CN209080100U - Dan Fuer anchor - Google Patents
Dan Fuer anchor Download PDFInfo
- Publication number
- CN209080100U CN209080100U CN201821754117.9U CN201821754117U CN209080100U CN 209080100 U CN209080100 U CN 209080100U CN 201821754117 U CN201821754117 U CN 201821754117U CN 209080100 U CN209080100 U CN 209080100U
- Authority
- CN
- China
- Prior art keywords
- anchor
- backplate
- fuer
- dan
- fluke
- 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.)
- Active
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to the technical fields of marine anchor, specifically disclose a kind of Dan Fuer anchor, including shank, anchor fluke and crown, the anchor fluke is symmetrical arranged along the vertical axis of shank, anchor fluke is fixedly mounted on crown, it is fixedly connected to backplate on the two sides of the anchor fluke, the angle of backplate and anchor fluke is 80 ° -100 °, and backplate is arranged in parallel with the shank.Dan Fuer anchor in the utility model, during in its anchor fluke engaging-in subsoil, backplate follows anchor fluke engaging-in subsoil together, so increase the contact area between entire Dan Fuer anchor and subsoil, and mainly it is increased contact area of the Dan Fuer anchor in the vertical direction between subsoil, therefore, during ship shakes, anchor fluke in engaging-in subsoil occurs to swing or the difficulty of rotation increases, with good rotation stop effect, so as to shorten the time of the completely engaging-in subsoil of anchor fluke, while can effectively prevent dragging of anchor.
Description
Technical field
The utility model relates to the technical fields of marine anchor, specifically disclose a kind of Dan Fuer anchor.
Background technique
Ship anchor is a kind of special implement to berth for ship, and ship anchor is thrown into water by when use, and the ship anchor after entering water can
Engaging-in subsoil, and grip is provided by the anchor chain of ship anchor top direct bearing or hawser, ship or other floating bodies are tethered in predetermined water
Domain.But ship closes dynamical system when being parked in waterborne, and therefore, when encountering water wave or under strong wind weather, ship
It can shake on the water surface.When casting anchor, ship shakes, it will cause the anchor fluke of ship anchor in the process of engaging-in subsoil
It is middle to swing, anchor fluke catch soil generate grip difficulty increase, cause ship anchor thoroughly engaging-in subsoil time extend,
Even there is the danger to drag of anchor when more serious.
Utility model content
The utility model is intended to provide a kind of Dan Fuer anchor, is held during nibbling soil with solving the anchor fluke of existing Dan Fuer anchor
It easily rotates because ship shakes, and then leads to the problem of dragging of anchor.
In order to achieve the above object, the embodiment of the utility model are as follows: Dan Fuer anchor, including shank, anchor fluke and crown, it is described
Anchor fluke is symmetrical arranged along the vertical axis of shank, and anchor fluke is fixedly mounted on crown, is fixedly connected on the two sides of the anchor fluke
There is a backplate, the angle of backplate and anchor fluke is 80 ° -100 °, and backplate is arranged in parallel with the shank.
The working principle and beneficial effect of this programme is: the backplate being arranged on anchor fluke can follow anchor fluke engaging-in bottom together
Soil, when engaging-in subsoil, backplate is in contact with subsoil, increases contact surface of the Dan Fuer anchor in the vertical direction between subsoil
Product, therefore, when anchor fluke is intended to occur to swing or rotate, backplate increases the resistance that swing or rotation occur for anchor fluke, to reach
To the effect of rotation stop, the time of the completely engaging-in subsoil of anchor fluke can be shortened when ship shakes, while can be effectively prevent
It drags of anchor, ship is avoided to cause danger during casting anchor because dragging of anchor.
Further, cavity is offered in the backplate, the roof and bottom wall of backplate offer multiple first discharge outlet respectively
With the second discharge outlet, the first discharge outlet and the second discharge outlet are connected to cavity.
