CN104532786A - Floating type wave dissipating device - Google Patents
Floating type wave dissipating device Download PDFInfo
- Publication number
- CN104532786A CN104532786A CN201510003541.4A CN201510003541A CN104532786A CN 104532786 A CN104532786 A CN 104532786A CN 201510003541 A CN201510003541 A CN 201510003541A CN 104532786 A CN104532786 A CN 104532786A
- Authority
- CN
- China
- Prior art keywords
- wave
- buoyancy aid
- wave absorption
- floating
- suppression arrangement
- 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.)
- Granted
Links
- 238000007667 floating Methods 0.000 title claims abstract description 38
- 238000010521 absorption reaction Methods 0.000 claims description 45
- 230000001629 suppression Effects 0.000 claims description 32
- 208000019300 CLIPPERS Diseases 0.000 claims description 27
- 208000021930 chronic lymphocytic inflammation with pontine perivascular enhancement responsive to steroids Diseases 0.000 claims description 27
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 14
- 239000011148 porous material Substances 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims 1
- 230000000149 penetrating effect Effects 0.000 abstract 1
- MOVRNJGDXREIBM-UHFFFAOYSA-N aid-1 Chemical compound O=C1NC(=O)C(C)=CN1C1OC(COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C(NC(=O)C(C)=C2)=O)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C(NC(=O)C(C)=C2)=O)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C(NC(=O)C(C)=C2)=O)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)CO)C(O)C1 MOVRNJGDXREIBM-UHFFFAOYSA-N 0.000 description 32
- 238000004873 anchoring Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000737 periodic effect Effects 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
-
- 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 invention relates to a floating type wave dissipating device. The floating type wave dissipating device comprises a floating body with a hollow cavity, an anchor moored positioning assembly connected with the floating body, and an upper wave dissipating pipe penetrating through the upper surface and the lower surface of the floating body. The floating type wave dissipating device reduces uplift pressure exerted on the wave dissipating device when eliminating wave energy.
Description
Technical field
The present invention relates to a kind of floating wave suppression arrangement.
Background technology
Floating wave suppression arrangement mostly adopt anchoring positioning component carry out location waterborne reach wave absorption disappear wave effect.When stormy waves is excessive or current are too urgent, the uplift pressure that the wave suppression arrangement soffit that floats need bear strengthens, anchor chain pressure increase, thus easily causes floating wave suppression arrangement damage or occur slipping the problem such as anchor or disconnected anchor.
Summary of the invention
The object of the present invention is to provide a kind of floating wave suppression arrangement reducing the uplift pressure self be subject to when eliminating Wave energy.
Object of the present invention is achieved through the following technical solutions:
A kind of floating wave suppression arrangement, it comprises the upper clipper tube that anchoring positioning component that the buoyancy aid with hollow cavity is connected with buoyancy aid and more than run through buoyancy aid upper and lower surface.
Compared to prior art, the invention has the advantages that: not only structure is simple for it, be easy to manufacture, and clear up the pressure of wave to buoyancy aid soffit by upper clipper tube, the energy of wave makes water to enter in pipe and may gush out from the upper port of upper clipper tube that jumping of being formed with wave is unrestrained impacts to clear up Wave energy further mutually.
Accompanying drawing explanation
Fig. 1 is the structural representation sketch of a kind of floating wave suppression arrangement of the present invention embodiment.
Fig. 2 is that the master of Fig. 1 looks sketch.
Fig. 3 is that sketch is looked on the right side of Fig. 2.
Fig. 4 is the structural representation sketch of the present invention's another kind of floating wave suppression arrangement embodiment.
Fig. 5 is another three-dimensional simplified schematic diagram of Fig. 4.
Fig. 6 is that the master of Fig. 4 looks sketch.
Fig. 7 is that sketch is looked on the right side of Fig. 6.
Label declaration: 1, buoyancy aid, 2, anchoring positioning component, 2-1, anchor chain, 3-1, water inlet, 4-1, security seal gate, 5-1, insurance grappling, 5-2, safety chain, 6, upper clipper tube, 7, front clipper tube, 8, wave absorption plate, 8-1, wave absorption hole, 8-2, Wave-dissipating block, 9, arc is head sea plate, 9-1, hole of heading sea, and 10, cushion pad, 11, flexible connecting member, 12, lead unrestrained plate, 12-1, intercommunicating pore.
Detailed description of the invention
Below in conjunction with Figure of description and embodiment, content of the present invention is described in detail:
Embodiment 1:
Be the embodiment schematic diagram of a kind of floating wave suppression arrangement provided by the invention as shown in Figure 1 to Figure 3.
A kind of floating wave suppression arrangement, it comprises the upper clipper tube 6 that anchoring positioning component 2 that the buoyancy aid 1 with hollow cavity is connected with buoyancy aid 1 and more than run through buoyancy aid 1 upper and lower surface.
Described floating wave suppression arrangement also comprises the front clipper tube 7 that more than runs through buoyancy aid 1 front and rear surfaces.
Described floating wave suppression arrangement also comprises more than two pieces tops and to be fixedly arranged on bottom buoyancy aid 1 and the wave absorption plate 8 that arranges of time interval; Described wave absorption plate 8 is provided with multiple wave absorption hole 8-1, and the wave absorption hole 8-1 on adjacent two blocks of wave absorption plates 8 is dislocatedly distributed.
Described wave absorption plate 8 is also provided with multiple Wave-dissipating block 8-2, described Wave-dissipating block is be fixed on the variform haunched member on wave absorption plate 8 surface, Wave-dissipating block 8-2 on adjacent two blocks of wave absorption plates 8 is dislocatedly distributed, the position of Wave-dissipating block 8-2 set on the wave absorption plate 8 of latter a piece faces the wave absorption hole 8-1 on last block of wave absorption plate 8, and the position of wave absorption hole 8-1 set on the wave absorption plate 8 of latter a piece faces the Wave-dissipating block 8-2 on last block of wave absorption plate 8.
Described floating wave suppression arrangement also comprises and is fixedly arranged on the extended arc on front side of buoyancy aid 1 and left and right and heads sea plate 9, and described arc plate 9 of heading sea is provided with more than one the hole 9-1 that heads sea.
For preventing adjacent buoyancy aid 1 from causing damage because mutually colliding, described buoyancy aid 1 left and right sides are arranged with cushion pad 10.
Described buoyancy aid 1 left and right sides is arranged with the fixed connecting piece 11 that connect corresponding to adjacent buoyancy aid 1.
Described floating wave suppression arrangement also comprises and is fixedly arranged on buoyancy aid 1 upper surface and acclivitously from front to back leads unrestrained plate 12, described in lead unrestrained plate 12 for left and right is extended and left and right end is open state.
Describedly lead unrestrained plate 12 and be provided with to be communicated with and lead the intercommunicating pore 12-1 of unrestrained plate 12 upper and lower surface, the upper-end part of driving of described upper clipper tube 6 is in the below of leading unrestrained plate 12.
Described floating wave suppression arrangement also comprises the security seal gate 4-1 being used for opening and closing water inlet making at least one water inlet 3-1 of hollow cavity and ft connection, be located at water inlet 3-1 place that is located on buoyancy aid 1 and to be connected between security seal gate 4-1 and the bottom and to break anchor or slip after anchor and pull open security seal gate 4-1 thus the safety chain assembly that water inlet 3-1 is opened at the positioning component 2 that anchors.
Described safety chain assembly comprises the safety chain 5-2 being located at insurance grappling 5-1 water-bed immediately below security seal gate 4-1 and being connected between security seal gate 4-1 and insurance grappling 5-1, and safety chain 5-2 is longer than the anchor chain 2-1 in anchoring positioning component 2.When occurring slipping anchor or disconnected anchor, safety chain assembly will pull open sealed gate, and water is entered in buoyancy aid 1 from water inlet 3-1, and buoyancy aid 1 is sunk under water rapidly, thus prevent buoyancy aid 1 from impacting relevant water installations, ensure the person and property safety.
Embodiment 2:
Be the embodiment schematic diagram of a kind of floating wave suppression arrangement provided by the invention as shown in Figures 4 to 7.
A kind of floating wave suppression arrangement, is characterized in that: it comprises the upper clipper tube 6 that anchoring positioning component 2 that the buoyancy aid 1 with hollow cavity is connected with buoyancy aid 1 and more than run through buoyancy aid 1 upper and lower surface.
Described floating wave suppression arrangement also comprises the front clipper tube 7 that more than runs through buoyancy aid 1 front and rear surfaces.
Described floating wave suppression arrangement also comprises more than two pieces tops and to be fixedly arranged on bottom buoyancy aid 1 and the wave absorption plate 8 that arranges of time interval; Described wave absorption plate 8 is provided with multiple wave absorption hole 8-1, and the wave absorption hole 8-1 on adjacent two blocks of wave absorption plates 8 is dislocatedly distributed.
Described wave absorption plate 8 is also provided with multiple Wave-dissipating block 8-2, described Wave-dissipating block is be fixed on the variform haunched member on wave absorption plate 8 surface, Wave-dissipating block 8-2 on adjacent two blocks of wave absorption plates 8 is dislocatedly distributed, the position of Wave-dissipating block 8-2 set on the wave absorption plate 8 of latter a piece faces the wave absorption hole 8-1 on last block of wave absorption plate 8, and the position of wave absorption hole 8-1 set on the wave absorption plate 8 of latter a piece faces the Wave-dissipating block 8-2 on last block of wave absorption plate 8.
Described floating wave suppression arrangement also comprises and is fixedly arranged on the extended arc on front side of buoyancy aid 1 and left and right and heads sea plate 9, and described arc plate 9 of heading sea is provided with more than one the hole 9-1 that heads sea.
Described buoyancy aid 1 left and right sides are arranged with cushion pad 10.
Described buoyancy aid 1 left and right sides is arranged with the flexible connecting member 11 that connect corresponding to adjacent buoyancy aid 1.
The upper end of described upper clipper tube 6 bends forward or backward, the rear end of described front clipper tube 7 be bent upwards and port upward.
Wave produces horizontal impact power in the process forming periodic wave, also produces crest uplift pressure vertically upward, and when running into buoyancy aid 1, horizontal impact power face of heading sea that is direct and buoyancy aid 1 is collided; Meanwhile, the deadweight of buoyancy aid 1 forms mutual extruding with uplift pressure vertically upward at buoyancy aid 1 soffit, the height of abatement crest, thus reaches the object reducing Wave energy.
Clipper tube 7 and upper clipper tube 6 before buoyancy aid 1 is arranged, when wave and buoyancy aid 1 head sea face and bottom faces collide or extrude time, part wave flows to behind and the top of buoyancy aid 1 by front clipper tube 7 and upper clipper tube 6, the impact force in decomposition level direction and uplift pressure vertically upward, thus reduce the intensity of design buoyancy aid 1 and anchor chain 2-1, reach the cost reducing integrated engineering.
When the upper end bend forward of upper clipper tube 6, the current gone out by upper clipper tube 6 become to impact with the shape wave that jumps, and consume the energy of wave further; The rear end of current clipper tube 7 be bent upwards and port upward time, the flow energy entering front clipper tube can be allowed to be consumed further.
Claims (10)
1. a floating wave suppression arrangement, is characterized in that: it comprises the upper clipper tube (6) that mooring positioning device (2) that the buoyancy aid (1) with hollow cavity is connected with buoyancy aid (1) and more than run through buoyancy aid (1) upper and lower surface.
2. floating wave suppression arrangement according to claim 1, is characterized in that: it also comprises the front clipper tube (7) that more than runs through buoyancy aid (1) front and rear surfaces.
3. floating wave suppression arrangement according to claim 1, is characterized in that: it also comprises more than two pieces tops and is fixedly arranged on buoyancy aid (1) bottom and the wave absorption plate (8) of time interval setting; Described wave absorption plate (8) is provided with multiple wave absorption hole (8-1), and the wave absorption hole (8-1) on adjacent two pieces of wave absorption plates (8) is dislocatedly distributed;
Described wave absorption plate (8) is also provided with multiple Wave-dissipating block (8-2), described Wave-dissipating block is be fixed on the variform haunched member on wave absorption plate 8 surface, Wave-dissipating block (8-2) on adjacent two pieces of wave absorption plates (8) is dislocatedly distributed, the position of Wave-dissipating block (8-2) set on the wave absorption plate 8 of latter a piece faces the wave absorption hole (8-1) on last block of wave absorption plate 8, and the position in wave absorption hole (8-1) set on the wave absorption plate 8 of latter a piece faces the Wave-dissipating block (8-2) on last block of wave absorption plate 8.
4. floating wave suppression arrangement according to claim 1, is characterized in that: described floating wave suppression arrangement also comprises the security seal gate (4-1) being used for opening and closing water inlet making at least one water inlet (3-1) of hollow cavity and ft connection, be located at water inlet (3-1) place be located on buoyancy aid (1) and to be connected between security seal gate (4-1) and the bottom and to break anchor or slip and pull open security seal gate (4-1) after anchor thus make the safety chain assembly that water inlet (3-1) is opened at the positioning component (2) that anchor.
5. floating wave suppression arrangement according to claim 1, is characterized in that: described buoyancy aid (1) left and right sides are arranged with cushion pad (10).
6. floating wave suppression arrangement according to claim 6, is characterized in that: described buoyancy aid (1) left and right sides is arranged with the flexible connecting member (11) that connect corresponding to adjacent buoyancy aid (1).
7. the floating wave suppression arrangement according to claim 1-6 any one, it is characterized in that: it also comprises and is fixedly arranged on buoyancy aid (1) upper surface and acclivitously from front to back leads unrestrained plate (12), described in lead unrestrained plate (12) for left and right is extended and left and right end is open state.
8. floating wave suppression arrangement according to claim 7, it is characterized in that: described in lead unrestrained plate (12) and be provided with the intercommunicating pore (12-1) that unrestrained plate (12) upper and lower surface is led in connection, the upper-end part of driving of described upper clipper tube (6) is in the below of leading unrestrained plate (12); Or the upper end of described upper clipper tube (6) is through leading unrestrained plate (12) and bending forward or backward.
9. floating wave suppression arrangement according to claim 8, is characterized in that: the rear end of described front clipper tube (7) be bent upwards and port upward.
10. the floating wave suppression arrangement according to claim 1-6 any one, is characterized in that: the upper end of described upper clipper tube (6) bends forward or backward, and/or, the rear end of described front clipper tube (7) be bent upwards and port upward.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510003541.4A CN104532786B (en) | 2015-01-06 | 2015-01-06 | Floating type wave dissipating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510003541.4A CN104532786B (en) | 2015-01-06 | 2015-01-06 | Floating type wave dissipating device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104532786A true CN104532786A (en) | 2015-04-22 |
| CN104532786B CN104532786B (en) | 2017-02-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510003541.4A Active CN104532786B (en) | 2015-01-06 | 2015-01-06 | Floating type wave dissipating device |
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| CN (1) | CN104532786B (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019398A (en) * | 2015-07-29 | 2015-11-04 | 交通运输部天津水运工程科学研究所 | Permeable type wave dissipation pipe used for emergency type floating breakwater |
| CN105714734A (en) * | 2016-04-27 | 2016-06-29 | 中交第四航务工程勘察设计院有限公司 | Floating breakwater |
| CN105756012A (en) * | 2016-01-26 | 2016-07-13 | 江苏天御海工新材料科技有限公司 | Floating breakwater device |
| CN106638505A (en) * | 2016-12-26 | 2017-05-10 | 扬州大学 | Embankment energy dissipation structure with water tank |
| CN106930232A (en) * | 2017-03-03 | 2017-07-07 | 宁波大学 | A kind of floating breakwater |
| CN106995039A (en) * | 2017-05-18 | 2017-08-01 | 郑先斌 | Multifunctional float |
| CN107178063A (en) * | 2017-05-25 | 2017-09-19 | 山东大学 | A kind of rotatable pipeline wave absorber and wave absorption method |
| CN108385608A (en) * | 2018-02-12 | 2018-08-10 | 浙江大学宁波理工学院 | A kind of bent-tube boiler breakwater system |
| CN108528654A (en) * | 2017-03-01 | 2018-09-14 | 朱剑文 | Grid outer surface stability float |
| CN108774995A (en) * | 2018-06-05 | 2018-11-09 | 哈尔滨工程大学 | Perforation floating breakwater unit and circular arc type multilayer perforation floating 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 |
| WO2019151958A1 (en) * | 2018-01-31 | 2019-08-08 | Boonlikitcheva Pichit | Wave capturing and attenuating structure |
| CN110172950A (en) * | 2019-06-21 | 2019-08-27 | 江苏科技大学 | Month pool choked flow wave absorption protective device and system |
| CN114032868A (en) * | 2021-12-15 | 2022-02-11 | 浙江数智交院科技股份有限公司 | Protective device for seawall for port and installation process of protective device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019398A (en) * | 2015-07-29 | 2015-11-04 | 交通运输部天津水运工程科学研究所 | Permeable type wave dissipation pipe used for emergency type floating breakwater |
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| CN106638505A (en) * | 2016-12-26 | 2017-05-10 | 扬州大学 | Embankment energy dissipation structure with water tank |
| CN108528654A (en) * | 2017-03-01 | 2018-09-14 | 朱剑文 | Grid outer surface stability float |
| CN106930232A (en) * | 2017-03-03 | 2017-07-07 | 宁波大学 | A kind of floating breakwater |
| CN106995039A (en) * | 2017-05-18 | 2017-08-01 | 郑先斌 | Multifunctional float |
| CN107178063A (en) * | 2017-05-25 | 2017-09-19 | 山东大学 | A kind of rotatable pipeline wave absorber and wave absorption method |
| US10794025B2 (en) | 2018-01-31 | 2020-10-06 | Pichit BOONLIKITCHEVA | Wave capturing and attenuating structure |
| WO2019151958A1 (en) * | 2018-01-31 | 2019-08-08 | Boonlikitcheva Pichit | Wave capturing and attenuating structure |
| RU2752053C1 (en) * | 2018-01-31 | 2021-07-22 | Пичит БООНЛИКИТЧЕВА | Structure for capturing and damping waves |
| CN108385608B (en) * | 2018-02-12 | 2020-03-27 | 浙江大学宁波理工学院 | Bent pipe type breakwater system |
| CN108385608A (en) * | 2018-02-12 | 2018-08-10 | 浙江大学宁波理工学院 | A kind of bent-tube boiler breakwater system |
| CN108774995A (en) * | 2018-06-05 | 2018-11-09 | 哈尔滨工程大学 | Perforation floating breakwater unit and circular arc type multilayer perforation floating breakwater |
| CN108774995B (en) * | 2018-06-05 | 2021-01-05 | 哈尔滨工程大学 | Perforated floating breakwater unit and arc-shaped multilayer perforated floating 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 |
| CN110172950A (en) * | 2019-06-21 | 2019-08-27 | 江苏科技大学 | Month pool choked flow wave absorption protective device and system |
| CN110172950B (en) * | 2019-06-21 | 2023-10-03 | 江苏科技大学 | Moon pool type choked flow wave-absorbing protection device and system |
| CN114032868A (en) * | 2021-12-15 | 2022-02-11 | 浙江数智交院科技股份有限公司 | Protective device for seawall for port and installation process of protective device |
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| Publication number | Publication date |
|---|---|
| CN104532786B (en) | 2017-02-22 |
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