CN205475076U - Pass through prefabricated plate pin -connected panel breakwater of casement - Google Patents
Pass through prefabricated plate pin -connected panel breakwater of casement Download PDFInfo
- Publication number
- CN205475076U CN205475076U CN201620215036.6U CN201620215036U CN205475076U CN 205475076 U CN205475076 U CN 205475076U CN 201620215036 U CN201620215036 U CN 201620215036U CN 205475076 U CN205475076 U CN 205475076U
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- CN
- China
- Prior art keywords
- plate
- sea
- breakwater
- stern
- prefabricated
- 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
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Abstract
The utility model discloses a pass through prefabricated plate pin -connected panel breakwater of casement, this breakwater includes a plurality of prestressed concrete hollow square pile, prefabricate the cab apron, a plurality of board and stern sea boards of heading sea, a plurality of prestressed concrete hollow square pile bury the seabed completely, the seabed is buryyed to prefabricated transition board branch, head sea board and the stern sea board of bottommost insert in the groove that prefabricated the cab apron upper surface, a plurality of prestressed concrete hollow square pile with prefabricated the cab apron, the stern sea board of a plurality of bottommosts, it is even as an organic whole to insert reinforcing bar and concreting three through the trompil, all the other are a plurality of heads sea board and stern sea board and pegs graft each other and constitute the breakwater of four sides trompil energy dissipation. The utility model has the advantages that prevent unrestrained effectually, reflectance and transmission factor are smaller, but have appropriate water permeability simultaneously, and the surface area is great moreover, enclose partly that to close the space more, can provide marine organism and adhere to, perch, friendly to environment.
Description
Technical field
This utility model relates to the technical field of a kind of hydraulic engineering, particularly to a kind of transmission type prefabricated chunk pin-connected panel
Breakwater.
Background technology
Breakwater be block wave impulsive force, go along with sb. to guard him basin, maintain the water surface steadily protect harbour from bad weather shadow
Ring so that safety of ship berths and operation and building in the water built.Breakwater may also function as preventing Sedimentation and wave
The effect of erosion water front.It is the important component part of the coastal port of artificial shielding.
Traditional breakwater, such as vertical breakwater, sloping breakwater etc., the material of employing is the most, construction consumption
Duration, and traditional vertical type or sloping breakwater water penetration are the most poor, water body exchange, protection marine organisms etc.
Aspect is not enough.
On the other hand, although traditional curtain wall type breakwater water penetration is good, but wave transmission coefficient is bigger, and disappear wave effect
Fruit is not strong, and complexity of constructing, cost is higher.For the bad border, ocean that execution conditions are severe, need one construction simple,
Easy for installation, environmentally friendly, and the preferable breakwater of wave absorbing effect.
Utility model content
Technical problem to be solved in the utility model is to provide for that a kind of construction is simple, wave absorbing effect is good, good water permeability,
Surface area is big, be prone to the transmission type prefabricated chunk pin-connected panel breakwater of biological attachment.
In order to solve above technical problem, this utility model provides a kind of transmission type anti-ripple of prefabricated chunk pin-connected panel
Dike, this breakwater includes multiple hollow tubular piles of prestressed concrete, prefabricated transitional plate, multiple plate and stern sea plate of heading sea, multiple pre-
Prestressed concrete hollow shell pill is fully embedded seabed, and prefabricated transitional plate is partly embedded into seabed, head sea plate and the stern sea plate of bottommost
Insert in the groove of prefabricated transitional plate upper surface, multiple hollow tubular piles of prestressed concretes and prefabricated transitional plate, multiple bottommost
Stern sea plate, inserts reinforcing bar by perforate and casting concrete three is connected as a single entity, remaining multiple plate and stern sea plate phase interfix of heading sea
Connect the breakwater constituting four sides perforate energy dissipating.
Wherein the head sea front of plate is vertical with wave stroke direction, and the front of stern sea plate is parallel with wave stroke direction, ripple
Wave plate of mainly being head sea stops, stern sea plate plays carrying and transmits the effect of plate load of heading sea.
Described plate of heading sea is positioned at the most front-seat person with stern sea plate for tilting grafting, reduces the wave impulsive force to plate of heading sea.
The plurality of head sea plate and stern sea plate is the solid parts having through hole.Described through hole is circular hole.