Cavity is opened up in backplate, directly reduces the weight of backplate, thus reduce the overall weight of anchor, meanwhile, first
Discharge outlet is connected to cavity with the second discharge outlet, and therefore, after anchoring into water, seawater pours in cavity immediately, increases the weight of backplate,
The overall weight after water is anchored into increase, facilitates anchor fluke and backplate is sunk in silt when being sink to seabed.Also, in anchor quilt
During towing, the silt in seabed is entered in the cavity of backplate by the first discharge outlet, and the seawater in cavity is through the second draining
Hole discharge, since silt and seawater have viscous effect, anchor fluke, backplate are more difficult to separate with subsoil, increase the grip of anchor,
To increase the holding power to weight ratio of anchor.In addition, seawater can pass freely through the second drainage hole, sky during anchoring into underwater heavy
Chamber and the first discharge outlet reduce seawater to the resistance of backplate, to reduce seawater to the buoyancy of anchor, so that anchor is able to quickly sink
Drop.
Further, supporting block is fixedly connected on the front side wall and rear wall of the crown.
Supporting block is set on crown to ensure to have enough tilt angles between anchor fluke and sea bottom surface, so that anchor fluke
As early as possible completely among engaging-in subsoil, berthing for ship can be rapidly completed.
Further, the supporting block is fluted far from opening up in the one side wall of crown, offers on the side wall of groove multiple
Third discharge outlet.
Groove is arranged first is that reducing the overall weight of anchor while in order to achieve the desired results in supporting block, while also reducing system
The materials of raw material are made, second is that the silt for seabed is able to enter inside grooves, using the viscous effect of silt and seawater into one
Step increases the grip of anchor.And it is seawater energy during facilitating silt to enter groove that third discharge outlet is opened up on the side wall of groove then
It is enough discharged by third discharge outlet, and for reducing the resistance that the supporting block of silt and seawater to movement when is applied.
Further, the crown offers through-hole on anchor point far from anchor point is fixedly connected in the one side wall of shank.
Anchor chain is fastened in the through-hole opened up on anchor point, in anchor, anchor chain is pulled easily anchor can be flipped,
Realize that anchor is easy to operate, time saving, laborsaving.
Further, the backplate is equipped with rounded structure far from the one side wall of crown.
Rounded structure makes the shape of backplate mellow and full, reduces seawater to the resistance of backplate.
Further, the backplate is less than backplate close to the wall thickness of anchor fluke one end far from the wall thickness of anchor fluke one end.
Contacting seabed silt first is the one end of backplate far from anchor fluke, therefore, wall thickness of the backplate far from anchor fluke one end compared with
Hour, it breaks ground and is relatively easy to, backplate can be conducive to integrally in engaging-in subsoil.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of Dan Fuer anchor in the utility model embodiment；
Fig. 2 is the side view of Dan Fuer anchor in the utility model embodiment；
Fig. 3 is the left view longitudinal sectional view of backplate in Fig. 1；
Fig. 4 is the left view longitudinal sectional view of supporting block in Fig. 1.
Specific embodiment
It is further described below by specific embodiment:
Appended drawing reference in Figure of description include: shank 1, anchor fluke 2, crown 3, hanging button piece 4, the first anchor chain 5, backplate 6,
Cavity 7, the first discharge outlet 8, the second discharge outlet 9, supporting block 10, groove 11, third discharge outlet 12, anchor point 13, through-hole 14, second
Anchor chain 15.
Embodiment is substantially as depicted in figs. 1 and 2, Dan Fuer anchor, including shank 1, anchor fluke 2 and crown 3, the top of shank 1
Hanging button piece 4 is installed, there is the first anchor chain 5 in system at hanging button piece 4.Anchor fluke 2 is symmetrical arranged along the vertical axis of shank 1, the fixed peace of anchor fluke 2
On crown 3, shank 1 and crown 3 are rotatablely connected.Backplate 6, backplate 6 are fixedly connected on the front and rear sides face of anchor fluke 2
Angle with anchor fluke 2 is 90 °, and backplate 6 is arranged in parallel with shank 1.The roof of backplate 6 is equipped with rounded structure, and backplate 6 is far from anchor fluke
The wall thickness of 2 one end is less than backplate 6 close to the wall thickness of 2 one end of anchor fluke, and backplate 6 is facilitated to nibble soil.
As shown in connection with fig. 3, cavity 7 is offered in backplate 6, the roof and bottom wall of backplate 6 open up that there are two first rows respectively
The mouth of a river 8 and the second discharge outlet 9, the first discharge outlet 8 and the second discharge outlet 9 are connected to cavity 7.
