CN209114418U - A kind of pile foundation transmission type breakwater - Google Patents
A kind of pile foundation transmission type breakwater Download PDFInfo
- Publication number
- CN209114418U CN209114418U CN201821712462.6U CN201821712462U CN209114418U CN 209114418 U CN209114418 U CN 209114418U CN 201821712462 U CN201821712462 U CN 201821712462U CN 209114418 U CN209114418 U CN 209114418U
- Authority
- CN
- China
- Prior art keywords
- pile
- eliminating board
- wave
- wave eliminating
- 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.)
- Withdrawn - After Issue
Links
- 230000005540 biological transmission Effects 0.000 title claims abstract description 20
- 239000004576 sand Substances 0.000 claims abstract description 22
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 19
- 239000004567 concrete Substances 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 62
- 230000035699 permeability Effects 0.000 claims description 35
- 238000010276 construction Methods 0.000 claims description 5
- 238000009417 prefabrication Methods 0.000 claims description 5
- 238000011065 in-situ storage Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 20
- 238000003911 water pollution Methods 0.000 abstract description 3
- 230000007547 defect Effects 0.000 abstract description 2
- 239000008239 natural water Substances 0.000 abstract description 2
- 238000004062 sedimentation Methods 0.000 abstract description 2
- 230000033001 locomotion Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000009738 saturating Methods 0.000 description 2
- 239000013535 sea water Substances 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 230000000873 masking effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of pile foundation transmission type breakwater, including Reinforced Concrete Double fork prefabricated pile, pile cover, crossbeam, stringer, prefabricated panel, wave wall and breastwork；Wherein, Reinforced Concrete Double fork prefabricated pile top is cast with pile cover, crossbeam and stringer are fixedly installed on pile cover, prefabricated panel is fixedly installed on crossbeam and stringer, wave wall and breastwork are fixedly installed in prefabricated panel, prefabricated panel, filled with backfill layer of sand between wave wall and breastwork, it backfills and has concrete topping on layer of sand, through the above technical solution, existing breakwater is solved to be affected to hydrodynamic environment, it is easy to produce Sedimentation change, in Coastline Changes and port the problem of water pollution, there is building stones shortage in the poor region of geological conditions, high cost defect, make its smaller original marine environment of change, protect hydrodynamic force and natural water front environment, and excellent wave absorbing effect can be reached.
Description
Technical field
The utility model relates to harbour, coastal engineering breakwater technical field, more particularly to a kind of pile foundations
Transmission type breakwater.
Background technique
Currently, breakwater defence wave invasion, forms hydraulic structure required for a masking waters, is used as harbour
The important component of hydraulic structure can safeguard the steady of waters in harbour, guarantee ship disengaging, berth and handling operation
Safety.
But traditional breakwater is mostly non-permeable sloping breakwater and upstanding bank, screen region in water body circulation by
Limitation, it is larger to the hydrodynamic environment change of surrounding sea areas, it is easy to produce in the Scour and Accretion, Coastline Changes and port of silt
The problems such as water pollution, wherein sloping breakwater is mostly jackstone structure, and in China certain areas, geological conditions is poor, and building stones more lack
Weary and cost is higher, and upstanding bank can stablize navigation channel water flow and levee body since reflection will form the biggish standing wave of pressure
Etc. having an adverse effect.
Environmentally protective, protection hydrodynamic force is adapted to and the pile foundation transmission type of natural water front environmental demand is anti-therefore it provides a kind of
The problem of wave dike is those skilled in the art's urgent need to resolve.
Utility model content
In view of this, the present invention provides a kind of pile foundation transmission type breakwater is provided, existing breakwater is solved to water
Dynamic environment, which is affected, is easy to produce Sedimentation changes, in Coastline Changes and port the problem of water pollution, in geology item
The poor region of part occur building stones lack, high cost defect, so that it smaller is changed original marine environment, protection hydrodynamic force and nature
Water front environment, and excellent wave absorbing effect can be reached.
To achieve the goals above, the utility model adopts the following technical solution:
A kind of pile foundation transmission type breakwater, including Reinforced Concrete Double pitch prefabricated pile, pile cover, crossbeam, stringer, precast surface
Plate, wave wall and breastwork；Wherein, Reinforced Concrete Double fork prefabricated pile top is cast with the pile cover, consolidates on the pile cover
Surely it is provided with the crossbeam and the stringer, the prefabricated panel is fixedly installed on the crossbeam and the stringer, it is described pre-
The wave wall and the breastwork are fixedly installed on panel processed, between the prefabricated panel, the wave wall and the breastwork
Filled with backfill layer of sand, has concrete topping on the backfill layer of sand；Reinforced Concrete Double fork prefabricated pile is head sea side
For subsidiary wave eliminating board prefabricated pile, the subsidiary wave eliminating board prefabricated pile includes square pile and wave eliminating board, the square pile and the wave eliminating board
It is whole to pour, square hole is offered on the wave eliminating board.
