CN206467632U - A kind of Acting on Perforated Caisson vertical breakwater - Google Patents
A kind of Acting on Perforated Caisson vertical breakwater Download PDFInfo
- Publication number
- CN206467632U CN206467632U CN201720001292.XU CN201720001292U CN206467632U CN 206467632 U CN206467632 U CN 206467632U CN 201720001292 U CN201720001292 U CN 201720001292U CN 206467632 U CN206467632 U CN 206467632U
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- China
- Prior art keywords
- caisson
- acting
- top plate
- perforated
- breastwork
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Abstract
The utility model is a kind of Acting on Perforated Caisson vertical breakwater.Including caisson and breastwork, partition wall or dividing plate are wherein set in caisson, some lattices are formed, the face exterior wall of heading sea on caisson top sets caisson perforate, the lattice after caisson perforate is as the unrestrained room that disappears, and caisson is except other lattice back-up sands for the unrestrained outdoor that disappears；Disappear unrestrained room setting top plate, and some water inlets are provided with top plate, and breastwork is arranged on the top of top plate, and the side of heading sea of breastwork is provided with inclined-plane, and inclined-plane sets some delivery ports, and delivery port passes through pipeline communication with the water inlet being provided with top plate.The utility model utilizes wave itself kinetic energy energy dissipating, reduces the wave force of Acting on Perforated Caisson upstanding bank, reduces wave height and reduction overtopping wave after dike.And then reduce caisson size, reduce quantities, investment reduction；And easy construction, water itself kinetic energy, energy-conserving and environment-protective can be made full use of.
Description
Technical field
The utility model is related to breakwater, and especially a kind of new Acting on Perforated Caisson of utilization wave itself kinetic energy energy dissipating is upright
Formula breakwater, belongs to the innovative technology of Acting on Perforated Caisson vertical breakwater.
Background technology
Upstanding bank has levee body good integrity, and installation workload waterborne is small, it is not necessary to which large lifting equipment, construction speed is fast
The advantages of.Acting on Perforated Caisson upstanding bank can be used for reducing wall front-reflection, shock wave pressure and more unrestrained caused transmission ripple etc., with not opening
Hole caisson breakwater is compared, and has the advantages that hydraulic coupling is small, wave height reflection is small.
However, when the top plate elevation for the unrestrained room that disappears is relatively low, wave can produce upward active force to top plate, be unfavorable for breastwork
And the stabilization of top plate.If lifting top plate elevation, the height of caisson need to be increased, then can increase caisson volume, to prefabricated, transport increase
Difficulty；And quantities is added, and cost is improved, it is not environmentally, also uneconomical；And increase levee body for monolithic stability
It may adversely affect.
Therefore, this area needs one kind on the premise of caisson height is not improved, and eliminates wave and top plate is adversely affected, most
It is the breakwater form for the energy energy dissipating that can utilize wave itself well.
The content of the invention
The purpose of this utility model is to overcome drawbacks described above that there is provided a kind of Acting on Perforated Caisson vertical breakwater.This practicality
New utilization wave itself kinetic energy energy dissipating, reduces the wave force of Acting on Perforated Caisson upstanding bank, reduces wave height and reduction overtopping wave after dike.
And then reduce caisson size, reduce quantities, investment reduction；And easy construction, water itself kinetic energy, energy-saving ring can be made full use of
Protect.
The technical solution of the utility model is：Acting on Perforated Caisson vertical breakwater of the present utility model, including caisson and chest
Partition wall or dividing plate are set in wall, wherein caisson, some lattices are formed, the face exterior wall of heading sea on caisson top sets caisson perforate, sunk
Lattice after case perforate is as the unrestrained room that disappears, and caisson is except other lattice back-up sands for the unrestrained outdoor that disappears；Disappear unrestrained room setting top plate, on top plate
Some water inlets are provided with, breastwork is arranged on the top of top plate, and the side of heading sea of breastwork is provided with inclined-plane, and inclined-plane sets some water outlets
Mouthful, delivery port passes through pipeline communication with the water inlet being provided with top plate.