The described front row of plate of heading sea is offset from each other with the through hole of heel row.Described front row head sea plate through hole ratio after
The through hole arranging plate of heading sea is big, increases permeability rate, reduces the wave impulsive force to plate of heading sea.
The plurality of four corners of plate of heading sea are camber.
Superior effect of the present utility model is: wave resistance is effective, and reflection coefficient and transmission coefficient are smaller, but simultaneously
There is suitable water penetration, and surface area is relatively big, partly encloses space more, it is provided that marine organisms adhere to, perch, to ring
Border is friendly.
Accompanying drawing explanation
The Figure of description of the part constituting the application is used for providing being further appreciated by of the present utility model, this practicality
Novel schematic description and description is used for explaining this utility model, is not intended that improper restriction of the present utility model.
In the accompanying drawings:
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the side view of Fig. 1；
Fig. 3 is the structural representation of this utility model prefabricated transitional plate；
Fig. 4 is this utility model hollow tubular piles of prestressed concrete and prefabricated transitional plate, the knot of bottommost stern sea plate bonding
Structure schematic diagram；
Fig. 5 is the most front-seat plate and the structural representation of three, four layers of stern sea plate grafting of heading sea in this utility model；
Label declaration in figure
1 hollow tubular piles of prestressed concrete；2 prefabricated transitional plates；
3 bottommosts are head sea plate；Head sea in the middle part of in the of 4 plate；
5 the most front-seat plates of heading sea；6 the 4th layers of stern sea plate；
7 third layer stern sea plates；8 two layers stern sea plate；
9 bottommost stern sea plates；10-armored concrete is in the milk.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiment of the present utility model is described in detail, but this utility model can be by right
Require that the multitude of different ways limiting and covering is implemented.
Describe embodiment of the present utility model below in conjunction with the accompanying drawings in detail.
Fig. 1 shows the structure chart of this utility model embodiment, and Fig. 2 shows the side view of this utility model embodiment,
Fig. 3 shows the structural representation of this utility model embodiment prefabricated transitional plate.As shown in Figure 1, Figure 2 and Figure 3, this utility model
Providing a kind of transmission type prefabricated chunk pin-connected panel breakwater, this breakwater includes multiple hollow tubular piles of prestressed concrete 1, pre-
Rebound 2 processed, multiple plate and stern sea plate of heading sea, multiple hollow tubular piles of prestressed concretes 1 are fully embedded seabed, prefabricated transitional plate
2 are partly embedded into seabed, bottommost head sea plate 3 and stern sea plate 9 inserts in the groove of prefabricated transitional plate 2 upper surface, multiple prestressing force
Concrete hollow pile tube 1 and prefabricated transitional plate 2, the stern sea plate 9 of multiple bottommost, insert reinforcing bar casting concrete by perforate
Three is connected as a single entity, and remaining is multiple heads sea plate and stern sea plate is mutually inserted the breakwater constituting four sides perforate energy dissipating.
Wherein the head sea front of plate is vertical with wave stroke direction, and the front of stern sea plate is parallel with wave stroke direction, ripple
Wave plate of mainly being head sea stops, stern sea plate plays carrying and transmits the effect of plate load of heading sea.
It is angled relative to each other as it is shown in figure 5, the most front-seat described plate 5 of heading sea is positioned at the 7, the 4th layer of stern sea plate 6 of third layer stern sea plate
Grafting, reduces the wave impulsive force to plate of heading sea.
The plurality of heading sea plate and stern sea plate is the solid parts having through hole, described through hole is circular hole.
The described front row of plate of heading sea is offset from each other with the through hole of heel row.Described front row head sea plate through hole ratio after
The through hole arranging plate of heading sea is big, increases permeability rate, reduces the wave impulsive force to plate of heading sea.
The plurality of four corners of plate of heading sea are camber.
This utility model transmission type prefabricated chunk pin-connected panel breakwater, uses prefabricated reinforced concrete member, prefabricated mixed
The thickness of concrete board regulates according to actual requirement of engineering, makes hollow tubular piles of prestressed concrete 1 and prefabricated transitional by grouting
Plate 2, bottommost stern sea plate 9 bond, and other parts are assembled at the construction field (site).All of head sea plate and circle all opened by stern sea plate
Hole, the position of the diameter in hole, the quantity of perforate and perforate is adjusted according to actual requirement of engineering.The plate of heading sea on the most front-seat top
5 angles of inclination regulate according to actual requirement of engineering.Stern sea plate and plate of heading sea are mutually perpendicular to grafting, form the energy dissipating of four sides perforate
Room.And energy dissipating room is similar to abnormity reefs, and surface area is big, good water permeability, it is easy to biological attachment.Overall structure is permeable, but anti-
Wave is effective, and transmission coefficient is little.