It is fixedly connected to supporting block 10 on the front side wall and rear wall of crown 3, as shown in connection with fig. 4, the right side of supporting block 10
Fluted 11 are opened up on side wall, are opened up in the side wall and downside wall of groove 11 there are two third discharge outlet 12.
It is fixedly connected with anchor point 13 on the bottom wall of crown 3, through-hole 14 is offered on anchor point 13, there is the second anchor in system at through-hole 14
Chain 15.
Specific implementation process is as follows: after anchoring into water, seawater is entered in cavity 7 by the first discharge outlet 8, the second discharge outlet 9
And it is full of cavity 7, the overall weight of anchor increases, and is conducive to anchor and quickly sinks down into seabed.When anchor sinks down into sea bottom surface, crown 3
On supporting block 10 contacted first with the silt of sea bottom surface, object is not supported far from one end of crown 3 due to anchor fluke 2 at this time,
Therefore the one end of anchor fluke 2 far from crown 3 is also with seabed face contact, and then anchor fluke 2 and sea bottom surface form certain angle.
Then, pull the first anchor chain 5 mobile so that shank 1 is mobile, and then dragging anchor moves integrally, in moving process, anchor
The top of pawl 2 takes the lead in being inserted among the silt in seabed, with the first anchor chain 5 continue drag anchor, anchor fluke 2 gradually engaging-in subsoil it
In, the backplate 6 on anchor fluke 2 is fixedly connected on also gradually among engaging-in subsoil, in this way, backplate 6 increases anchor and subsoil vertical
Contact area on direction is shaken power and is transferred on anchor by the first anchor chain 5, made during ship shakes on the water surface
Anchorage preparation is raw swings or the trend of rotation, and the anchor fluke 2 in engaging-in subsoil is offseted with subsoil due to backplate 6 at this time, because
This, anchor fluke 2 occurs to swing or the difficulty of rotation is big, has good rotation stop effect, so as to shorten needed for anchorage regardless operation
Time.Also, after the contact area of anchor and subsoil increases, the grip of anchor increases, and improves the holding power to weight ratio of anchor.In addition, protecting
During the engaging-in subsoil of plate 6, silt enters through the first discharge outlet 8 in the cavity 7 of backplate 6, and the seawater in cavity 7 then passes through the
Cavity 7 is discharged in two discharge outlet 9, since seawater and silt have viscous effect, the interaction between backplate 6 and subsoil
Power more closely, further increases the grip of anchor, improves the holding power to weight ratio of anchor, effectively prevent the generation to drag of anchor.
In the above process, silt will 11 side wall of notch and groove through groove 11 third discharge outlet 12 enter support
In the groove 11 of block 10, and silt and seawater have viscous effect, then further increase the grip of anchor, can also improve stopping for anchor
Turn effect.
In anchor, the second anchor chain 15 is pulled to loosen between anchor fluke 2, backplate 6 and subsoil, easily so that anchor is flipped
Anchor operation is completed, then the first anchor chain 5 is pulled to recycle anchor.During withdrawing anchor, seawater is constantly through the first discharge outlet 8
It is discharged again through the second discharge outlet 9 in into the cavity 7 of backplate 6, then, the seawater that the silt in cavity 7 is flowed is cleaned out,
Without manually cleaning cavity 7 after recycling anchor.Similarly, silt will be cleaned out by seawater in the groove 11 of supporting block 10, be not necessarily to
Artificial cleaning.
Above-described is only the embodiments of the present invention, and the common sense such as well known specific structure and characteristic are herein in scheme
It does not describe excessively.It should be pointed out that for those skilled in the art, in the premise for not departing from the utility model structure
Under, several modifications and improvements can also be made, these also should be considered as the protection scope of the utility model, these all will not influence
The effect and patent practicability that the utility model is implemented.
Claims (7)
1. Dan Fuer anchor, including shank, anchor fluke and crown, the anchor fluke is symmetrical arranged along the vertical axis of shank, the fixed peace of anchor fluke
On crown, it is characterised in that: be fixedly connected to backplate on the two sides of the anchor fluke, the angle of backplate and anchor fluke is
80 ° -100 °, backplate is arranged in parallel with the shank.
2. Dan Fuer anchor according to claim 1, it is characterised in that: offer cavity, the roof of backplate in the backplate
Offer multiple first discharge outlet and the second discharge outlet respectively with bottom wall, the first discharge outlet and the second discharge outlet connect with cavity
It is logical.
3. Dan Fuer anchor according to claim 1 or 2, it is characterised in that: on the front side wall and rear wall of the crown
It is fixedly connected with supporting block.
4. Dan Fuer anchor according to claim 3, it is characterised in that: the supporting block in the one side wall of crown far from opening up
It is fluted, multiple third discharge outlet are offered on the side wall of groove.
5. Dan Fuer anchor according to claim 4, it is characterised in that: the crown connects far from fixed in the one side wall of shank
It is connected to anchor point, offers through-hole on anchor point.
6. Dan Fuer anchor according to claim 1 or 5, it is characterised in that: the backplate in the one side wall of crown far from setting
There is rounded structure.
7. Dan Fuer anchor according to claim 6, it is characterised in that: the backplate is less than shield far from the wall thickness of anchor fluke one end
Wall thickness of the plate close to anchor fluke one end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821754117.9U CN209080100U (en) | 2018-10-26 | 2018-10-26 | Dan Fuer anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821754117.9U CN209080100U (en) | 2018-10-26 | 2018-10-26 | Dan Fuer anchor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209080100U true CN209080100U (en) | 2019-07-09 |
Family
ID=67121080
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821754117.9U Active CN209080100U (en) | 2018-10-26 | 2018-10-26 | Dan Fuer anchor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209080100U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114148454A (en) * | 2021-10-27 | 2022-03-08 | 山东北溟科技有限公司 | Anchor device for equipment limited by storage space |
-
2018
- 2018-10-26 CN CN201821754117.9U patent/CN209080100U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114148454A (en) * | 2021-10-27 | 2022-03-08 | 山东北溟科技有限公司 | Anchor device for equipment limited by storage space |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110029691A (en) | A kind of automatic mounting structure of offshore wind power foundation erosion control brush layer and installation method | |
| CN103798160B (en) | A kind of deep-sea breeding platform and preparation method thereof | |
| CN209080100U (en) | Dan Fuer anchor | |
| CN109339011B (en) | A floating garbage automatic collection system for coast gentle slope | |
| CN110595836A (en) | Surface layer sediment collector | |
| CN108094284B (en) | Elastic tying and fixedly connecting type shallow sea aquaculture purse seine | |
| CN2900621Y (en) | Bamboo raft for clearing tide | |
| CN210086155U (en) | Wave-proof impact structure for fishing port | |
| CN207597342U (en) | The unrestrained device of self-stability exposed throughout type gear | |
| CN107386198B (en) | Near-shore floating flexible breakwater | |
| CN105178361B (en) | One kind is anti-to float well lid | |
| US4459934A (en) | Anchor | |
| CN210774839U (en) | Surface layer sediment collector | |
| CN109969342A (en) | A kind of expandable novel slurry filling Screw Anchor in end and its installation method | |
| CN104895019B (en) | Reservoir desilting system | |
| CN209719843U (en) | Device is determined in a kind of anchoring of ship | |
| CN204715310U (en) | A kind of reservoir desilting system | |
| CN114304026A (en) | Offshore wind power scouring pit self-repairing device with micro-ecological breeding function | |
| WO1995016344A1 (en) | Improvements in or relating to fishing apparatus | |
| CN103215918B (en) | A kind of ramp type pile foundation manger board transmission dike | |
| CN207100235U (en) | One kind remote control dap ship | |
| CN208309534U (en) | Submerged rotating pier vertical shaft vortex spillway tunnel | |
| CN107960318B (en) | Sinking type reef body | |
| CN206561935U (en) | A kind of mill tailings storehouse water surface icebreaking device | |
| CN1206425C (en) | Apparatus for stirring silt by stirring and floating and flowing carrying mud to dredge watercourse |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230919 Address after: No. 11 Longxi Road, Industrial Park, Longshui Town, Dazu District, Chongqing, 402368 Patentee after: Yaxing New Chongqing Heavy Industry Co.,Ltd. Address before: No. 2-64, Longshui Industrial Park, Dazu District, Chongqing, 400900 Patentee before: Chongqing Xinye Ship Pieces Co.,Ltd. |
|
| TR01 | Transfer of patent right |