The not simple pressure release of the utility model, but wave itself kinetic energy is utilized, by set by seawater from the inclined-plane of breastwork
Delivery port is extruded, and is liquidated with wave.The utility model compared with prior art, has the following advantages that：1）During high water level, decrease disappears
Effect of the unrestrained interior wave to top plate and breastwork, improves stability, the function with relief hole；2）Reduce Wave energy, so that
Reduce the effect that wave is just facing levee body；3）More traditional Acting on Perforated Caisson upstanding bank reduces wave height after overtopping wave, reduction dike；4）Improve
Breakwater monolithic stability, can scaled-back sectional dimension, reach the purpose for saving quantities.
Brief description of the drawings
The utility model is described in further detail below in conjunction with embodiment and accompanying drawing：
Fig. 1 is structural representation of the present utility model；
Fig. 2 is side view of the present utility model；
Fig. 3 is water inlet, the schematic diagram of the square arrangement of delivery port；
The schematic diagram that Fig. 4 is water inlet, delivery port is in quincuncial arrangement.
In figure, delivery port 1, water inlet 2, pipeline 3, top plate 4, disappear unrestrained room 5, caisson perforate 6, caisson 7, breastwork 8.
Embodiment
As shown in Figure 1, 2, Acting on Perforated Caisson vertical breakwater of the present utility model, including caisson 7 and breastwork 8, wherein heavy
Partition wall or dividing plate are set in case 7, some lattices are formed, the face exterior wall of heading sea on the top of caisson 7 sets caisson perforate 6, caisson perforate 6
Lattice afterwards is used as the unrestrained room 5 that disappears, other lattice back-up sands of caisson 7 in addition to the unrestrained room 5 that disappears；Disappear the unrestrained installing top set of room 5 plate 4, top plate 4
On be provided with some water inlets 2, breastwork 8 is arranged on the top of top plate 4, and the side of heading sea of breastwork 8 is provided with inclined-plane, and inclined-plane sets some
Delivery port 1, delivery port 1 is connected with the water inlet 2 being provided with top plate 4 by pipeline 3.The bottom of above-mentioned caisson 7 is bedding, shield
Bottom, bedding, river bottom protection are identical with conventional upright dike.
In the present embodiment, in order to consider to reduce the energy loss during seawater enters the unrestrained room 5 that disappears, so as to be sprayed from delivery port
Certain speed is kept when going out, caisson perforate 6 uses rectangle well format.
In the present embodiment, the water inlet 2 set on the top plate 4 is circular hole water inlet, the square arrangement of water inlet 2.
The form of arranged in squares is that water inlet is arranged on all intersection points of latitude and longitude, and the geometric center line of water inlet 2 is in pros
Shape.As shown in figure 3, the advantage of this arrangement is：Under conditions of identical intake-outlet number, the concrete of pipeline enclosure
Globality more preferably, is easy to arrangement of reinforcement, and set up template.Shortcoming is：Distribution is uneven compared with quincuncial arrangement.
In the present embodiment, the caisson 7 and breastwork 8 are reinforced concrete structure.
In the present embodiment, the pipeline 3 is bend pipe.Pipeline 3 is in construction with the pvc pipe of respective shapes is made as mould
Plate, breastwork 8 is poured finish after without remove, it is very convenient.
In the present embodiment, the delivery port 1 is in the position pair of the incline position and the water inlet 2 set by top plate 4 of breastwork 8
Should.
In addition, if arrangement of reinforcement allows, the water inlet 1, delivery port 2, the arrangement of pipeline 3 can also use quincunx cloth
Put.The form of quincuncial arrangement is that delivery port is arranged on the summit of equilateral triangle, and geometric center line is in equilateral triangle.
As shown in figure 4, the advantage of this arrangement is：Under conditions of identical delivery port number, distribution is compared with arranged in squares more
Plus it is uniform；Shortcoming is：Arrangement of reinforcement is more difficult.
Operation principle of the present utility model is：When water level is higher, is close to or higher than top plate elevation, seawater is first by heavy
Case perforate 6 enters the unrestrained room 5 that disappears, then enters from water inlet 2, through pipeline 3, is sprayed, is liquidated with wave by delivery port 1, reduces perforate
Wave height and overtopping wave is reduced after the wave force of caisson upstanding bank, reduction dike.And then reduce caisson size, quantities is reduced, is saved
Investment.
