CN106087862B - Multifunctional jetty - Google Patents
Multifunctional jetty Download PDFInfo
- Publication number
- CN106087862B CN106087862B CN201610633405.8A CN201610633405A CN106087862B CN 106087862 B CN106087862 B CN 106087862B CN 201610633405 A CN201610633405 A CN 201610633405A CN 106087862 B CN106087862 B CN 106087862B
- Authority
- CN
- China
- Prior art keywords
- dam body
- buffer
- magnet
- energy absorber
- gate
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 238000009434 installation Methods 0.000 claims abstract description 3
- 239000006096 absorbing agent Substances 0.000 claims description 26
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 11
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 3
- 230000003139 buffering effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009466 transformation 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
-
- 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
- E02B3/068—Landing stages for vessels
-
- 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
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- 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
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/26—Fenders
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/04—Valves, slides, or the like; Arrangements therefor; Submerged sluice gates
-
- 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
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Revetment (AREA)
Abstract
Multifunctional jetty, including dam body, be provided with dam body and put rope machine, it is characterised in that flow channels are installed in the dam body, the side of dam body is provided with wave wall, below the wave wall installation helps pool system；Described help below pool system is provided with gate, puts rope machine and is provided with steel wire rope, the steel wire rope is connected by assembly pulley and through the passage one being laid in dam body with gate；Beneficial effects of the present invention are of the invention based on the alluvial that can efficiently reduce silt, while can mitigate impact failure of the hull to harbour, are adapted to promote the use of.
Description
Technical field
The present invention relates to a kind of multifunctional jetty, belongs to port engineering technical field.
Background technology
Breakwater is important harbour protective structure, can block propagation of the outer sea wave to port area, prevent wave pair
The destruction of facility in the ports such as harbour, makes to have good pool steady in port and operating condition, allows wave height to exist in general provision port
Between 0.5~1.0 meter, it is specific by the different parts in waters, the different type of ship and tonnage it needs to be determined that.Breakwater often by
First, two jettys being connected with bank or unconnected offshore breakwater composition, or collectively constituted by jetty and offshore breakwater, typically there is waters in port
One or several mouthfuls of doors pass in and out for ship.
As an Application No. CN203821300U discloses a kind of power generating type breakwater, including preceding breakwater and rear defence ripple
Dike, the preceding breakwater are located in front of rear breakwater, it is characterized in that, the rear breakwater is highly higher than preceding breakwater, preceding anti-ripple
Dike and rear breakwater front portion are provided with and cut wave plate；Be provided with inside the preceding breakwater it is preceding it is high after low impact tube, in impact tube from
Front to back is uniformly provided with wave-activated generator；The impact tube rear end is provided with rhone, and the rhone is connected with through preceding anti-
The low early and high after drainpipe of ripple dike.This application has the advantages of simple in construction and using energy source is high, has wide market prospects.
And for example an Application No. CN1970888A discloses a kind of semicircular breakwater, and it includes ∏ types basis, ∏ type bases
The upper surface of plinth is provided with toe mouth, and toe mouth is located at the inner side of basic two fulcrums of ∏ types, and semicircular breakwater is arranged on the basis of ∏ types,
Its two bottom is located on the outside of toe mouth, and underwater bag concrete is filled between toe mouth and semicircular breakwater.The present invention has advantages below：1.
Good integrity is small suitable for super soft ground, sedimentation from heavy and light；2. construction method is simple, avoids using argosy machine, apply
The work depth of water is shallow, activity duration day length, can shorten the duration, reduce construction costs.
There is substantial amounts of active service Structures in Port Engineering in China, with the development of national economy, will also there is substantial amounts of harbour work
Cheng Jianshe simultaneously puts into operation.It is high in seawater silt content because traditional breakwater can typically stop trend while keeping off unrestrained
Area, alluvial problem in port is usually present, it is necessary to which periodic cleaning, maintenance cost are very high.Because wave is larger outside the area of port, tradition
Typically can not berthing ship on the outside of vertical breakwater.
The content of the invention
Instant invention overcomes existing technical problem, it is proposed that a kind of multifunctional jetty, purport is in can be effectively
The alluvial of port area silt is reduced, while impact failure of the hull to levee body can be mitigated.