Further, the relationship of the arrangement number of rows of the subsidiary wave eliminating board prefabricated pile and water depth are as follows:It is described
Subsidiary wave eliminating board prefabricated pile arrangement is two rows of, and spacing is 0.5~1 times of L；The subsidiary wave eliminating board prefabricated pile
Arrange a row or two rows；The subsidiary wave eliminating board prefabricated pile arranges a row；Wherein, h is water depth, and L is wavelength.
Further, the relationship of the wave eliminating board height and water depth are as follows:H=h； Wherein, h is water depth, and L is wavelength, and H is wave eliminating board height.
Further, the relationship of the wave eliminating board air permeability rate and water depth are as follows:The lower part of the wave eliminating board is saturating
Empty rate is 0, and top air permeability rate is 20%~40%；The lower part air permeability rate of the wave eliminating board be 20%~
40%, top air permeability rate is 10%~30%；The air permeability rate on the wave eliminating board lower part and the wave eliminating board top is equal
It is 10%~40%；Wherein, h is water depth, and L is wavelength.
Further, the crossbeam, the stringer and the prefabricated panel prefabrication and assembly construction are integrated, and constitute beam and slab type knot
Structure.
Further, the wave wall and the breastwork are square structure on the stringer extending direction.
Further, the backfill layer of sand is medium-sand seam.
By taking above scheme, the beneficial effects of the utility model are:
1) it is set as subsidiary wave eliminating board prefabricated pile by pitching prefabricated pile side of heading sea in Reinforced Concrete Double, and in wave eliminating board
On open up square hole, can achieve ideal wave absorbing effect, also, double fork prefabricated piles are set as by pile foundation, wave eliminating board is
Exposed throughout type does not impact the movement of ambient water substantially, so that the seawater positioned at breakwater two sides be enable smoothly to hand over
It changes, improves the water body exchange capacity of breakwater, smaller change surrounding sea areas hydrodynamic environment, The water is deep and the current fast, ground item for adaptation
Part is poor, the demand at small " green harbour " is influenced on sea area hydrodynamic environment；
2) subsidiary wave eliminating board prefabricated pile, pile cover, crossbeam, stringer, prefabricated panel etc. are armored concrete knot used by
Structure, each department cost are not much different, and provide good guarantee for control engineering cost；
3) according to the relationship of the water depth in Practical Project location sea area and wavelength, judge the ground sea area wave type, with
This determines that wave eliminating board height saves the use of material on the basis of making full use of wave eliminating board to reach ideal wave absorbing effect, reduces
Project cost；
4) according to the relationship of the water depth in Practical Project location sea area and wavelength, judge the ground sea area wave type, really
Determine air permeability rate, on the basis of meeting wave absorbing effect, while achieving the effect that keeping out lower part silt enters in port, and meet increase
The requirement of water body exchange capacity；
5) according to the relationship of the water depth in Practical Project location sea area and wavelength, judge the ground sea area wave type, really
Surely it is attached to wave eliminating board prefabricated pile and one row or two rows is set, guarantee reaches ideal wave absorbing effect.
It can be seen via above technical scheme that compared with prior art, the utility model discloses that provide a kind of pile foundation saturating
Casement breakwater improves the ability of water body before and after the anti-wave of wave that disappears, exchange breakwater, utmostly reduces to sea area hydrodynamic force
The influence of environment.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is the embodiments of the present invention, for those of ordinary skill in the art, without creative efforts, also
Other attached drawings can be obtained according to the attached drawing of offer.
Fig. 1 attached drawing is a kind of cross-sectional view of pile foundation transmission type breakwater provided by the utility model；
Fig. 2 attached drawing is a kind of skiagraph of pile foundation transmission type breakwater provided by the utility model；
Fig. 3 attached drawing is the subsidiary double cloth of wave eliminating board prefabricated pile in a kind of pile foundation transmission type breakwater provided by the utility model
The cross-sectional view set；
Fig. 4 attached drawing is the structural schematic diagram of subsidiary wave eliminating board prefabricated pile provided by the utility model.
