and calm or water wave is smaller in water level
When, baffle 5 is divided to pack up in vertical barricade 1, makes to watch convenient for tourist.
Separating the opposite side of column 4 two-by-two, offering guide groove 41, guide groove 41 is aligned with accommodating chamber side wall, point
Baffle 5 is lifted along guide groove 41.Several covering plates 6 are rotatably connected in vertical 1 upper surface of barricade, covering plate 6 is located at and divides two-by-two
Between spacer post 4.Covering plate 6 covers the opening of accommodating chamber, when baffle 5 is divided to pack up when in accommodating chamber, prevents water and sundries from falling into
In accommodating chamber.In 41 lower end of guide groove, the position after corresponding covering plate 6 rotates offers recessing groove 42.When dividing the rising of baffle 5,
Covering plate 6 is pushed to turn to recessing groove 42, baffle 5 is divided to rise along guide groove 41；After baffle 5 is divided to fall, covering plate 6 turns to
Cover the opening of accommodating chamber.
On slope 2, it is evenly arranged with several gear wave columns 7.Per the 7 uniform intervals setting of gear wave column, and gear two-by-two
Unrestrained 7 interpolation slit of column setting.When water wave is not very big, water wave impact reduces impact force, interpolation slit on the unrestrained column 7 of gear, by gear 7 barrier of unrestrained column
Setting is so that preferably buffer, and then impact of the water wave to slope 2 and dykes and dams.
Operation principle：Water level is relatively low and when water wave is smaller, and the impact force of buffering water wave is carried out by the unrestrained column 7 of gear；Work as water level
It is higher, when water wave is larger, baffle 5 is divided to rise by the control of hydraulic cylinder 3, divide baffle 5 that covering plate 6 is pushed to turn to recessing groove 42,
Baffle 5 is divided to slide along guide groove 41 to rise, barrier prevents water wave from entering in vertical barricade 1；After water level decreasing, pass through hydraulic cylinder
3 controls divide the decline of baffle 5 to pack up in accommodating chamber, and covering plate 6 turns to the opening for covering accommodating chamber.
This specific embodiment is only explanation to the utility model, is not the limitation to the utility model, ability
Field technique personnel can as needed make the present embodiment the modification of no creative contribution after this specification is read, but
As long as it is all protected in the right of the utility model by Patent Law.
Claims (8)
1. a kind of novel bulwark is obliquely installed oblique including the vertical barricade (1) being arranged at the top of dykes and dams and along dykes and dams inclined-plane
Slope (2), it is characterized in that：Accommodating chamber is offered in the vertical barricade (1), vertical barricade (1) upper surface corresponds to the appearance
Receiving chamber position offers opening, and telescopic baffle, the telescopic baffle lower end and the accommodating chamber bottom are equipped in the accommodating chamber
The control device for driving the telescopic baffle lifting is equipped between inner wall.
2. a kind of novel bulwark according to claim 1, it is characterized in that：The control device is hydraulic cylinder (3) or gas
Cylinder.
3. a kind of novel bulwark according to claim 2, it is characterized in that：Vertical barricade (1) upper end is equipped with several
The separation column (4) of uniform intervals setting, the telescopic baffle include several points being uniformly set between the separation column (4) two-by-two
Baffle (5), it is corresponding in the vertical barricade (1) described in baffle (5) is divided to offer accommodating chamber and opening.
4. a kind of novel bulwark according to claim 3, it is characterized in that：It is described two-by-two to separate the opposite side of column (4)
Offer guide groove (41), it is described that baffle (5) side is divided to flush in the guide groove (41) inner wall and can be along the guide groove
(41) it lifts.
5. a kind of novel bulwark according to claim 4, it is characterized in that：It is vertical between the separation column (4) two-by-two
Barricade (1) upper surface is rotatablely connected the covering plate (6) for being useful for covering the opening.
6. a kind of novel bulwark according to claim 5, it is characterized in that：Covering plate (6) two side ends are located at described
In guide groove (41), guide groove (41) lower end offers the recessing groove (42) for being accommodated after the covering plate (6) rotation.
7. a kind of novel bulwark according to claim 1-6 any one, it is characterized in that：On the slope (2) uniformly
Equipped with several gear wave columns (7), unrestrained column (7) uniform intervals setting of the gear is often arranged.
