CN106087862A - Multifunctional jetty - Google Patents
Multifunctional jetty Download PDFInfo
- Publication number
- CN106087862A CN106087862A CN201610633405.8A CN201610633405A CN106087862A CN 106087862 A CN106087862 A CN 106087862A CN 201610633405 A CN201610633405 A CN 201610633405A CN 106087862 A CN106087862 A CN 106087862A
- Authority
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- China
- Prior art keywords
- dam body
- buffer
- magnet
- energy absorber
- connects
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 239000006096 absorbing agent Substances 0.000 claims description 26
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000001737 promoting effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007246 mechanism 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
- 238000003032 molecular docking Methods 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000007789 sealing 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, dam body is provided with and puts rope machine, it is characterised in that be provided with flow channels in described dam body, and the side of dam body is provided with wave wall, installs and help pool system below described wave wall；The described lower section helping pool system is provided with gate, puts rope machine and is provided with steel wire rope, and described 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 is the present invention based on efficiently reducing the alluvial of silt, can alleviate the hull impact failure to harbour simultaneously, be suitable for promoting the use of.
Description
Technical field
The present invention relates to a kind of multifunctional jetty, belong to port engineering technical field.
Background technology
Breakwater is important harbour protective structure, can block the propagation to port district of the outer sea wave, prevent wave pair
The destruction of facility in the ports such as harbour, has in making port that good pool is steady and operating condition, allows that wave height exists in general provision port
Between 0.5～1.0 meter, concrete by the different parts in waters, boats and ships dissimilar and tonnage it needs to be determined that.Breakwater often by
One, two roads are connected with bank jetty or unconnected offshore breakwater form, or are collectively constituted by jetty and offshore breakwater, and in port, waters typically has
One or several mouthful of door passes in and out for ship.
As Application No. CN203821300U discloses a kind of power generating type breakwater, including front breakwater and rear defence ripple
Dike, described front breakwater is located at rear breakwater front, it is characterized in that, described rear breakwater height is higher than front breakwater, front anti-ripple
Dike and rear breakwater front portion are provided with cuts wave plate；Impact tube low after being provided with front height inside described front breakwater, in impact tube from
Front to back is uniform is provided with wave-activated generator；Described impact tube rear end is provided with rhone, and described rhone connects to be had through front anti-
The drain pipe that ripple dike is low early and high after.This utility model has simple in construction and the high advantage of utilization of energy, has wide market
Prospect.
And for example Application No. CN1970888A discloses a kind of semicircular breakwater, and it includes ∏ type basis, ∏ type base
The upper surface of plinth is provided with toe mouth, and toe mouth is positioned at the inner side of ∏ type basis two fulcrums, on the basis of semicircular breakwater is arranged on ∏ type,
Its two bottom is positioned at outside toe mouth, fills bag concrete under water between toe mouth and semicircular breakwater.The invention have the advantages that 1.
Good integrity, from heavy and light, it is adaptable to super soft ground, settles little；2. construction method is simple, it is to avoid use argosy machine, executes
The work depth of water is shallow, and activity duration day is long, can the reduction of erection time, reduce construction costs.
There is substantial amounts of active service Structures in Port Engineering in China, along with the development of national economy, also will have substantial amounts of harbour work
Cheng Jianshe also puts into operation.Owing to traditional breakwater typically can stop trend while gear wave, high in sea water silt content
Area, is usually present alluvial problem in port, needs periodic cleaning, and maintenance cost is the highest.Owing to outside the district of port, wave is relatively big, tradition
Typically cannot alongside ship outside vertical breakwater.
Summary of the invention
Instant invention overcomes the technical problem of existing existence, it is proposed that a kind of multifunctional jetty, purport is in can be effectively
Reduce the alluvial of port district silt, the hull impact failure to levee body can be alleviated simultaneously.
The concrete technical scheme of the present invention is as follows:
Multifunctional jetty, including dam body, dam body is provided with and puts rope machine, it is characterised in that be provided with in described dam body
Flow channels, the side of dam body is provided with wave wall, installs and help pool system below described wave wall；Described help under pool system
Side is provided with gate, puts rope machine and is provided with steel wire rope, and described steel wire rope is by assembly pulley and through the passage being laid in dam body
One is connected with gate；The side of described gate is provided with rubber gasket, and gate is provided with inserted sheet, and described dam body is provided with vertical logical
Road and the opening inserted for inserted sheet, be provided with reinforcing bar and may pass through inserted sheet and make gate be close on dam body in vertical channel；
Described flow channels includes passage two, is provided with roll tube, described roll tube and passage two in described passage two
Cutting ferrule it is provided with between inwall；Described passage two be arranged over Machine Room, motor is installed, on described roll tube in Machine Room
Being provided with gear, motor connects to be had turbine and worm to engage with gear thus pipe is rotated and rotates in passage two；
Buffer vehicle, the head of described buffer vehicle are sequentially provided with the first magnet, the second magnet from top to bottom to help pool system to include
With the 3rd magnet；The afterbody of described buffer vehicle is provided with the 4th magnet；The energy-absorbing suitable with the 4th magnet it is provided with in described dam body
Mechanism；
Described 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 described buffer vehicle is provided with roller；Being provided with water pump inside described buffer vehicle, described water pump connects water-supply-pipe,
Described buffer vehicle top is provided with jet pipe, and described jet pipe is connected with water-supply-pipe.
Preferentially, described first energy absorber includes the first buffer stopper being arranged on dam body, and described first buffer stopper is even
Connecing the first spring, described first spring connects the first energy-absorbing magnet；Described second energy absorber includes be arranged in dam body
Two buffer stoppers, described second buffer stopper connects the second spring, and described second spring connects the second energy-absorbing magnet；Described 3rd energy-absorbing
Mechanism includes that the 3rd buffer stopper being arranged in dam body, described 3rd buffer stopper connect the 3rd spring, and described 3rd spring connects
3rd energy-absorbing magnet.
Preferentially, the volume of described second buffer stopper is more than the first buffer stopper and the volume of the 3rd buffer stopper；Described dam body
Interior one end is provided with stopper；The inner side of described stopper is provided with the track matched with roller.
Preferentially, described motor is that PLC controls motor.
Beneficial effects of the present invention is the present invention based on efficiently reducing the alluvial of port district silt, can alleviate simultaneously
The hull impact failure to levee body, is suitable for promoting the use of.
Accompanying drawing explanation
Fig. 1 is the structural representation of multifunctional jetty of the present invention；
Fig. 2 is the structural representation that Fig. 1 gate is closed；
Fig. 3 is the structural representation of flow channels；
Fig. 4 is the structural representation helping pool system；
Fig. 5 is the structural representation of energy absorber.
Detailed description of the invention
As it can be seen, multifunctional jetty, including dam body 105, dam body 105 is provided with rope machine 101 of putting, described dam body
Being provided with flow channels 106 in 105, the side of dam body 105 is provided with wave wall 500, installs and help below described breakwater 500
Pool system 200.
The described lower section helping pool system 200 is provided with gate 104, puts rope machine 101 and is provided with steel wire rope 110, described steel wire
Rope 110 is connected by assembly pulley 102 and through the passage 1 being laid in dam body 105 with gate 104；Without wave when,
Gate 10 is in collapsed state, and flow channels 106 can increase inside and outside water flowing by through inside and outside dam body 105, reduce silt
Pile up.In the case of the wave is high, put rope machine 101 lower wire rope 110 and make gate 10 flow channels 106 be closed, reduce in port
Water flow fluctuation.
The side of gate 104 is provided with rubber gasket, so can increase the sealing between gate and gate, in order to more
Good locks gate 104, and gate 104 is provided with inserted sheet 1041, and described dam body 105 is provided with vertical channel 108 and for inserted sheet
1041 openings 1042 inserted, are provided with reinforcing bar and may pass through inserted sheet 1041 and make gate 104 be close to dam body 105 in vertical channel 108
On.
Flow channels 106 includes passage 2 1062, is provided with roll tube 1061, described roll tube in described passage 2 1062
Cutting ferrule 1063 it is provided with between 1061 and the inwall of passage 2 1062；Described passage 2 1062 be arranged over Machine Room 1067,
Being provided with motor 1066 in Machine Room 1067, described roll tube 1061 is provided with gear 1064, motor 1066 connects whirlpool
Worm and gear 1065 engages with gear 1064 thus pipe 1061 is rotated and rotates in passage 2 1062.In flow channels 106
In long-time use, in roll tube 1061, silt can be piled up, control motor 1066 by PLC and pipe 1061 is periodically rotated logical
Rotate in road 2 1062, silt flowing in roll tube 1061 can be made, prevent silting.
Help pool system 200 include buffer vehicle 5, the head of described buffer vehicle 5 be sequentially provided with from top to bottom the first magnet 6,
Two magnet 7 and the 3rd magnets 8；The afterbody of described buffer vehicle 5 is provided with the 4th magnet 13；It is provided with and the 4th magnetic in described dam body 105
The energy absorber that body 13 is suitable.
Energy absorber includes first energy absorber the 14, second energy absorber 15 and being arranged under upper in dam body 105
3rd energy absorber 16；The bottom of described buffer vehicle 5 is provided with roller 9；Described buffer vehicle 5 is internal is provided with water pump 10, described water pump
10 connect water-supply-pipe 11, and described buffer vehicle 5 top is provided with jet pipe 12, and described 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 described first buffer stopper 141 is even
Connecing the first spring 142, described first spring 142 connects the first energy-absorbing magnet 143；Described second energy absorber 15 includes being arranged on
The second buffer stopper 151 in dam body 105, described second buffer stopper 151 connects the second spring 152, and described second spring 152 is even
Connect the second energy-absorbing magnet 153；Described 3rd energy absorber 16 includes the 3rd buffer stopper 161 being arranged in dam body 105, described
Three buffer stoppers 161 connect the 3rd spring 162, and described 3rd spring 162 connects the 3rd energy-absorbing magnet 163.
The volume of the second buffer stopper 151 is more than the first buffer stopper 141 and volume of the 3rd buffer stopper 161；Described dam body 105
Interior one end is provided with stopper 17；The inner side of described stopper 17 is provided with the track matched with roller 9.
By the buffer vehicle 5 arranged below dam body 105, the strength of boats and ships absorbed and is given to energy absorber 16, passing through
The buffering of energy absorber 16 realizes the stable stop of boats and ships, and simultaneous buffering car is provided with water injector, it is possible to stop towards with boats and ships
Opposite direction by direction is sprayed water, and then weakens the kinetic energy in boats and ships docking process, coordinates energy absorber 16 preferably to play
Effect.
In addition to above-mentioned enforcement, the present invention can also have other embodiments.All employing equivalents or equivalent transformation shape
The technical scheme become, all falls within the protection domain of application claims.
Claims (4)
1. multifunctional jetty, including dam body (105), dam body (105) is provided with and puts rope machine (101), it is characterised in that be described
Being provided with flow channels (106) in dam body (105), the side of dam body (105) is provided with breakwater (500), described breakwater
(500) lower section is installed and is helped pool system (200)；The described lower section helping pool system (200) is provided with gate (104), puts rope machine
(101) being provided with steel wire rope (110), described steel wire rope (110) is by assembly pulley (102) and through being laid in dam body (105)
Passage one (111) be connected with gate (104)；The side of described gate (104) is provided with rubber gasket, the upper peace of gate (104)
Equipped with inserted sheet (1041), described dam body (105) is provided with vertical channel (108) and the opening (1042) inserted for inserted sheet (1041),
It is provided with reinforcing bar in vertical channel (108) to may pass through inserted sheet (1041) and make gate (104) be close on dam body (105)；
Described flow channels (106) includes passage two (1062), is provided with roll tube (1061), institute in described passage two (1062)
State and between the inwall of roll tube (1061) and passage two (1062), be provided with cutting ferrule (1063)；The top of described passage two (1062)
Being provided with Machine Room (1067), be provided with motor (1066) in Machine Room (1067), described roll tube is provided with gear on (1061)
(1064), the upper connection of motor (1066) has turbine and worm (1065) to engage with gear (1064) thus pipe (1061) is rotated and exists
Rotate in passage two (1062)；
Buffer vehicle (5), the head of described buffer vehicle (5) are sequentially provided with the first magnet from top to bottom to help pool system (200) to include
(6), the second magnet (7) and the 3rd magnet (8)；The afterbody of described buffer vehicle (5) is provided with the 4th magnet (13)；Described dam body
(105) energy absorber suitable with the 4th magnet (13) it is provided with in；
Described energy absorber includes the first energy absorber (14), the second energy absorber being arranged under upper in dam body (105)
And the 3rd energy absorber (16) (15)；The bottom of described buffer vehicle (5) is provided with roller (9)；Described buffer vehicle (5) is internal is provided with water
Pump (10), described water pump (10) connects water-supply-pipe (11), and described buffer vehicle (5) top is provided with jet pipe (12), described jet pipe (12)
It is connected with water-supply-pipe (11).
Multifunctional jetty the most according to claim 1, it is characterised in that: described first energy absorber (14) includes arranging
The first buffer stopper (141) on dam body (105), described first buffer stopper (141) connects the first spring (142), and described first
Spring (142) connects the first energy-absorbing magnet (143)；Described second energy absorber (15) includes be arranged in dam body (105)
Two buffer stoppers (151), described second buffer stopper (151) connects the second spring (152), and described second spring (152) connects second
Energy-absorbing magnet (153)；Described 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 described 3rd spring (162) connects the 3rd energy-absorbing magnet (163).
Multifunctional jetty the most according to claim 2, it is characterised in that: the volume of described second buffer stopper (151) is big
In the first buffer stopper (141) and the volume of the 3rd buffer stopper (161)；One end in described dam body (105) is provided with stopper (17)；
The inner side of described stopper (17) is provided with the track matched with roller (9).
4. according to the multifunctional jetty described in any one in claim 1-3, it is characterised in that: described motor (1066) is
PLC controls motor.
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 true CN106087862A (en) | 2016-11-09 |
| CN106087862B 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) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107881984A (en) * | 2017-11-26 | 2018-04-06 | 刘子金 | A kind of combined movable dykes and dams of removable snorkeling |
| CN114622516A (en) * | 2022-04-02 | 2022-06-14 | 黄河勘测规划设计研究院有限公司 | Novel ecological wharf with river channel control and guidance 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 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107881984A (en) * | 2017-11-26 | 2018-04-06 | 刘子金 | A kind of combined movable dykes and dams of removable snorkeling |
| CN114622516A (en) * | 2022-04-02 | 2022-06-14 | 黄河勘测规划设计研究院有限公司 | Novel ecological wharf with river channel control and guidance function and design method thereof |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106087862B (en) | 2018-01-12 |
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Granted publication date: 20180112 Termination date: 20180804 |