CN109914348A - The combination consuming type that mooring anchor cable promotes energy dissipating anchor blocks ship's repairs & maintenance facilities - Google Patents
The combination consuming type that mooring anchor cable promotes energy dissipating anchor blocks ship's repairs & maintenance facilities Download PDFInfo
- Publication number
- CN109914348A CN109914348A CN201910285669.2A CN201910285669A CN109914348A CN 109914348 A CN109914348 A CN 109914348A CN 201910285669 A CN201910285669 A CN 201910285669A CN 109914348 A CN109914348 A CN 109914348A
- Authority
- CN
- China
- Prior art keywords
- anchor
- energy dissipating
- floating foundation
- cable
- mooring
- 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
- 238000012423 maintenance Methods 0.000 title claims abstract description 24
- 230000008439 repair process Effects 0.000 title claims abstract description 21
- 238000007667 floating Methods 0.000 claims abstract description 108
- 238000005265 energy consumption Methods 0.000 claims abstract description 27
- 239000000725 suspension Substances 0.000 claims description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 230000005484 gravity Effects 0.000 claims description 5
- 230000000903 blocking effect Effects 0.000 abstract description 11
- 230000004888 barrier function Effects 0.000 abstract description 9
- 230000000694 effects Effects 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 8
- 230000008569 process Effects 0.000 abstract description 7
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 4
- 230000001737 promoting effect Effects 0.000 abstract description 4
- 230000008901 benefit Effects 0.000 abstract description 3
- 230000007812 deficiency Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 6
- 230000009471 action Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
-
- 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
- Bridges Or Land Bridges (AREA)
Abstract
The combination consuming type for promoting energy dissipating anchor the invention discloses mooring anchor cable blocks ship's repairs & maintenance facilities, belongs to the anti-ship of bridge and hits technical field comprising floating foundation, arresting net, mooring anchor, mooring anchor cable, energy dissipating anchor, energy dissipating anchor cable, connection rope chain.It drives floating foundation to pull connection rope chain to promote energy dissipating anchor by mooring anchor cable into the motion process of bridge location after ship is hit and goes out mud, overcome mooring floating and block the energy dissipating anchors of ship's repairs & maintenance facilities and easily fall into the deficiency that can not be dragged of anchor in mud.In the energy dissipation that drags of anchor, stretch the energy dissipating of elastoplasticity cable body, even if the energy consumption rope of floating foundation all plays a role, resistance and consumption ship kinetic energy can also be provided by energy dissipating anchor, multiple units that block are enable to play the effect of blocking jointly, to realize lifting heavy energy dissipating, the energy dissipating that drags of anchor, the combination for stretching cable body energy dissipating and friction energy dissipation, the construction of safety barrier is low with maintenance cost, and blocking large ship more has technology and economic advantages.
Description
Technical field
Ship's repairs & maintenance facilities are blocked the present invention relates to a kind of non-navigation bridge section of protection bridge, especially a kind of mooring floating is blocked
Hinder ship's repairs & maintenance facilities.
Background technique
During blocking ship, mooring floating safety barrier is consumed there are mainly three types of the modes of ship kinetic energy: promoting weight
Object energy dissipating, drag of anchor energy dissipating and stretching cable body energy dissipating.It is existing to block ship's repairs & maintenance facilities usually merely with one of Energy Dissipation Modes, though energy
Achieve the purpose that block ship, protection bridge, but often not economical enough, while being set using two or three of blocking for Energy Dissipation Modes
It applies, is more advantageous to the advantage for playing various Energy Dissipation Modes.
Safety barrier using the energy dissipating that drags of anchor easily is fallen into mud if energy dissipating anchor is placed in mud face, it may nothing after ship is hit
The dynamic energy dissipating anchor of farad and cause safety barrier to fail；It is floating by increasing if energy dissipating anchor is placed on floating foundation or is hung below floating foundation
The displacement of base increases the floating foundation mooring force under wave action, and application, which will increase to block, in the biggish marine environment of wave sets
The expenditure of construction and maintenance cost applied.
For using the safety barrier for stretching cable body energy consumption, the quantity since energy consumption rope can be arranged on single floating foundation has
Limit only plays the effect of blocking by the unit that individually blocks that ship hits position, it is difficult to which the entirety effect of blocking for playing safety barrier is blocked
Large ship difficulty is big, and causes the expenditure of construction of safety barrier high.