8. a kind of novel bulwark according to claim 7, it is characterized in that：Two two rows of unrestrained column (7) interpolation slit settings of gear.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721356647.3U CN207537954U (en) | 2017-10-20 | 2017-10-20 | A kind of novel bulwark |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721356647.3U CN207537954U (en) | 2017-10-20 | 2017-10-20 | A kind of novel bulwark |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207537954U true CN207537954U (en) | 2018-06-26 |
Family
ID=62609355
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721356647.3U Expired - Fee Related CN207537954U (en) | 2017-10-20 | 2017-10-20 | A kind of novel bulwark |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207537954U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824357A (en) * | 2018-09-23 | 2018-11-16 | 杭州仙珑宇盈科技有限公司 | The good breakwater of adaptability and method |
| CN109024472A (en) * | 2018-07-17 | 2018-12-18 | 芜湖芬特勘测服务有限公司 | A kind of hydraulic engineering waterwall |
| CN109024507A (en) * | 2018-07-21 | 2018-12-18 | 四川启创建设工程有限公司 | A kind of Novel water conservancy project energy dissipater structure |
| CN109056637A (en) * | 2018-09-23 | 2018-12-21 | 杭州仙珑宇盈科技有限公司 | Highly-safe breakwater and method |
| CN109469013A (en) * | 2018-12-14 | 2019-03-15 | 河海大学设计研究院有限公司 | Ecology river barricade |
| CN111676895A (en) * | 2020-06-22 | 2020-09-18 | 福建万山水利水电设计有限公司 | Slope wave dissipation device |
| CN112813923A (en) * | 2020-12-31 | 2021-05-18 | 李善龙 | Ecological retaining wall based on automatic clearance of unrestrained impulsive force of water |
| CN114197387A (en) * | 2021-12-20 | 2022-03-18 | 深圳市东深工程有限公司 | Waterside ecological flood prevention wall structure and construction method thereof |
| CN115233615A (en) * | 2022-09-03 | 2022-10-25 | 浙江钱塘江海塘物业管理有限公司 | Sea pond wave wall structure and construction method thereof |
-
2017
- 2017-10-20 CN CN201721356647.3U patent/CN207537954U/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024472B (en) * | 2018-07-17 | 2020-11-03 | 王长华 | Water retaining wall for hydraulic engineering |
| CN109024472A (en) * | 2018-07-17 | 2018-12-18 | 芜湖芬特勘测服务有限公司 | A kind of hydraulic engineering waterwall |
| CN109024507A (en) * | 2018-07-21 | 2018-12-18 | 四川启创建设工程有限公司 | A kind of Novel water conservancy project energy dissipater structure |
| CN109024507B (en) * | 2018-07-21 | 2020-05-29 | 四川启创建设工程有限公司 | Hydraulic engineering energy dissipater structure |
| CN109056637A (en) * | 2018-09-23 | 2018-12-21 | 杭州仙珑宇盈科技有限公司 | Highly-safe breakwater and method |
| CN108824357A (en) * | 2018-09-23 | 2018-11-16 | 杭州仙珑宇盈科技有限公司 | The good breakwater of adaptability and method |
| CN109469013B (en) * | 2018-12-14 | 2021-02-26 | 河海大学设计研究院有限公司 | Ecological river retaining wall |
| CN109469013A (en) * | 2018-12-14 | 2019-03-15 | 河海大学设计研究院有限公司 | Ecology river barricade |
| CN111676895A (en) * | 2020-06-22 | 2020-09-18 | 福建万山水利水电设计有限公司 | Slope wave dissipation device |
| CN111676895B (en) * | 2020-06-22 | 2021-07-27 | 福建万山水利水电设计有限公司 | Slope wave dissipation device |
| CN112813923A (en) * | 2020-12-31 | 2021-05-18 | 李善龙 | Ecological retaining wall based on automatic clearance of unrestrained impulsive force of water |
| CN114197387A (en) * | 2021-12-20 | 2022-03-18 | 深圳市东深工程有限公司 | Waterside ecological flood prevention wall structure and construction method thereof |
| CN114197387B (en) * | 2021-12-20 | 2022-11-29 | 深圳市东深工程有限公司 | Waterside ecological flood prevention wall structure and construction method thereof |
| WO2023115395A1 (en) * | 2021-12-20 | 2023-06-29 | 深圳市东深工程有限公司 | Water-side ecological flood wall structure, and construction method therefor |
| CN115233615A (en) * | 2022-09-03 | 2022-10-25 | 浙江钱塘江海塘物业管理有限公司 | Sea pond wave wall structure and construction method thereof |
| CN115233615B (en) * | 2022-09-03 | 2024-03-29 | 浙江钱塘江海塘物业管理有限公司 | Wave wall structure of sea pond and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180626 |