In figure: 1- wave wall, 2- breastwork, 3- prefabricated panel, 4- crossbeam, 5- stringer, 6- pile cover, it is prefabricated that 7- is attached to wave eliminating board
Stake, 8- backfill layer of sand, 9- concrete topping, 71- square pile, 72- wave eliminating board, 73- square hole.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment 1:
As shown in Figs 1-4, the utility model embodiment discloses a kind of pile foundation transmission type breakwater, including armored concrete
Double fork prefabricated piles, pile cover 6, crossbeam 4, stringer 5, prefabricated panel 3, wave wall 1 and breastwork 2；Wherein, Reinforced Concrete Double fork is prefabricated
Stake top is cast with pile cover 6, and crossbeam 4 and stringer 5 are fixedly installed on pile cover 6, is fixedly installed on crossbeam 4 and stringer 5 prefabricated
Panel 3 is fixedly installed wave wall 1 and breastwork 2 in prefabricated panel 3, is filled between prefabricated panel 3, wave wall 1 and breastwork 2
Layer of sand 8 is backfilled, backfills and has concrete topping 9 on layer of sand 8；Reinforced Concrete Double fork prefabricated pile heads sea side as subsidiary wave eliminating board
Prefabricated pile 7, subsidiary wave eliminating board prefabricated pile 7 include square pile 71 and wave eliminating board 72, square pile 71 with wave eliminating board 72 is whole pours, wave eliminating board
Square hole 73 is offered on 72.It is set as subsidiary wave eliminating board prefabricated pile 7 by pitching prefabricated pile side of heading sea in Reinforced Concrete Double,
Square hole 73 is opened up on wave eliminating board 72 again, can achieve ideal wave absorbing effect, also, double forks are set as in advance by pile foundation
Stake processed, wave eliminating board 72 are exposed throughout type, are not impacted substantially to the movement of ambient water, to make positioned at the sea of breakwater two sides
Water energy is enough smoothly to be exchanged, and the water body exchange capacity of breakwater, smaller change surrounding sea areas hydrodynamic environment are improved.
Specifically, crossbeam 4, stringer 5 and 3 prefabrication and assembly construction of prefabricated panel are integrated, beam and slab type structure is constituted.
Specifically, wave wall 1 and breastwork 2 are square structure on 5 extending direction of stringer.
Specifically, backfill layer of sand 8 is medium-sand seam.
In order to further embody the technical effect of the utility model, the arrangement of the subsidiary wave eliminating board prefabricated pile 7 of the present embodiment
Number of rows and the relationship of water depth can be with are as follows:Subsidiary wave eliminating board prefabricated pile 7 arranges that two rows, spacing are the 0.5~1 of L
Times；Subsidiary wave eliminating board prefabricated pile 7 arranges a row or two rows；Subsidiary wave eliminating board prefabricated pile 7 is arranged
One row；Wherein, h is water depth, and L is wavelength, and in the present embodiment, the relationship of water depth and wavelength isThen incidentally disappear
Wave plate prefabricated pile 7 is arranged as two rows, and spacing is 0.5 times of L.
In order to further embody the technical effect of the utility model, the pass of wave eliminating board 72 height and water depth of the present embodiment
System can be with are as follows:H=h； Its
In, h is water depth, and L is wavelength, and H is wave eliminating board height, and in the present embodiment, the relationship of water depth and wavelength isThen
72 height of wave eliminating board is equal with water depth.
In order to further embody the technical effect of the utility model, 72 air permeability rate of wave eliminating board of the present embodiment and water depth
Relationship are as follows:The lower part air permeability rate of wave eliminating board 72 is 0, and top air permeability rate is 20%~40%；
The lower part air permeability rate of wave eliminating board 72 is 20%~40%, top air permeability rate is 10%~30%；72 lower part of wave eliminating board
Air permeability rate with 72 top of wave eliminating board is 10%~40%；Wherein, h is water depth, and L is wavelength, in the present embodiment, water depth
Relationship with wavelength isThen the lower part air permeability rate of wave eliminating board 72 is 0, and top air permeability rate is 20%~40%.