Summary of the invention
Goal of the invention: to reduce the construction and installation expense of ship's repairs & maintenance facilities of blocking, use and maintenance expense and the restoration fee after being hit by ship
With effect is preferably blocked in acquirement, and the combination consuming type that the present invention provides a kind of mooring anchor cable promotion energy dissipating anchor blocks ship
Facility plays lifting heavy energy dissipating, the respective advantage of drag of anchor energy dissipating and stretching cable body energy dissipating, can promote energy dissipating anchor and go out mud, can
To consume the ship kinetic energy performance effect of blocking jointly by multiple units that block.
Technical solution: for achieving the above object, mooring anchor cable of the invention promotes the combination consuming type of energy dissipating anchor
Ship's repairs & maintenance facilities are blocked, are adopted the following technical scheme that.
The combination consuming type that mooring anchor cable promotes energy dissipating anchor blocks ship's repairs & maintenance facilities and includes floating foundation, arresting net, mooring anchor, is
Moor anchor cable, energy dissipating anchor, energy dissipating anchor cable, connection rope chain.Several floating foundation are alternatively arranged, by mooring anchor and mooring anchor cable anchor
Heavy stone used as an anchor, adjacent floating foundation are connected by arresting net.Energy dissipating anchor is placed in the mud face below floating foundation, lies in floating foundation by energy dissipating anchor cable or is
In arresting net.The upper end bifurcated of mooring anchor cable far from bridge location side, wherein a furcation area lies in floating foundation, another furcation area system has
Rope chain is connected, connection rope chain lies in energy dissipating anchor around the other end after a component of floating foundation.
The energy dissipating anchor is the gravity anchor of strip, and it is long that connection rope chain and energy dissipating anchor cable all lie in strip gravity anchor
The one end on side goes out mud even if energy dissipating anchor is fallen into mud convenient for lifting energy dissipating anchor from one end；Or the energy dissipating anchor is to grab
Power anchor is also easy to be lifted out mud even if energy dissipating anchor is fallen into mud；Or the energy dissipating anchor is grip anchor group, in flat
Shape, upper and lower faces have many two grip teeth to stretch out, and no matter which face lands, and has been able to maintain grip tooth always towards mud face.
The floating foundation is equipped with limiting device, and connecting strand chain lies in the hole before energy dissipating anchor by limiting device, limit dress
The size for setting hole is less than the cross sectional dimensions of energy dissipating anchor, and energy dissipating anchor can't pass the hole of limiting device, and connection rope chain promotion is pulled to disappear
When energy anchor, energy dissipating anchor will be blocked when contacting limiting device.
The mooring anchor cable, in the mooring anchor cable upper end far from bridge location side, there is also another bifurcateds, in floating foundation
Energy consumption anchor chain is added inside surface or floating foundation connect with the bifurcated, the connection of a number of elastoplasticity cable body consume energy anchor chain chain link with
Floating foundation, elastoplasticity cable body is successively stretched when pulling out energy consumption anchor chain.
The energy consumption anchor chain is equipped with obstacle on the path for pulling out energy consumption anchor chain from floating foundation or inside floating foundation, makes
The path for pulling out energy consumption anchor chain is in broken line, and is bent several times, and resistance when energy consumption anchor chain pulls out is increased.
The upper end bifurcated of the mooring anchor cable is to have the bifurcated rupture pull force of connection rope chain to be greater than the bifurcated for lying in floating foundation
The rupture pull force of rupture pull force, the anchor chain bifurcated that consumes energy is maximum, is the bifurcated of floating foundation when ship drives floating foundation to move to bridge location after hitting
It first disconnects, then connect rope chain stress and promotes energy dissipating anchor, until being the bifurcated fracture for connecting rope chain.
The floating foundation is hollow floating platform, and the visible table in floating foundation institute coverage area connects rope chain and passes through
Energy dissipating anchor is lain in after table in floating foundation institute coverage area.Since wave can vertically penetrate the middle vacancy of floating foundation, to make
Stability that floating foundation has had and in stormy waves antidumping ability.