The concrete technical scheme of the present invention is as follows：
Multifunctional jetty, including dam body, it is provided with dam body and puts rope machine, it is characterised in that be provided with the dam body
Flow channels, the side of dam body are provided with wave wall, are installed below the wave wall and help pool system；It is described to help under pool system
Side is provided with gate, puts rope machine and is provided with steel wire rope, the steel wire rope is by assembly pulley and passes through the passage being laid in dam body
One is connected with gate；The side of the gate is provided with rubber gasket, and inserted sheet is provided with gate, and the dam body is provided with vertical logical
Road and the opening for inserted sheet insertion, may pass through inserted sheet provided with reinforcing bar in vertical channel makes gate be close on dam body；
The flow channels include passage two, and rotation pipe, the rotation pipe and passage two are provided with the passage two
Cutting ferrule is provided between inwall；The top of the passage two is provided with Machine Room, and motor is provided with Machine Room, described to rotate on pipe
Gear is installed, turbine and worm is connected with motor and is engaged with gear so as to drive rotation pipe in the internal rotation of passage two；
Pool system is helped to include buffer vehicle, the head of the buffer vehicle is sequentially provided with the first magnet, the second magnet from top to bottom
With the 3rd magnet；The afterbody of the buffer vehicle is provided with the 4th magnet；The energy-absorbing being adapted with the 4th magnet is provided with the dam body
Mechanism；
The energy absorber includes the first energy absorber, the second energy absorber and the 3rd being arranged on from top to bottom in dam body
Energy absorber；The bottom of the buffer vehicle is provided with roller；Water pump is provided with inside the buffer vehicle, the water pump connects water-supply-pipe,
Jet pipe is provided with the top of the buffer vehicle, the jet pipe is connected with water-supply-pipe.
Preferentially, first energy absorber includes the first buffer stopper being arranged on dam body, and first buffer stopper connects
The first spring is connect, first spring connects the first energy-absorbing magnet；Second energy absorber includes the be arranged in dam body
Two buffer stoppers, second buffer stopper connect second spring, and the second spring connects the second energy-absorbing magnet；3rd energy-absorbing
Mechanism includes the 3rd buffer stopper being arranged in dam body, and the 3rd buffer stopper connects the 3rd spring, the 3rd spring connection
3rd energy-absorbing magnet.
Preferentially, the volume of second buffer stopper is more than the volume of the first buffer stopper and the 3rd buffer stopper；The dam body
Interior one end is provided with stopper；The inner side of the stopper is provided with the track being engaged with roller.
Preferentially, the motor is PLC controlled motors.
Beneficial effects of the present invention are of the invention based on the alluvial that can efficiently reduce port area silt, while can be mitigated
Impact failure of the hull to levee body, is adapted to promote the use of.
Brief description of the drawings
Fig. 1 is the structural representation of multifunctional jetty of the present invention；
Fig. 2 is the structural representation of Fig. 1 gates closing；
Fig. 3 is the structural representation of flow channels；
Fig. 4 is the structural representation for helping pool system；
Fig. 5 is the structural representation of energy absorber.
Embodiment
As illustrated, multifunctional jetty, including dam body 105, rope machine 101 of putting, the dam body are installed on dam body 105
Flow channels 106 are installed, the side of dam body 105 is provided with wave wall 500, and the lower section of breakwater 500 installation helps in 105
Pool system 200.
The lower section for helping pool system 200 is provided with gate 104, puts rope machine 101 and is provided with steel wire rope 110, the steel wire
Rope 110 is connected by assembly pulley 102 and through the passage 1 being laid in dam body 105 with gate 104；When without wave,
Gate 10 is in collapsed state, and flow channels 106 will can penetrate inside and outside dam body 105, water flowing inside and outside increase, reduce silt heap
Product.In the case where the wave is high, putting the lower wire rope 110 of rope machine 101 makes gate 10 close flow channels 106, reduces in port
Water flow fluctuation.
The side of gate 104 is provided with rubber gasket, can so increase the sealing between gate and gate, in order to more
Good locks gate 104, and inserted sheet 1041 is provided with gate 104, and the dam body 105 is provided with vertical channel 108 and for inserted sheet
The openings 1042 of 1041 insertions, may pass through inserted sheet 1041 provided with reinforcing bar in vertical channel 108 makes gate 104 be close to dam body 105
On.
Flow channels 106 include passage 2 1062, and rotation pipe 1061, the rotation pipe are provided with the passage 2 1062
Cutting ferrule 1063 is provided between 1061 and the inwall of passage 2 1062；The top of the passage 2 1062 is provided with Machine Room 1067,
Motor 1066 is installed in Machine Room 1067, gear 1064 is installed on the rotation pipe 1061, whirlpool is connected with motor 1066
Worm and gear 1065 is engaged with gear 1064 so as to drive rotation pipe 1061 in the internal rotation of passage 2 1062.In flow channels 106
For a long time in use, silt can be accumulated in rotation pipe 1061, rotation pipe 1061 is periodically driven by PLC controlled motors 1066 logical
The internal rotation of road 2 1062, it can flow silt in rotation pipe 1061, prevent silting.
Pool system 200 is helped to include buffer vehicle 5, the head of the buffer vehicle 5 is sequentially provided with the first magnet 6, from top to bottom
Two magnets 7 and the 3rd magnet 8；The afterbody of the buffer vehicle 5 is provided with the 4th magnet 13；It is provided with and the 4th magnetic in the dam body 105
The energy absorber that body 13 is adapted.
Energy absorber includes the first energy absorber 14, the and of the second energy absorber 15 being arranged on from top to bottom in dam body 105
3rd energy absorber 16；The bottom of the buffer vehicle 5 is provided with roller 9；The inside of buffer vehicle 5 is provided with water pump 10, the water pump
10 connection water-supply-pipes 11, the top of buffer vehicle 5 are provided with jet pipe 12, and the jet pipe 12 is connected with water-supply-pipe 11.
First energy absorber 14 includes the first buffer stopper 141 being arranged on dam body 105, and first buffer stopper 141 connects
The first spring 142 is connect, first spring 142 connects the first energy-absorbing magnet 143；Second energy absorber 15 includes being arranged on
The second buffer stopper 151 in dam body 105, second buffer stopper 151 connect second spring 152, and the second spring 152 connects
Second energy-absorbing magnet 153；3rd energy absorber 16 includes being arranged on the 3rd buffer stopper 161 in dam body 105, and the described 3rd
Buffer stopper 161 connects the 3rd spring 162, and the 3rd spring 162 connects the 3rd energy-absorbing magnet 163.
The volume of second buffer stopper 151 is more than the volume of the first buffer stopper 141 and the 3rd buffer stopper 161；The dam body 105
Interior one end is provided with stopper 17；The inner side of the stopper 17 is provided with the track being engaged with roller 9.
By the buffer vehicle 5 set below dam body 105, the strength of ship is absorbed and is given to energy absorber 16, is passed through
The buffering of energy absorber 16 realizes the stable stop of ship, and simultaneous buffering car is provided with water injector, can stopped towards with ship
Sprayed water by the opposite direction in direction, and then weaken the kinetic energy in ship docking process, coordinate energy absorber 16 preferably to play
Effect.
In addition to above-mentioned implementation, the present invention can also have other embodiment.It is all to use equivalent substitution or equivalent transformation shape
Into technical scheme, all fall within the protection domains of application claims.
Claims (4)
1. multifunctional jetty, including dam body (105), it is provided with dam body (105) and puts rope machine (101), it is characterised in that be described
Flow channels (106) are installed in dam body (105), the side of dam body (105) is provided with breakwater (500), the breakwater
(500) lower section installation helps pool system (200)；Described help below pool system (200) is provided with gate (104), puts rope machine
(101) steel wire rope (110) is provided with, the steel wire rope (110) is by assembly pulley (102) and interior through dam body (105) is laid in
Passage one (111) be connected with gate (104)；The side of the gate (104) is provided with rubber gasket, and gate is pacified on (104)
Equipped with inserted sheet (1041), the dam body (105) is provided with vertical channel (108) and the opening (1042) for inserted sheet (1041) insertion,
May pass through inserted sheet (1041) provided with reinforcing bar in vertical channel (108) makes gate (104) be close on dam body (105)；
The flow channels (106) include passage two (1062), and rotation pipe (1061), institute are provided with the passage two (1062)
State and be provided with cutting ferrule (1063) between rotation pipe (1061) and the inwall of passage two (1062)；The top of the passage two (1062)
Provided with Machine Room (1067), motor (1066) is installed in Machine Room (1067), gear is installed on the rotation pipe (1061)
(1064) turbine and worm (1065), is connected with motor (1066) to engage with gear (1064) so as to drive rotation pipe (1061) to exist
Passage two (1062) internal rotation；
Pool system (200) is helped to include buffer vehicle (5), the head of the buffer vehicle (5) is sequentially provided with the first magnet from top to bottom
(6), the second magnet (7) and the 3rd magnet (8)；The afterbody of the buffer vehicle (5) is provided with the 4th magnet (13)；The dam body
(105) energy absorber being adapted with the 4th magnet (13) is provided with；
The energy absorber includes the first energy absorber (14), the second energy absorber being arranged on from top to bottom in dam body (105)
And the 3rd energy absorber (16) (15)；The bottom of the buffer vehicle (5) is provided with roller (9)；Water is provided with inside the buffer vehicle (5)
Pump (10), water pump (10) the connection water-supply-pipe (11), buffer vehicle (5) top are provided with jet pipe (12), the jet pipe (12)
It is connected with water-supply-pipe (11).