Embodiment 2:
As shown in Figs 1-4, the utility model embodiment discloses a kind of pile foundation transmission type breakwater, including armored concrete
Double fork prefabricated piles, pile cover 6, crossbeam 4, stringer 5, prefabricated panel 3, wave wall 1 and breastwork 2；Wherein, Reinforced Concrete Double fork is prefabricated
Stake top is cast with pile cover 6, and crossbeam 4 and stringer 5 are fixedly installed on pile cover 6, is fixedly installed on crossbeam 4 and stringer 5 prefabricated
Panel 3 is fixedly installed wave wall 1 and breastwork 2 in prefabricated panel 3, is filled between prefabricated panel 3, wave wall 1 and breastwork 2
Layer of sand 8 is backfilled, backfills and has concrete topping 9 on layer of sand 8；Reinforced Concrete Double fork prefabricated pile heads sea side as subsidiary wave eliminating board
Prefabricated pile 7, subsidiary wave eliminating board prefabricated pile 7 include square pile 71 and wave eliminating board 72, square pile 71 with wave eliminating board 72 is whole pours, wave eliminating board
Square hole 73 is offered on 72.It is set as subsidiary wave eliminating board prefabricated pile 7 by pitching prefabricated pile side of heading sea in Reinforced Concrete Double,
Square hole 73 is opened up on wave eliminating board 72 again, can achieve ideal wave absorbing effect, also, double forks are set as in advance by pile foundation
Stake processed, wave eliminating board 72 are exposed throughout type, are not impacted substantially to the movement of ambient water, to make positioned at the sea of breakwater two sides
Water energy is enough smoothly to be exchanged, and the water body exchange capacity of breakwater, smaller change surrounding sea areas hydrodynamic environment are improved.
Specifically, crossbeam 4, stringer 5 and 3 prefabrication and assembly construction of prefabricated panel are integrated, beam and slab type structure is constituted.
Specifically, wave wall 1 and breastwork 2 are square structure on 5 extending direction of stringer.
Specifically, backfill layer of sand 8 is medium-sand seam.
In order to further embody the technical effect of the utility model, the arrangement of the subsidiary wave eliminating board prefabricated pile 7 of the present embodiment
Number of rows and the relationship of water depth can be with are as follows:Subsidiary wave eliminating board prefabricated pile 7 arranges that two rows, spacing are the 0.5~1 of L
Times；Subsidiary wave eliminating board prefabricated pile 7 arranges a row or two rows；Subsidiary wave eliminating board prefabricated pile 7 is arranged
One row；Wherein, h is water depth, and L is wavelength, and in the present embodiment, the relationship of water depth and wavelength isThen incidentally disappear
Wave plate prefabricated pile 7 is arranged as two rows, and spacing is 1 times of L.
In order to further embody the technical effect of the utility model, the pass of wave eliminating board 72 height and water depth of the present embodiment
System can be with are as follows:H=h； Its
In, h is water depth, and L is wavelength, and H is wave eliminating board height, and in the present embodiment, the relationship of water depth and wavelength isThen
72 height of wave eliminating board is set as with water depth relationship
In order to further embody the technical effect of the utility model, 72 air permeability rate of wave eliminating board of the present embodiment and water depth
Relationship are as follows:The lower part air permeability rate of wave eliminating board 72 is 0, and top air permeability rate is 20%~40%；
The lower part air permeability rate of wave eliminating board 72 is 20%~40%, top air permeability rate is 10%~30%；72 lower part of wave eliminating board
Air permeability rate with 72 top of wave eliminating board is 10%~40%；Wherein, h is water depth, and L is wavelength, in the present embodiment, water depth
Relationship with wavelength isThen the lower part air permeability rate of wave eliminating board 72 be 20%~40%, top air permeability rate be 10%~
30%.
Embodiment 3:
As shown in Fig. 1,2,4, the utility model embodiment discloses a kind of pile foundation transmission type breakwater, including reinforced concrete
Native double fork prefabricated piles, pile cover 6, crossbeam 4, stringer 5, prefabricated panel 3, wave wall 1 and breastwork 2；Wherein, Reinforced Concrete Double fork is pre-
Stake top processed is cast with pile cover 6, and crossbeam 4 and stringer 5 are fixedly installed on pile cover 6, is fixedly installed on crossbeam 4 and stringer 5 pre-
Panel 3 processed is fixedly installed wave wall 1 and breastwork 2 in prefabricated panel 3, fills between prefabricated panel 3, wave wall 1 and breastwork 2
There is backfill layer of sand 8, backfills and have concrete topping 9 on layer of sand 8；Reinforced Concrete Double fork prefabricated pile heads sea side as the wave that incidentally disappears
Plate prefabricated pile 7, subsidiary wave eliminating board prefabricated pile 7 include square pile 71 and wave eliminating board 72, square pile 71 with wave eliminating board 72 is whole pours, disappear wave
Square hole 73 is offered on plate 72.Subsidiary wave eliminating board prefabricated pile is set as by pitching prefabricated pile side of heading sea in Reinforced Concrete Double
7, and square hole 73 is opened up on wave eliminating board 72, it can achieve ideal wave absorbing effect, also, double forks are set as by pile foundation
Prefabricated pile, wave eliminating board 72 are exposed throughout type, are not impacted substantially to the movement of ambient water, to make positioned at breakwater two sides
Seawater can be exchanged smoothly, improve the water body exchange capacity of breakwater, smaller change surrounding sea areas hydrodynamic environment.
Specifically, crossbeam 4, stringer 5 and 3 prefabrication and assembly construction of prefabricated panel are integrated, beam and slab type structure is constituted.
Specifically, wave wall 1 and breastwork 2 are square structure on 5 extending direction of stringer.
Specifically, backfill layer of sand 8 is medium-sand seam.
In order to further embody the technical effect of the utility model, the arrangement of the subsidiary wave eliminating board prefabricated pile 7 of the present embodiment
Number of rows and the relationship of water depth can be with are as follows:Subsidiary wave eliminating board prefabricated pile 7 arranges that two rows, spacing are the 0.5~1 of L
Times；Subsidiary wave eliminating board prefabricated pile 7 arranges a row or two rows；Subsidiary wave eliminating board prefabricated pile 7 is arranged
One row；Wherein, h is water depth, and L is wavelength, and in the present embodiment, the relationship of water depth and wavelength isThen incidentally disappear wave
Plate prefabricated pile 7 is arranged as a row.
In order to further embody the technical effect of the utility model, the pass of wave eliminating board 72 height and water depth of the present embodiment
System can be with are as follows:H=h； Its
In, h is water depth, and L is wavelength, and H is wave eliminating board height, and in the present embodiment, the relationship of water depth and wavelength isThen
72 height of wave eliminating board is set as with water depth relationship
In order to further embody the technical effect of the utility model, 72 air permeability rate of wave eliminating board of the present embodiment and water depth
Relationship are as follows:The lower part air permeability rate of wave eliminating board 72 is 0, and top air permeability rate is 20%~40%；
The lower part air permeability rate of wave eliminating board 72 is 20%~40%, top air permeability rate is 10%~30%；72 lower part of wave eliminating board
Air permeability rate with 72 top of wave eliminating board is 10%~40%；Wherein, h is water depth, and L is wavelength, in the present embodiment, water depth
Relationship with wavelength isThen the air permeability rate on 72 top of 72 lower part of wave eliminating board and wave eliminating board is 10%~40%.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.For device disclosed in embodiment
For, since it is corresponded to the methods disclosed in the examples, so being described relatively simple, related place is said referring to method part
It is bright.
The foregoing description of the disclosed embodiments can be realized professional and technical personnel in the field or using originally practical new
Type.Various modifications to these embodiments will be readily apparent to those skilled in the art, and determine herein
The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model.Cause
This, the present invention will not be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The widest scope consistent with features of novelty.
Claims (7)
1. a kind of pile foundation transmission type breakwater, which is characterized in that including Reinforced Concrete Double fork prefabricated pile, pile cover, crossbeam, indulge
Beam, prefabricated panel, wave wall and breastwork；
Wherein, Reinforced Concrete Double fork prefabricated pile top is cast with the pile cover, is fixedly installed on the pile cover described
It is fixedly installed the prefabricated panel on crossbeam and the stringer, the crossbeam and the stringer, is fixed in the prefabricated panel
It is provided with the wave wall and the breastwork, Cast-in-situ Piles in Sand-filling is filled between the prefabricated panel, the wave wall and the breastwork
Layer, have concrete topping on the backfill layer of sand；
The Reinforced Concrete Double fork prefabricated pile heads sea side to be attached to wave eliminating board prefabricated pile, the subsidiary wave eliminating board prefabricated pile packet
Include square pile and wave eliminating board, the square pile with the wave eliminating board is whole pours, offer square hole on the wave eliminating board.
2. a kind of pile foundation transmission type breakwater according to claim 1, which is characterized in that the subsidiary wave eliminating board prefabricated pile
Arrangement number of rows and water depth relationship are as follows:The subsidiary wave eliminating board prefabricated pile arrangement is two rows of, and spacing is the 0.5 of L
~1 times；The subsidiary wave eliminating board prefabricated pile arranges a row or two rows；The subsidiary wave eliminating board
Prefabricated pile arranges a row；Wherein, h is water depth, and L is wavelength.