The utility model not only easy construction, more traditional Acting on Perforated Caisson upstanding bank is more efficient, and can make full use of
Water itself kinetic energy, energy-conserving and environment-protective.
Although embodiment of the present utility model is described above in association with accompanying drawing, the utility model does not limit to
In above-mentioned specific embodiments and applications field, above-mentioned specific embodiment be only it is schematical, guiding, without
It is restricted.One of ordinary skill in the art is under the enlightenment of this specification and is not departing from the utility model claim
In the case of the scope protected, the form of many kinds can also be made, these belong to the row of the utility model protection.
Claims (8)
1. a kind of Acting on Perforated Caisson vertical breakwater, it is characterised in that：Including caisson and breastwork, wherein set in caisson partition wall or
Dividing plate, forms some lattices, and the face exterior wall of heading sea on caisson top sets caisson perforate, and the lattice after caisson perforate is used as the wave that disappears
Room, caisson is except other lattice back-up sands for the unrestrained outdoor that disappears；Disappear unrestrained room setting top plate, is provided with some water inlets on top plate, breastwork is set
Put at the top of top plate, the side of heading sea of breastwork is provided with inclined-plane, and inclined-plane sets what is be provided with some delivery ports, delivery port and top plate
Water inlet passes through pipeline communication.
2. Acting on Perforated Caisson vertical breakwater according to claim 1, it is characterised in that：The caisson perforate uses rectangle
Well format.
3. Acting on Perforated Caisson vertical breakwater according to claim 1, it is characterised in that：The water inlet set on the top plate
Mouthful it is circular hole water inlet, the square arrangement of water inlet, or in quincuncial arrangement.
4. Acting on Perforated Caisson vertical breakwater according to claim 1, it is characterised in that：Some delivery ports are in pros
Shape is arranged.
5. Acting on Perforated Caisson vertical breakwater according to claim 1, it is characterised in that：The pipeline is bend pipe.
6. according to the Acting on Perforated Caisson vertical breakwater described in claim 1, it is characterised in that：The caisson（7）And breastwork is
Reinforced concrete structure.
7. Acting on Perforated Caisson vertical breakwater according to claim 1, it is characterised in that：The caisson perforate uses square
Shape.
8. the Acting on Perforated Caisson vertical breakwater according to any one of claim 1 to 7, it is characterised in that：The delivery port
It is corresponding with the position of the water inlet set by top plate in the incline position of breastwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720001292.XU CN206467632U (en) | 2017-01-03 | 2017-01-03 | A kind of Acting on Perforated Caisson vertical breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720001292.XU CN206467632U (en) | 2017-01-03 | 2017-01-03 | A kind of Acting on Perforated Caisson vertical breakwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206467632U true CN206467632U (en) | 2017-09-05 |
Family
ID=59705946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720001292.XU Withdrawn - After Issue CN206467632U (en) | 2017-01-03 | 2017-01-03 | A kind of Acting on Perforated Caisson vertical breakwater |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206467632U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592516A (en) * | 2017-01-03 | 2017-04-26 | 广东省航运规划设计院有限公司 | Perforated caisson vertical groyne |
| CN109972586A (en) * | 2019-01-04 | 2019-07-05 | 中交第三航务工程勘察设计院有限公司 | Breakwater composite construction |
-
2017
- 2017-01-03 CN CN201720001292.XU patent/CN206467632U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592516A (en) * | 2017-01-03 | 2017-04-26 | 广东省航运规划设计院有限公司 | Perforated caisson vertical groyne |
| CN106592516B (en) * | 2017-01-03 | 2019-10-11 | 广东省航运规划设计院有限公司 | A kind of Acting on Perforated Caisson vertical breakwater |
| CN109972586A (en) * | 2019-01-04 | 2019-07-05 | 中交第三航务工程勘察设计院有限公司 | Breakwater composite construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170905 Effective date of abandoning: 20191011 |
|
| AV01 | Patent right actively abandoned |