2. multifunctional jetty according to claim 1, it is characterised in that：First energy absorber (14) includes setting
The first buffer stopper (141) on dam body (105), the first buffer stopper (141) first spring of connection (142), described first
Spring (142) connects the first energy-absorbing magnet (143)；Second energy absorber (15) includes the be arranged in dam body (105)
Two buffer stoppers (151), the second buffer stopper (151) connection second spring (152), second spring (152) connection second
Energy-absorbing magnet (153)；3rd energy absorber (16) includes the 3rd buffer stopper (161) being arranged in dam body (105), described
3rd buffer stopper (161) connects the 3rd spring (162), and the 3rd spring (162) connects the 3rd energy-absorbing magnet (163).
3. multifunctional jetty according to claim 2, it is characterised in that：The volume of second buffer stopper (151) is big
In the volume of the first buffer stopper (141) and the 3rd buffer stopper (161)；One end in the dam body (105) is provided with stopper (17)；
The inner side of the stopper (17) is provided with the track being engaged with roller (9).
4. according to the multifunctional jetty described in any one in claim 1-3, it is characterised in that：The motor (1066) is
PLC controlled motors.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610633405.8A CN106087862B (en) | 2016-08-04 | 2016-08-04 | Multifunctional jetty |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610633405.8A CN106087862B (en) | 2016-08-04 | 2016-08-04 | Multifunctional jetty |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106087862A CN106087862A (en) | 2016-11-09 |
| CN106087862B true CN106087862B (en) | 2018-01-12 |
Family
ID=57454992
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610633405.8A Expired - Fee Related CN106087862B (en) | 2016-08-04 | 2016-08-04 | Multifunctional jetty |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106087862B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107881984B (en) * | 2017-11-26 | 2019-11-15 | 永州市水利水电勘测设计院 | A kind of combined movable dykes and dams of removable snorkeling |
| CN114622516B (en) * | 2022-04-02 | 2024-01-23 | 黄河勘测规划设计研究院有限公司 | Novel ecological wharf with river channel control and guide function and design method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08226110A (en) * | 1995-02-22 | 1996-09-03 | Kaimon:Kk | Freely sinkable weir |
| CN103215917A (en) * | 2013-04-17 | 2013-07-24 | 河海大学 | Rectangular square box breakwater structure and physical model testing device thereof |
| WO2014137752A1 (en) * | 2013-03-04 | 2014-09-12 | Pierce Webster Jr | Wave suppressor and sediment collection system for use in shallow and deeper water environments |
| CN205088625U (en) * | 2015-10-13 | 2016-03-16 | 中国葛洲坝集团第六工程有限公司 | Wave wall concrete slipform device |
-
2016
- 2016-08-04 CN CN201610633405.8A patent/CN106087862B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08226110A (en) * | 1995-02-22 | 1996-09-03 | Kaimon:Kk | Freely sinkable weir |
| WO2014137752A1 (en) * | 2013-03-04 | 2014-09-12 | Pierce Webster Jr | Wave suppressor and sediment collection system for use in shallow and deeper water environments |
| CN103215917A (en) * | 2013-04-17 | 2013-07-24 | 河海大学 | Rectangular square box breakwater structure and physical model testing device thereof |
| CN205088625U (en) * | 2015-10-13 | 2016-03-16 | 中国葛洲坝集团第六工程有限公司 | Wave wall concrete slipform device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106087862A (en) | 2016-11-09 |
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