The foregoing is only preferred embodiments of the present utility model, be not limited to this utility model, for this
For the technical staff in field, this utility model can have various modifications and variations.All in spirit of the present utility model and principle
Within, any modification, equivalent substitution and improvement etc. made, within should be included in protection domain of the present utility model.
Claims (6)
1. transmission type prefabricated chunk pin-connected panel breakwater, it is characterised in that: this breakwater includes multiple pre-stressed concrete hollow
Pile tube, prefabricated transitional plate, multiple plate and stern sea plate of heading sea, multiple hollow tubular piles of prestressed concretes are fully embedded seabed, prefabricated
Rebound is partly embedded into seabed, and head sea plate and the stern sea plate of bottommost inserts in the groove of prefabricated transitional plate upper surface, multiple pre-should
Power concrete hollow pile tube and prefabricated transitional plate, the stern sea plate of multiple bottommost, insert reinforcing bar casting concrete by perforate
Three is connected as a single entity, and remaining is multiple heads sea plate and stern sea plate is mutually inserted the breakwater constituting four sides perforate energy dissipating.
Transmission type prefabricated chunk pin-connected panel breakwater the most according to claim 1, it is characterised in that plate of heading sea described in: is positioned at
The most front-seat person and stern sea plate are for tilting grafting.
Transmission type prefabricated chunk pin-connected panel breakwater the most according to claim 1, it is characterised in that: the plurality of plate of heading sea
It is the solid parts having through hole with stern sea plate.
Transmission type prefabricated chunk pin-connected panel breakwater the most according to claim 3, it is characterised in that before plate of heading sea described in:
Arrange the through hole with heel row to be offset from each other.
Transmission type prefabricated chunk pin-connected panel breakwater the most according to claim 4, it is characterised in that: head sea plate in described front row
Through hole bigger than the head sea through hole of plate of heel row.
Transmission type prefabricated chunk pin-connected panel breakwater the most according to claim 1, it is characterised in that: the plurality of plate of heading sea
Four corners are camber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620215036.6U CN205475076U (en) | 2016-03-21 | 2016-03-21 | Pass through prefabricated plate pin -connected panel breakwater of casement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620215036.6U CN205475076U (en) | 2016-03-21 | 2016-03-21 | Pass through prefabricated plate pin -connected panel breakwater of casement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205475076U true CN205475076U (en) | 2016-08-17 |
Family
ID=56654796
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620215036.6U Expired - Fee Related CN205475076U (en) | 2016-03-21 | 2016-03-21 | Pass through prefabricated plate pin -connected panel breakwater of casement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205475076U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107326857A (en) * | 2017-05-18 | 2017-11-07 | 中山大学 | The wave absorption model and experimental system of multiple continuous slope climbing type wave absorption plates of variable-angle |
| CN109371902A (en) * | 2018-12-10 | 2019-02-22 | 中交第航务工程勘察设计院有限公司 | Piling strtucture breakwater with energy dissipating room |
| CN110226547A (en) * | 2019-06-14 | 2019-09-13 | 福州大学 | Buoyancy tank is arranged in anti-wave fishing |
-
2016
- 2016-03-21 CN CN201620215036.6U patent/CN205475076U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107326857A (en) * | 2017-05-18 | 2017-11-07 | 中山大学 | The wave absorption model and experimental system of multiple continuous slope climbing type wave absorption plates of variable-angle |
| CN109371902A (en) * | 2018-12-10 | 2019-02-22 | 中交第航务工程勘察设计院有限公司 | Piling strtucture breakwater with energy dissipating room |
| CN110226547A (en) * | 2019-06-14 | 2019-09-13 | 福州大学 | Buoyancy tank is arranged in anti-wave fishing |
| CN110226547B (en) * | 2019-06-14 | 2021-04-27 | 福州大学 | Wave-proof fish raft buoyancy tank |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 Termination date: 20200321 |