The arresting net is supported by floating foundation, and arresting net includes main check cable, suspension line and lazy halyard, and suspension line is to block
The rope of the top in net, the both ends of suspension line lie in the floating foundation eminence at arresting net both ends, and the upper end of lazy halyard lies in suspension line, auxiliary
Lower end owner's check cable of rope is helped, main check cable is the check cable that rupture pull force maximum and both ends lie in floating foundation in arresting net,
Positioned at the lower section of suspension line, height of the main check cable more than the water surface is higher than the stem or bulb bow of ship.After arresting net installation,
The effects of gravity, wind pressure, caused arresting net tension was born by suspension line, and main check cable is only by self gravity and wind pressure masterpiece
With caused tension, and the spacing of lazy halyard is small, convenient for the actual bearer energy for detecting main check cable using test specimen mode is carried additionally
Power, so as to rationally determine the opportunity of more change owner check cable.
The arresting net installs auxiliary check cable additional below main check cable, is directly or indirectly connected by lazy halyard
To suspension line, check cable drift is assisted to will be unable in the not high ship of stem on the water surface or the slightly above water surface, the water surface from main check cable
Lower section passes through.
Working principle: floating foundation can bear wind, wave, flowing common action by mooring anchor and mooring anchor cable mooring.It is hit in ship
Afterwards, ship drives floating foundation to move to bridge location by arresting net, and the mooring anchor cable upper end far from bridge location side lies in the bifurcated of floating foundation
It stress and is broken first.In the motion process that floating foundation continues to bridge location, mooring anchor cable is drawn downwards and to far from bridge location direction
Rope chain is connected, connection rope chain bypasses a component of floating foundation, the active force by floating foundation upwards and to bridge location, to connect rope chain
Energy dissipating anchor is drawn upwards and to bridge location, so that promoting the one of energy dissipating anchor brings out mud, the process for promoting energy dissipating anchor will consume energy, connecting strand
The friction of chain and floating foundation is also consumed energy.Since connecting strand chain lies in the hole before energy dissipating anchor by limiting device, the ruler in limiting device hole
The very little cross sectional dimensions less than energy dissipating anchor, energy dissipating anchor can't pass the hole of limiting device, and energy dissipating anchor will be led by limiting device blocking
It causes mooring rope linkwork to have the bifurcated fracture of connection rope chain, so that energy dissipating anchor falls, starts to drive energy dissipating anchor by floating foundation or arresting net
It drags of anchor and consumes ship kinetic energy.In motion process of the floating foundation to bridge location, the energy consumption anchor chain on floating foundation or inside floating foundation is drawn out, and is made
Elastoplasticity cable body for the anchor chain chain link that consumes energy successively is stretched, to provide resistance and consume ship kinetic energy.From floating foundation or
The path that energy consumption anchor chain is pulled out inside floating foundation is in broken line, and is bent several times, increases frictional resistance when energy consumption anchor chain pulls out, more
Be conducive to consume ship kinetic energy.Even if the energy consumption anchor chain of floating foundation is all pulled out, due to being equipped with energy dissipating anchor, floating foundation can also be provided
Resistance and consumption ship kinetic energy, enable multiple units that block to play the effect of blocking jointly.
Although may be fallen into mud the beneficial effects of the present invention are: energy dissipating anchor is placed directly within the mud face below floating foundation,
Ship drives floating foundation to pull on connection rope chain into the motion process of bridge location after hitting, and promotes energy dissipating anchor by connection rope chain and go out to become silted up
Mud, to be able to achieve the energy dissipating that drags of anchor.Simultaneously as there is connection rope chain, for energy dissipating anchor again below floating foundation, it is fixed in safety barrier to be convenient for
Phase utilizes SEA LEVEL VARIATION to go out mud by connecting rope chain vertical lifting energy dissipating anchor by floating foundation or crane barge during safeguarding, can prevent energy dissipating
Anchor is got deeply stuck in mud.After installation energy consumption anchor chain, ship drives floating foundation into the motion process of bridge location, from floating foundation or inside floating foundation
Energy consumption anchor chain is pulled out, the elastoplasticity cable body for acting on energy consumption anchor chain chain link is successively stretched, to provide resistance and consume ship
Kinetic energy.The path for pulling out energy consumption anchor chain is in broken line, increases resistance when energy consumption anchor chain pulls out, is more advantageous to consumption ship kinetic energy.
Even if the energy consumption anchor chain of floating foundation is all pulled out, due to being equipped with energy dissipating anchor, floating foundation can also provide resistance and consumption ship kinetic energy,
Multiple units that block are enable to play the effect of blocking jointly.Therefore the present invention realizes lifting heavy energy dissipating, the energy dissipating that drags of anchor, stretches rope
The combination of body energy dissipating and friction energy dissipation.
Detailed description of the invention
Fig. 1 is that the combination consuming type of mooring anchor cable promotion energy dissipating anchor blocks the elevation of ship's repairs & maintenance facilities；
Fig. 2 is that the combination consuming type of mooring anchor cable promotion energy dissipating anchor blocks the top view of ship's repairs & maintenance facilities；
Fig. 3 is the scheme of installation of energy consumption anchor chain；
Fig. 4 is arresting net scheme of installation；
Fig. 5 is the arresting net scheme of installation for installing auxiliary check cable additional.
Specific embodiment
With reference to the accompanying drawings and detailed description, the present invention is furture elucidated.
The combination consuming type that mooring anchor cable promotes energy dissipating anchor blocks ship's repairs & maintenance facilities, including floating foundation 1, arresting net 2, mooring anchor
3, mooring anchor cable 4, energy dissipating anchor 5, energy dissipating anchor cable 6, connection rope chain 7.
As depicted in figs. 1 and 2, several floating foundation 1 are alternatively arranged, adjacent by 4 anchorage of mooring anchor 3 and mooring anchor cable
It is connected between floating foundation 1 by arresting net 2.Energy dissipating anchor 5 is placed in the mud face of 1 lower section of floating foundation, lies in floating foundation 1 by energy dissipating anchor cable 6 or is
In arresting net 2.The upper end bifurcated of mooring anchor cable 4 far from bridge location side has another wherein there is a furcation area to lie in floating foundation 1
There is connection rope chain 7 in bifurcated system, connects rope chain 7 around energy dissipating anchor 5 is lain in after a component of floating foundation 1.
As shown in Fig. 2, top is bridge location side in figure, lower section is far from bridge location side in figure.Mooring anchor cable far from bridge location side
There is bifurcated in the upper end of chain 4, has a furcation area to lie in floating foundation 1, plays anchorage floating foundation 1, has another furcation area system to have connecting strand
Chain 7 connects rope chain 7 around energy dissipating anchor is lain in after a component of floating foundation.Since the length of connection rope chain 7 is slightly more than needed, wind,
Under wave, stream effect, experiencing small oscillating movements are promoted energy dissipating anchor 5 by the floating foundation 1 being moored upwards.Under ship is by figure
When hitting safety barrier above direction, drives floating foundation 1 to move to bridge location by arresting net 2, since mooring anchor 3 is motionless, will tense
The bifurcated of mooring anchor cable 4,4 upper end system floating foundation 1 of mooring anchor cable is first broken, in the motion process that floating foundation 1 continues to bridge location,
Mooring anchor cable 4 pulls on connection rope chain 7, and is lifted up energy dissipating anchor 5 by sliding of the connection rope chain 7 on 1 component of floating foundation,
Until being the bifurcated fracture for the mooring rope chain 4 for having connection rope chain 7, then energy dissipating anchor 5 falls, and draws energy dissipating by energy dissipating anchor cable 6
Anchor 5, which drags of anchor, consumes ship kinetic energy.For the height being elevated convenient for control energy dissipating anchor 5, limiting device, connecting strand are set in floating foundation 1
Chain 7 lies in the hole before energy dissipating anchor 5 by limiting device, and the size in limiting device hole is less than the cross sectional dimensions of energy dissipating anchor 5, energy dissipating
Anchor 5 can't pass the hole of limiting device, when further pulling on the connection promotion energy dissipating anchor 5 of rope chain 7, because energy dissipating anchor 5 is limited device resistance
Gear will lead to the bifurcated fracture that there is connection rope chain 7 in 4 system of mooring rope chain, so that energy dissipating anchor falls.
In the upper end far from bridge location side-line pool anchor cable 4, there is also another bifurcateds, increase on floating foundation 1 or inside floating foundation 1
If energy consumption anchor chain 8 is connect with the bifurcated, as shown in figure 3, a number of elastoplasticity cable body 9 connects the chain link of energy consumption anchor chain 8 and floats
Base 1, elastoplasticity cable body 9 is successively stretched when pulling out energy consumption anchor chain 8.
As shown in Fig. 2, floating foundation 1 is hollow floating platform, the visible table in 1 coverage area of floating foundation, connecting strand
Chain 7 lies in energy dissipating anchor 5 after passing through the table in 1 coverage area of floating foundation.Since wave can be vertically through the hollow of floating foundation 1
Place, thus the stability with floating foundation 1 and in stormy waves antidumping ability.
As shown in figure 4, arresting net 2 is supported by the floating foundation at both ends, arresting net 2 includes main check cable 10, suspension line 11 and auxiliary
Rope 12 is helped, suspension line 11 is the rope of the top in arresting net 2, and the both ends of suspension line 11 lie in the height of 2 both ends floating foundation 1 of arresting net
Place, the upper end of lazy halyard 12 lie in suspension line 11, lower end owner's check cable 10 of lazy halyard 12, and main check cable 10 is arresting net 2
Middle rupture pull force maximum and both ends lie in the check cable of floating foundation 1, and the height of main check cable 10 is higher than ship more than the water surface
Stem or bulb bow.After ship is hit, main check cable 10 be will act on above ship bulb bow or above stem.
As shown in figure 5, installing auxiliary check cable 13 additional below main check cable 10, pass through 12 direct or indirect connection of lazy halyard
To suspension line 11, assists check cable 13 to bubble through the water column or slightly above the water surface, ship are made after hitting by auxiliary check cable 13 and lazy halyard 12
With suspension line 11 will be fallen by drawing, and the not high ship of stem will be unable to pass through below main check cable 10.
Claims (9)
1. mooring anchor cable promoted energy dissipating anchor combination consuming type block ship's repairs & maintenance facilities, it is characterised in that: it include floating foundation (1),
Arresting net (2), mooring anchor (3), mooring anchor cable (4), energy dissipating anchor (5), energy dissipating anchor cable (6), connection rope chain (7), several
Floating foundation (1) is alternatively arranged, and by mooring anchor (3) and mooring anchor cable (4) anchorage, adjacent floating foundation (1) is connected by arresting net (2),
Energy dissipating anchor (5) is placed in the mud face below floating foundation (1), lies in floating foundation (1) by energy dissipating anchor cable (6) or lies in arresting net (2),
The upper end bifurcated of mooring anchor cable (6) far from bridge location side has another furcation area system wherein there is a furcation area to lie in floating foundation (1)
Have connection rope chain (7), connection rope chain (7) lies in energy dissipating anchor (5) around the other end after a component of floating foundation (1).
2. the combination consuming type that mooring anchor cable according to claim 1 promotes energy dissipating anchor blocks ship's repairs & maintenance facilities, feature
Be: the energy dissipating anchor (5) is the gravity anchor of strip, connects rope chain (7) and energy dissipating anchor cable (6) all lies in strip weight
One end of power anchor long side；Or the energy dissipating anchor (5) is grip anchor；Or the energy dissipating anchor (5) is grip anchor group, in flat
Flat-shaped, upper and lower faces have no less than two grip teeth to stretch out.
3. the combination consuming type that mooring anchor cable according to claim 1 promotes energy dissipating anchor blocks ship's repairs & maintenance facilities, feature
Be: the floating foundation (1) is equipped with limiting device, and connection rope chain (7) lies in the preceding hole for passing through limiting device of energy dissipating anchor (5),
The size in limiting device hole is less than the cross sectional dimensions of energy dissipating anchor (5).
4. the combination consuming type that mooring anchor cable according to claim 1 promotes energy dissipating anchor blocks ship's repairs & maintenance facilities, feature
Be: the mooring anchor cable (4), in mooring anchor cable (4) upper end far from bridge location side, there is also another bifurcateds, floating
It adds energy consumption anchor chain (8) inside base (1) surface or floating foundation (1) to connect with the bifurcated, a number of elastoplasticity cable body (9) connection consumption
The chain link and floating foundation (1) of energy anchor chain (8).
5. the combination consuming type that mooring anchor cable according to claim 4 promotes energy dissipating anchor blocks ship's repairs & maintenance facilities, feature
Be: the energy consumption anchor chain (8) is set on the path for pulling out energy consumption anchor chain (8) inside floating foundation (1) surface or floating foundation (1)
There is obstacle, makes the path for pulling out energy consumption anchor chain (8) in broken line, and bend several times.
6. the combination consuming type that mooring anchor cable according to claim 1 promotes energy dissipating anchor blocks ship's repairs & maintenance facilities, feature
Be: the upper end bifurcated of separate bridge location side-line pool anchor cable (4), is to have the bifurcated rupture pull force of connection rope chain (7) big
In the bifurcated rupture pull force for lying in floating foundation (1).
7. the combination consuming type that mooring anchor cable described in any one of -4 promotes energy dissipating anchor according to claim 1 blocks ship
Facility, it is characterised in that: the floating foundation (1) is hollow floating platform, in the visible table in middle part of floating foundation (1), connection
Rope chain (7) lies in energy dissipating anchor (5) after the middle part table of floating foundation (1).
8. the combination consuming type that mooring anchor cable according to claim 1 promotes energy dissipating anchor blocks ship's repairs & maintenance facilities, feature
Be: the arresting net (2) is supported by floating foundation (1), and arresting net (2) includes main check cable (10), suspension line (11) and auxiliary
Rope (12), suspension line (11) are the rope of the top in arresting net (2), and the both ends of suspension line (11) lie in arresting net (2) both ends
Floating foundation (1) eminence, the upper end of lazy halyard (12) are lain in suspension line (11), lower end owner's check cable (10) of lazy halyard (12), main
Check cable (10) is the check cable that rupture pull force maximum and both ends lie in floating foundation (1) in arresting net (2), is located at suspension line (11)
Lower section, more than the water surface height of main check cable (10) be higher than ship stem or bulb bow.
9. the combination consuming type that mooring anchor cable according to claim 8 promotes energy dissipating anchor blocks ship's repairs & maintenance facilities, feature
Be: the arresting net (2) installs auxiliary check cable (13) additional below main check cable (10), direct by lazy halyard (12)
Or suspension line (11) are connected indirectly to, auxiliary check cable (13) drift is in the water surface or the slightly above water surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910285669.2A CN109914348B (en) | 2019-04-10 | 2019-04-10 | Combined energy-consumption type ship blocking facility for mooring anchor rope chain lifting energy dissipation anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910285669.2A CN109914348B (en) | 2019-04-10 | 2019-04-10 | Combined energy-consumption type ship blocking facility for mooring anchor rope chain lifting energy dissipation anchor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109914348A true CN109914348A (en) | 2019-06-21 |
| CN109914348B CN109914348B (en) | 2024-01-26 |
Family
ID=66969317
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910285669.2A Active CN109914348B (en) | 2019-04-10 | 2019-04-10 | Combined energy-consumption type ship blocking facility for mooring anchor rope chain lifting energy dissipation anchor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109914348B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB495154A (en) * | 1937-02-02 | 1938-11-08 | Heinrich Hoff | Improvements in or relating to the mooring of floating vessels |
| CN103835262A (en) * | 2014-03-31 | 2014-06-04 | 南京广博工程技术有限公司 | Floating foundation overhead ship arresting facility with reliable dragging energy dissipation |
| CN103835261A (en) * | 2014-03-31 | 2014-06-04 | 南京广博工程技术有限公司 | Floating foundation overhead ship arresting facility with controllable resistance |
| CN203977370U (en) * | 2014-03-31 | 2014-12-03 | 南京广博工程技术有限公司 | The overhead ship's repairs & maintenance facilities that blocks of the automatic falling type floating foundation of energy dissipating gravity anchor |
| CN204059289U (en) * | 2014-03-31 | 2014-12-31 | 南京广博工程技术有限公司 | The controlled floating foundation of resistance is overhead blocks ship's repairs & maintenance facilities |
| CN209854669U (en) * | 2019-04-10 | 2019-12-27 | 南京广博工程技术有限公司 | Combined energy-consuming type ship arresting facility for lifting energy dissipation anchor by mooring anchor chain |
-
2019
- 2019-04-10 CN CN201910285669.2A patent/CN109914348B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB495154A (en) * | 1937-02-02 | 1938-11-08 | Heinrich Hoff | Improvements in or relating to the mooring of floating vessels |
| CN103835262A (en) * | 2014-03-31 | 2014-06-04 | 南京广博工程技术有限公司 | Floating foundation overhead ship arresting facility with reliable dragging energy dissipation |
| CN103835261A (en) * | 2014-03-31 | 2014-06-04 | 南京广博工程技术有限公司 | Floating foundation overhead ship arresting facility with controllable resistance |
| CN203977370U (en) * | 2014-03-31 | 2014-12-03 | 南京广博工程技术有限公司 | The overhead ship's repairs & maintenance facilities that blocks of the automatic falling type floating foundation of energy dissipating gravity anchor |
| CN204059289U (en) * | 2014-03-31 | 2014-12-31 | 南京广博工程技术有限公司 | The controlled floating foundation of resistance is overhead blocks ship's repairs & maintenance facilities |
| CN209854669U (en) * | 2019-04-10 | 2019-12-27 | 南京广博工程技术有限公司 | Combined energy-consuming type ship arresting facility for lifting energy dissipation anchor by mooring anchor chain |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109914348B (en) | 2024-01-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2895522Y (en) | Anti-collision inteception facility | |
| JP6607867B2 (en) | Floatable support structure for offshore wind turbines or other devices | |
| CN103835262B (en) | Energy dissipating gravity anchor automatic falling type floating foundation is overhead blocks ship's repairs & maintenance facilities | |
| CN106741698A (en) | It is a kind of to draw anchor system and its floating photovoltaic plant under water | |
| CN102815373A (en) | Hybrid deep water mooring system | |
| CN103147425A (en) | Overhead dragging and energy dissipating type ship arresting system supported by floating foundation | |
| CN102815372A (en) | Self-adaption type deepwater mooring system | |
| CN106719218B (en) | Single-point anchoring type circular deepwater net cage | |
| CN203977370U (en) | The overhead ship's repairs & maintenance facilities that blocks of the automatic falling type floating foundation of energy dissipating gravity anchor | |
| CN204311410U (en) | Self adaptation is fixed overheadly blocks ship's repairs & maintenance facilities | |
| CN104452672A (en) | Adaptive fixed overhead ship arresting facility | |
| CN102383399A (en) | Elevated dragging energy eliminating type ship blocking system | |
| CN108382530A (en) | A kind of single point mooring's hull yawing motion control device | |
| CN214939859U (en) | Novel material floating foundation is stepped to walk anchor energy dissipation boats and ships interception facility | |
| CN204059289U (en) | The controlled floating foundation of resistance is overhead blocks ship's repairs & maintenance facilities | |
| CN103835261A (en) | Floating foundation overhead ship arresting facility with controllable resistance | |
| CN103397616A (en) | Ship blocking method capable of defusing transverse rotating risk of ship | |
| CN109914348A (en) | The combination consuming type that mooring anchor cable promotes energy dissipating anchor blocks ship's repairs & maintenance facilities | |
| CN206902666U (en) | A kind of buffer unit of intelligent absorption type large-tonnage ships berthing | |
| CN206394832U (en) | It is a kind of to draw anchor system and its floating photovoltaic plant under water | |
| CN206713803U (en) | A kind of single-point anchoring type circular deep water net cage | |
| CN209854669U (en) | Combined energy-consuming type ship arresting facility for lifting energy dissipation anchor by mooring anchor chain | |
| CN2900621Y (en) | Bamboo raft for clearing tide | |
| CN109235367B (en) | Fixed point mooring multi-stage anchor walking energy dissipation type ship interception facility | |
| CN209854668U (en) | Combined energy consumption type ship arresting facility with arresting cable for lifting energy dissipation anchor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wu Guanghuai Inventor after: Guo Xinlei Inventor after: Chen Yunhe Inventor after: Tang Xuefeng Inventor after: Zhang Yi Inventor after: Fang Xiaolei Inventor before: Wu Guanghuai Inventor before: Guo Xinlei Inventor before: Chen Xujun Inventor before: Chen Yunhe Inventor before: Tang Xuefeng Inventor before: Zhang Yi Inventor before: Fang Xiaolei |
|
| CB03 | Change of inventor or designer information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |