CN106522155A - Wave-dissipating water-permeable breakwater - Google Patents
Wave-dissipating water-permeable breakwater Download PDFInfo
- Publication number
- CN106522155A CN106522155A CN201610926110.XA CN201610926110A CN106522155A CN 106522155 A CN106522155 A CN 106522155A CN 201610926110 A CN201610926110 A CN 201610926110A CN 106522155 A CN106522155 A CN 106522155A
- Authority
- CN
- China
- Prior art keywords
- permeable
- wave
- breakwater
- wall
- water
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 6
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000005484 gravity Effects 0.000 abstract description 2
- 230000000903 blocking effect Effects 0.000 abstract 5
- 238000009991 scouring Methods 0.000 abstract 1
- 230000007613 environmental effect Effects 0.000 description 3
- 239000013535 sea water Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009545 invasion Effects 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 239000000571 coke Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention relates to a wave-dissipating water-permeable breakwater. The breakwater is characterized by comprising a frame, wall piles and wave blocking walls, wherein the frame comprises an upper-layer frame and a lower-layer frame, cross beams of the frame are connected through connecting beams, the upper-layer frame and the lower-layer frame are connected through a plurality of stand columns to form the whole frame, a plurality of wall pile holes are formed in the corresponding positions on the cross beams of the upper-layer frame and the lower-layer frame, the wall piles penetrate in the wall pile holes, the wall blocking walls are arranged on the two sides of the cross beams and provided with water-permeable openings, and the water-permeable openings in the wave blocking walls on the two sides communicate to form a water-permeable channel. The wave-dissipating water-permeable breakwater has the beneficial effects that because the wall blocking walls are arranged at the positions close to the two sides of the wave-dissipating water-permeable breakwater and the water-permeable channel is arranged between the wave blocking walls, exchange of water inside the breakwater and water outside the breakwater can be achieved, and the wave load can be resisted. The wave-dissipating water-permeable breakwater integrates the advantages of gravity type, high pile type and plate type structures, and is stable in structure, high in bearing capacity, and capable of effectively resisting wave scouring. Both the frame and the wall piles are prefabricated on land, and therefore the construction efficiency of the breakwater can be greatly improved.
Description
Technical field
The invention belongs to waterwork, more particularly to one kind disappears unrestrained permeable breakwater.
Background technology
The function of breakwater is invasion and attack of the outer sea wave of defence to screened marine site, and for the berthing of ship, operation is provided and put down
Surely, clear waters, hydraulic structure in protection port.Therefore breakwater has special status in port engineering.But conduct
Immediate offshore area, the basin in breakwater are easily polluted by organic matter, municipal sewage and industrial wastewater.Especially closing or half
The bay of closing, as itself and extraneous mass exchange ability, the water coke slurry rate of seawater are low, environmental carrying capacity is weaker.Therefore,
For the basin water body under Lagoon environment more should be noted its water environmental problems, water body fully must be exchanged, ability
Ensure sea water quality, protect the marine environment.
It is structural shape that frame wall pile type wharf or wall pile frame construction and existing breakwater have common advantage
Stable, capacity of anti-storm is strong.It is when said structure is used as breakwater, poor with the unrestrained ability that disappears due to not possessing permeable, cause to prevent
The exchange of seawater ability of ripple dike, invasion and attack of the wave on harbour region environment affect very big, and especially the marine site of harsh environmental conditions, general
Logical breakwater cannot ensure stablizing for waters in port.
The content of the invention
It is an object of the invention to overcome the shortcomings of above-mentioned technology, there is provided one kind disappears unrestrained permeable breakwater, water is capable of achieving
Body is exchanged, with good wave absorbing effect.
The present invention for achieving the above object, is employed the following technical solutions：One kind disappears unrestrained permeable breakwater, it is characterized in that：
Including framework, wall stake and wave wall, the framework includes upper strata framework and lower floor's framework, and the crossbeam of framework is connected by linking beam
Connect, upper strata framework and lower floor's framework consist of the crossbeam of general frame, upper strata framework and lower floor's framework after the connection of some columns
Upper correspondence position is provided with some wall stake holes, the wall stake holes and runs through wall stake, and the crossbeam both sides are provided with wave wall, the gear
Unrestrained wall is provided with permeable mouth, and the permeable mouth connection of both sides wave wall constitutes water-permeable passage.
The upper strata framework and lower floor's framework include two crossbeams respectively, are connected by 2-4 roots linking beam between crossbeam.
The permeable mouth shape of cross section is rounded or square.
The linear type of the water-permeable passage or shaped form.
Beneficial effect：Compared with prior art, the crossbeam of the of the invention unrestrained permeable breakwater that disappears is provided with gear by both sides
Unrestrained wall, is provided with water-permeable passage between wave wall, be capable of achieving the water body inside and outside breakwater and exchange, can keep out wave load.It
Gravity type, high stake formula, the advantage of plate type structure are had concurrently, its Stability Analysis of Structures, high capacity can be effective against rushing for wave
Brush.Framework and wall stake adopt land fabrication, and the efficiency of construction of breakwater can be greatly improved.
Description of the drawings
Fig. 1 is the structural representation front elevation view of the present invention；
Fig. 2 is the structural plan figure of the present invention；
Fig. 3 is the structure side elevational view of the present invention；
In figure：1- linking beams, 2- crossbeams, 3- columns, 4- wave walls, the permeable mouths of 5-, 6- wall stake holes, 7- wall stakes, 8, permeable
Passage.
A, upper strata framework, B, lower floor's framework.
Specific embodiment
The specific embodiment of the present invention is described in detail with reference to preferred embodiment.
Refer to accompanying drawing, the present embodiment provides one kind and disappears unrestrained permeable breakwater, including framework, wall stake 7 and wave wall 4, institute
Stating framework includes upper strata framework A and lower floor framework B, and the crossbeam 2 of framework is connected by linking beam 1, upper strata framework and lower floor's framework
Correspondence position on the crossbeam of general frame, upper strata framework and lower floor's framework is constituted after some columns 3 connect and is provided with some walls
Stake holes 6, runs through wall stake in the wall stake holes, and the crossbeam both sides are provided with wave wall 4, and the wave wall is provided with permeable mouth 5, and two
The permeable mouth connection of side wave wall constitutes water-permeable passage 8.The permeable mouth shape of cross section is rounded or square.The present embodiment is
Square permeable mouth.The linear type of the water-permeable passage or shaped form.The linear type of the present embodiment water-permeable passage.
Upper strata framework described in the present embodiment and lower floor's framework include two crossbeams respectively, are linked by 2-4 roots between crossbeam
Beam connects.
Disappear the construction method of unrestrained permeable breakwater：
(1) land precast frame, arranges wall stake holes, casting concrete between the permeable mouth of wave wall in cruciform bracing position
Water-permeable passage is formed, water-permeable passage is in " returning " type hollow structure；
(2) framework installation site is dredged and is flattened；
(3) refuted by side and framework is transported to into job site, crane gear lifting framework is slowly placed in construction location；
(4) wall stake is sunk to along wall stake holes；
(5) in lower portion backfill or sand material；
(6) framework upper casting concrete surface layer Superstructure Construction is carried out, completes placement and the wall sunk pile of framework.
The above-mentioned detailed description a kind of unrestrained permeable breakwater that disappears carried out with reference to embodiment, be it is illustrative rather than
It is determinate, several embodiments, therefore the change under without departing from present general inventive concept can be included according to limited scope
Change and change, should belong within protection scope of the present invention.
Claims (4)
1. one kind disappears unrestrained permeable breakwater, it is characterized in that：Including framework, wall stake and wave wall, the framework includes upper strata frame
Frame and lower floor's framework, the crossbeam of framework are connected by linking beam, the upper strata framework and lower floor's framework structure after the connection of some columns
On the crossbeam of integral framework, upper strata framework and lower floor's framework, correspondence position is provided with some wall stake holes, runs through in the wall stake holes
Wall stake, the crossbeam both sides are provided with wave wall, and the wave wall is provided with permeable mouth, and the permeable mouth connection of both sides wave wall is constituted
Water-permeable passage.
2. the unrestrained permeable breakwater that disappears according to claim 1, is characterized in that：The upper strata framework and lower floor's framework difference
Including two crossbeams, connected by 2-4 roots linking beam between crossbeam.
3. the unrestrained permeable breakwater that disappears according to claim 1, is characterized in that：The permeable mouth shape of cross section is rounded
Or it is square.
4. the unrestrained permeable breakwater that disappears according to claim 1 or 3, is characterized in that：The linear type of the water-permeable passage or
Shaped form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610926110.XA CN106522155A (en) | 2016-10-31 | 2016-10-31 | Wave-dissipating water-permeable breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610926110.XA CN106522155A (en) | 2016-10-31 | 2016-10-31 | Wave-dissipating water-permeable breakwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106522155A true CN106522155A (en) | 2017-03-22 |
Family
ID=58293174
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610926110.XA Pending CN106522155A (en) | 2016-10-31 | 2016-10-31 | Wave-dissipating water-permeable breakwater |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106522155A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360454A (en) * | 2018-02-24 | 2018-08-03 | 中国石油大学(华东) | A kind of Novel horizontal oblique cutting plate curtain wall type breakwater |
| CN109706884A (en) * | 2019-02-21 | 2019-05-03 | 中国人民解放军陆军军事交通学院镇江校区 | A kind of breakwater |
| CN110747806A (en) * | 2019-11-04 | 2020-02-04 | 上海勘测设计研究院有限公司 | Sheet pile element and prefabricated ecological revetment structure |
| CN111648299A (en) * | 2020-05-13 | 2020-09-11 | 中交第三航务工程勘察设计院有限公司 | Wave-blocking high-pile wharf based on densely-arranged inclined piles and construction method thereof |
| CN116065530A (en) * | 2023-02-15 | 2023-05-05 | 江苏科技大学 | Double-row bamboo pole-tire string permeable breakwater and preparation method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002266331A (en) * | 2001-03-06 | 2002-09-18 | Yoshihiro Takahashi | Method for opening water flowing hole in existing breakwater, and exchanging seawater between interior and exterior of harbor |
| CN202175933U (en) * | 2011-07-03 | 2012-03-28 | 华侨大学 | Novel breakwater |
| CN103243678A (en) * | 2013-05-23 | 2013-08-14 | 天津港航工程有限公司 | Breakwater |
-
2016
- 2016-10-31 CN CN201610926110.XA patent/CN106522155A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002266331A (en) * | 2001-03-06 | 2002-09-18 | Yoshihiro Takahashi | Method for opening water flowing hole in existing breakwater, and exchanging seawater between interior and exterior of harbor |
| CN202175933U (en) * | 2011-07-03 | 2012-03-28 | 华侨大学 | Novel breakwater |
| CN103243678A (en) * | 2013-05-23 | 2013-08-14 | 天津港航工程有限公司 | Breakwater |
Non-Patent Citations (1)
| Title |
|---|
| 蒋霄等: "环抱式港池内水体交换与改善措施综述", 《科技创新》 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360454A (en) * | 2018-02-24 | 2018-08-03 | 中国石油大学(华东) | A kind of Novel horizontal oblique cutting plate curtain wall type breakwater |
| CN109706884A (en) * | 2019-02-21 | 2019-05-03 | 中国人民解放军陆军军事交通学院镇江校区 | A kind of breakwater |
| CN110747806A (en) * | 2019-11-04 | 2020-02-04 | 上海勘测设计研究院有限公司 | Sheet pile element and prefabricated ecological revetment structure |
| CN111648299A (en) * | 2020-05-13 | 2020-09-11 | 中交第三航务工程勘察设计院有限公司 | Wave-blocking high-pile wharf based on densely-arranged inclined piles and construction method thereof |
| CN111648299B (en) * | 2020-05-13 | 2021-09-21 | 中交第三航务工程勘察设计院有限公司 | Wave-retaining high-pile wharf and breakwater structure based on densely-arranged inclined piles and construction method thereof |
| CN116065530A (en) * | 2023-02-15 | 2023-05-05 | 江苏科技大学 | Double-row bamboo pole-tire string permeable breakwater and preparation method thereof |
| CN116065530B (en) * | 2023-02-15 | 2023-12-22 | 江苏科技大学 | Double-row bamboo pole-tire string permeable breakwater and preparation method thereof |
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Application publication date: 20170322 |
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