3. a kind of pile foundation transmission type breakwater according to claim 2, which is characterized in that the wave eliminating board height and the depth of water
The relationship of degree are as follows:H=h； Its
In, h is water depth, and L is wavelength, and H is wave eliminating board height.
4. a kind of pile foundation transmission type breakwater according to claim 3, which is characterized in that the wave eliminating board air permeability rate and water
The relationship of depth are as follows:The lower part air permeability rate of the wave eliminating board is 0, and top air permeability rate is 20%~40%；The lower part air permeability rate of the wave eliminating board is 20%~40%, top air permeability rate is 10%~30%；The air permeability rate on the wave eliminating board lower part and the wave eliminating board top is 10%~40%；Wherein, h is water depth, L
For wavelength.
5. a kind of pile foundation transmission type breakwater according to claim 1, which is characterized in that the crossbeam, the stringer and
The prefabricated panel prefabrication and assembly construction is integrated, and constitutes beam and slab type structure.
6. a kind of pile foundation transmission type breakwater according to claim 1, which is characterized in that the wave wall and the breastwork
It is square structure on the stringer extending direction.
7. a kind of pile foundation transmission type breakwater according to claim 1, which is characterized in that the backfill layer of sand is medium coarse sand
Layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821712462.6U CN209114418U (en) | 2018-10-22 | 2018-10-22 | A kind of pile foundation transmission type breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821712462.6U CN209114418U (en) | 2018-10-22 | 2018-10-22 | A kind of pile foundation transmission type breakwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209114418U true CN209114418U (en) | 2019-07-16 |
Family
ID=67201768
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821712462.6U Withdrawn - After Issue CN209114418U (en) | 2018-10-22 | 2018-10-22 | A kind of pile foundation transmission type breakwater |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209114418U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208534A (en) * | 2018-10-22 | 2019-01-15 | 中国海洋大学 | A kind of pile foundation transmission type breakwater and its construction technology |
-
2018
- 2018-10-22 CN CN201821712462.6U patent/CN209114418U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208534A (en) * | 2018-10-22 | 2019-01-15 | 中国海洋大学 | A kind of pile foundation transmission type breakwater and its construction technology |
| CN109208534B (en) * | 2018-10-22 | 2024-04-02 | 中国海洋大学 | Pile foundation open type breakwater and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106836117A (en) | A kind of porous floating breakwater | |
| CN206477303U (en) | A kind of porous floating breakwater | |
| CN201040840Y (en) | Hydrophilic wave-eliminating breakwater with grid-type structure | |
| CN103243678B (en) | Mole | |
| CN209114418U (en) | A kind of pile foundation transmission type breakwater | |
| CN101144264A (en) | Assembly type gravity-porous marine engineering structure | |
| CN203977437U (en) | The anti-cofferdam structure of breaking through water under a kind of built hydropower complex dam | |
| Burcharth et al. | Types and functions of coastal structures | |
| TWI457488B (en) | A caudal - type breakwater with a circular arc | |
| TW201329315A (en) | Breakwater with compound wave-absorbing chamber | |
| JP4305872B2 (en) | Tsunami breakwater | |
| CN206538732U (en) | A kind of long piled wharf | |
| CN102900097B (en) | Reverse filtering layer device for assisting in mounting suction barrel-shaped foundation applied to silt seabed and method for mounting barrel-shaped foundation | |
| CN216041278U (en) | Novel pile foundation scour prevention structure | |
| CN211690178U (en) | Frame type ecological caisson wharf structure | |
| CN209798657U (en) | movable caisson breakwater structure | |
| CN211200273U (en) | Floating ecological wave-absorbing revetment | |
| CN109208534A (en) | A kind of pile foundation transmission type breakwater and its construction technology | |
| CN201058995Y (en) | Seaside earth coffer-dam | |
| JP2006249914A5 (en) | ||
| CN203668882U (en) | Mixed pile foundation upright breakwater | |
| CN203256680U (en) | Jetty | |
| van Rijn | Local scour near structures | |
| CN208685530U (en) | One kind disappears shipping agency waves revetment structure | |
| CN208136829U (en) | A kind of caisset jetty type wharf |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20190716 Effective date of abandoning: 20240402 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20190716 Effective date of abandoning: 20240402 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |