CN106092507B - A kind of mooring post of simulation different water depth anchoring system - Google Patents
A kind of mooring post of simulation different water depth anchoring system Download PDFInfo
- Publication number
- CN106092507B CN106092507B CN201610624617.XA CN201610624617A CN106092507B CN 106092507 B CN106092507 B CN 106092507B CN 201610624617 A CN201610624617 A CN 201610624617A CN 106092507 B CN106092507 B CN 106092507B
- Authority
- CN
- China
- Prior art keywords
- mooring post
- mooring
- post
- anchor point
- anchor
- 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
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M10/00—Hydrodynamic testing; Arrangements in or on ship-testing tanks or water tunnels
Landscapes
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- General Physics & Mathematics (AREA)
- Piles And Underground Anchors (AREA)
- Aerodynamic Tests, Hydrodynamic Tests, Wind Tunnels, And Water Tanks (AREA)
Abstract
The present invention provides a kind of mooring post of simulation different water depth anchoring system, including mooring post, mooring post pedestal and what is be arranged on mooring post is anchor point adjuster, it is that setting is anchor hole on anchor point adjuster, it is that anchor hole is connect with mooring line, support reinforcing bar is additionally provided between mooring post and mooring post pedestal.The present invention is that the arrangement of different water depth anchoring system is realized in the position of anchor point by adjusting on mooring post, it can not be limited by pond, model test can be carried out in any one pond, it is simple in structure, it is easy to operate, low cost can greatly reduce experimentation cost and difficulty, while will not influence the precision of ocean engineering basin test.
Description
Technical field
The present invention relates to a kind of mooring post more particularly to a kind of mooring posts of simulation different water depth anchoring system, belong to sea
Foreign engineering model experimental technique field.
Background technology
With the fast development of ocean engineering, all kinds of floating structures and its mooring, the emergence of riser systems, Hen Duoshe
The accuracy of meter and theoretical analysis result needs to be verified by model test with reliability.Floating structure system model is tested
Key facility be ocean engineering pond, pond will have certain depth and an area, and can within the scope of rational scaling factor,
Floating structure and its anchoring system are completely simulated, obtain floating structure each degree of freedom motor imagination and mooring line by
Power.International existing pond depth is up to 15m.Depth of water regulating system is one of the important tests facility in ocean engineering pond,
Because the operating depth tested every time is different, shallow water may only have more than ten meters, and deep water is then likely to be breached several kms, because
This, ocean engineering pond then needs to simulate the marine environmental conditions of different water depth according to test requirements document and rational scaling factor.It is existing
Some methods are to carry out the adjusting of the depth of water using the liftable false bottom of large area.It usually by steel, fiberglass and mixes at false bottom
The buoyancy tank connection that solidifying soil makes is composed, and buoyancy in water is slightly larger than own wt.It is installed simultaneously in false bottom more
Root wirerope is realized moving up and down for false bottom by adjusting wirerope length mounted on multiple pneumatics windlass devices of pool side, is reached
To the purpose for adjusting the depth of water.Therefore, false bottom facility must be designed in pond early construction, built and be carried out at the same time with pond, and
And the cost at false bottom is high.But also many ponds are due to various reasons, there is no install false bottom facility.If carrying out mould
Type is tested, and how to be fixed to anchoring system, how to be simulated different operating water depths, then needs to carry out detailed design and opinion
Card, obtain it is a set of it is safe and simple, reliable, economical be anchor scheme, to provide reference for relevant experiment work.
The present invention provides a kind of mooring post that can simulate different water depth mooring, can be convenient and efficient according to experiment needs
The adjusting mooring depth of water, and the configuration of the present invention is simple, easy to operate, cost is very low, and liftable false bottom is built in pond
It compares, experimentation cost and difficulty can be greatly reduced, can not be limited by pond, mould can be carried out in any one pond
Type is tested, while will not influence the precision of ocean engineering basin test.
Invention content
The purpose of the invention is to provide a kind of mooring post of simulation different water depth anchoring system, can realize arbitrary
Pond, according to the design head that ocean engineering model is tested, placement is anchor point at the arbitrarily setting depth of water.With Cistern Design can
The false bottom of lifting is compared, and the configuration of the present invention is simple is easy to operate, low cost, before not influencing ocean engineering basin test precision
It puts, the cost and difficulty of experiment can be substantially reduced.
The object of the present invention is achieved like this：Including mooring post, mooring post pedestal and what is be arranged on mooring post is anchor
Point adjuster is that setting is anchor hole on anchor point adjuster, is that anchor hole is connect with mooring line, between mooring post and mooring post pedestal
It is additionally provided with support reinforcing bar.
The invention also includes some such structure features：
1. system's anchor point adjuster includes two semicircular rings, and one end of two semi-circular shape is hinged, another
One end is detachably connected by bolt, and is that anchor hole is arranged in the end that parbuckle screw connects.
2. the support reinforcing bar is two layers inside and outside respectively, every layer is evenly arranged with three bars.
3. the mooring post bottom end is evenly arranged with spherical foot.
Compared with prior art, the beneficial effects of the invention are as follows：The present invention mooring post it is vertical under be placed on experimental tank pond
Bottom, by be anchor point adjuster adjust be anchor point depth, may be implemented in arbitrary pond, according to ocean engineering model experiment
Design head, placement is anchor point at the arbitrarily setting depth of water.It is different according to the depth of water of simulation when ocean engineering model is tested, warp
The anchoring system using different water depth is often needed, realized using the method at liftable vacation bottom at present.Liftable vacation bottom needs
Not have liftable vacation bottom with pond together design-build, many ponds, and liftable vacation bottom cost is high.The present invention is logical
The mooring that different water depth is realized using mooring post is crossed, compared with the false bottom of lifting, by the position on adjusting mooring post being anchor point
It realizes that the arrangement of different water depth anchoring system, the present invention can not be limited by pond, the water of anchoring system is adjusted in arbitrary pond
Depth simultaneously carries out model test；And the configuration of the present invention is simple, easy to use, cost is relatively low, in the premise for not losing test accuracy
Under, experimentation cost and difficulty can be substantially reduced.
Description of the drawings
Fig. 1 is the overall structure diagram of the present invention；
Fig. 2 is the structural schematic diagram in the main view direction of the present invention；
Fig. 3 is the structural schematic diagram of side-looking direction of the present invention；
Fig. 4 be the present invention be anchor point adjuster structural schematic diagram；
Fig. 5 is the structural schematic diagram in the mooring post pedestal main view direction of the present invention.
In figure：Number indicates that content is as follows in each figure：1. mooring post；2. support reinforcing bar；3. mooring post pedestal；4. being anchor
Point adjuster；5. being anchor hole；6. parbuckle screw；7. mooring post spherical shape footing.
Specific implementation mode
Present invention is further described in detail with specific implementation mode below in conjunction with the accompanying drawings.
Embodiment one：In conjunction with Fig. 1 to Fig. 3, include mainly mooring post 1., support reinforcing bar 2., mooring post pedestal 3. and be
4., it is anchor point to correspond to one per root system anchor post to anchor point adjuster, and the present invention can be used alone, and can also use in groups.
Mooring post pedestal is horizontal positioned, and mooring post is placed vertically, and mooring post bottom end is fixedly mounted on mooring post base center,
Being that anchor point adjuster is sleeved on mooring post, it is closed fixation after being adjusted to the position of setting, one end of anchor is tied up on mooring hole；
Then mooring post is transferred to position pre-set in pond.Namely the present invention include mooring post 1., mooring post pedestal 3.
Be arranged on mooring post be anchor point adjuster 4., be anchor point adjuster 4. upper setting be anchor hole 5., be anchor hole 5. with mooring
Line connects, namely is 5. anchor hole is used to fix mooring line, and support reinforcing bar is additionally provided between mooring post and mooring post pedestal
2. being that anchor point adjuster can be with free-open-close, being, being that anchor point adjuster closes after anchor point is adjusted to the moored position of the setting depth of water
It closes and fixes.The present invention when in use can be specified being that anchor point is adjusted to by being anchor point adjuster according to the experiment depth of water of mooring
Position, to realize the depth of water for adjusting mooring.
Embodiment two：Based on above-described embodiment and Fig. 4, the present invention is combined to can also be：System's anchor point adjuster includes
Two semicircular rings, and one end of two semi-circular shape is hinged, 6. the other end is detachably connected by parbuckle screw, and
It is that anchor hole is arranged in bolted end,.
Embodiment three：Based on above-described embodiment, the present invention can also be：The support reinforcing bar is two layers inside and outside respectively, often
Layer is evenly arranged with three bars namely one end of every bar is fixedly connected with mooring post, the other end and mooring post pedestal are fixed and connected
It connects；.
Example IV：Based on above-described embodiment and Fig. 5, the present invention is combined to can also be：The mooring post bottom end is uniformly set
It is equipped with spherical foot 7., can ensure that mooring post pedestal and bottom of pond remain point contact in this way, increase stability.
To sum up, 3. sinking provides a stable basis for structure, makes mooring post mooring post pedestal of the invention in bottom of pond
It is worked normally in pond 1. can steadily be stood under the action of anchor, 8. the spherical footing of pedestal can make pedestal and bottom of pond
It remains point contact, increases the stability of structure；1. mooring post is a straight-bar, vertical is fixedly mounted on mooring post pedestal
Center provides a fixed point for anchor, in experiment, according to the depth of water of anchoring system, calculates the position of anchoring point and is being
Corresponding position on anchor post is fixed anchor at this location；It is that anchor point adjuster 4. can be with free-open-close, main there are two make
With, when thereon be 6. anchor hole provides a carrier easily fixed for anchor, anchor can be tied up on anchor hole, second is that
It is anchor point position for adjusting, it is specified being that anchor point adjuster is moved to according to the anchoring point position on calculated mooring post
Be anchor point, then made to be that anchor point adjuster is fixed on mooring post with parbuckle screw；2. one end is fixedly mounted support reinforcing bar
On mooring post pedestal, the other end is fixedly mounted on mooring post, is used to support mooring post, and mooring post is made to be kept upright, and is not sent out
Raw bending, in case influence is the precision of anchor point.
The course of work of the present invention is as follows：
According to experimental condition, the position for being anchor point in pond is calculated, mooring post is then calculated according to the pond depth of water
The position of upper system's anchor point.Release is anchor point adjuster, and be moved to setting is to be fixed at anchor point, and one end of anchor is tied up to anchor
Kong Shang uses Unified number mark to prevent the anchor other end from sinking to bottom of pond in one buoy of anchor other end bolt, and with mooring post
Note.Then mooring post is transferred to successively preassigned position in pond, the other end of anchor passes through leading on test model
Cable hole carries out mooring positioning to test model.Compared with liftable pond vacation bottom, it can not be limited by pond using the device,
Model test can be carried out in any one pond, and the apparatus structure is simple, easy to use, cost is very low, Ke Yi great
It is big to reduce experimentation cost.
Claims (3)
1. a kind of mooring post of simulation different water depth anchoring system, it is characterised in that：Including mooring post, mooring post pedestal and setting
On mooring post is anchor point adjuster, is that setting is anchor hole on anchor point adjuster, is that anchor hole is connect with mooring line, in mooring post
Support reinforcing bar is additionally provided between mooring post pedestal；System's anchor point adjuster includes two semicircular rings, and two and half
One end of circular ring shape is hinged, the other end is detachably connected by bolt, and is that anchor hole is arranged and is connected in parbuckle screw
End.
2. a kind of mooring post of simulation different water depth anchoring system according to claim 1, it is characterised in that：The support
Bracing piece is two layers inside and outside respectively, and every layer is evenly arranged with three bars.
3. a kind of mooring post of simulation different water depth anchoring system according to claim 1 or 2, it is characterised in that：It is described
Mooring post bottom end is evenly arranged with spherical foot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610624617.XA CN106092507B (en) | 2016-08-02 | 2016-08-02 | A kind of mooring post of simulation different water depth anchoring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610624617.XA CN106092507B (en) | 2016-08-02 | 2016-08-02 | A kind of mooring post of simulation different water depth anchoring system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106092507A CN106092507A (en) | 2016-11-09 |
| CN106092507B true CN106092507B (en) | 2018-07-24 |
Family
ID=57454788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610624617.XA Active CN106092507B (en) | 2016-08-02 | 2016-08-02 | A kind of mooring post of simulation different water depth anchoring system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106092507B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108871729B (en) * | 2018-07-11 | 2020-06-16 | 哈尔滨工程大学 | Mooring power cut-off simulation method based on energy spectrum |
| CN109738154A (en) * | 2019-01-16 | 2019-05-10 | 中山大学 | A kind of anchor block device of mooring experiment |
| CN113148055B (en) * | 2021-05-25 | 2022-09-27 | 哈尔滨工程大学 | Temporary test pool false bottom unit and wave resistance test method based on temporary test pool false bottom unit |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4645467A (en) * | 1984-04-24 | 1987-02-24 | Amtel, Inc. | Detachable mooring and cargo transfer system |
| CN1828254A (en) * | 2006-03-30 | 2006-09-06 | 上海交通大学 | Liftable deep well false bottom system |
| CN203511983U (en) * | 2013-09-30 | 2014-04-02 | 古国维 | Deep-water mooring column |
| CN105155494A (en) * | 2015-08-12 | 2015-12-16 | 王金宁 | Multifunctional combined type lifting platform in water |
| CN204962288U (en) * | 2015-09-24 | 2016-01-13 | 浙江新昌三瑞香雪冲业有限公司 | Gas cylinder bracket |
-
2016
- 2016-08-02 CN CN201610624617.XA patent/CN106092507B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4645467A (en) * | 1984-04-24 | 1987-02-24 | Amtel, Inc. | Detachable mooring and cargo transfer system |
| CN1828254A (en) * | 2006-03-30 | 2006-09-06 | 上海交通大学 | Liftable deep well false bottom system |
| CN203511983U (en) * | 2013-09-30 | 2014-04-02 | 古国维 | Deep-water mooring column |
| CN105155494A (en) * | 2015-08-12 | 2015-12-16 | 王金宁 | Multifunctional combined type lifting platform in water |
| CN204962288U (en) * | 2015-09-24 | 2016-01-13 | 浙江新昌三瑞香雪冲业有限公司 | Gas cylinder bracket |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106092507A (en) | 2016-11-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106092507B (en) | A kind of mooring post of simulation different water depth anchoring system | |
| Ingram et al. | The design and commissioning of the first, circular, combined current and wave test basin. | |
| CN109835438A (en) | A kind of lift buoy device | |
| CN101657634A (en) | Be used for from the energy-producing floating installation of current | |
| KR20110092257A (en) | Barge device for installation of tidal power structure | |
| CN205653772U (en) | Small -size platform is from lift -type spud leg | |
| CN100516809C (en) | Liftable deep well false bottom system | |
| CN201390367Y (en) | Lifting sit-on-bottom CDM construction method operation platform ship | |
| CN110316321A (en) | Self-balancing type buoyage | |
| CN107917702B (en) | Ocean hydrology visualizer for ocean wind power planning | |
| CN203758571U (en) | Novel tide level observation station | |
| CN106382180A (en) | Floating type buoyancy pendulum wave power generation device | |
| CN102071819B (en) | Deep water suspension safety swimming pool | |
| CN1332226C (en) | A deep sea submerged buoy measuring system | |
| CN104417726A (en) | Offshore pontoon construction method | |
| CN207248300U (en) | Hemispherical bottom-sitting type liminmeter observation device | |
| CN203698617U (en) | Movable self-mounting-type drilling and production processing oil storage platform | |
| CN105480386A (en) | Overwater operation platform | |
| CN114455033B (en) | Underwater equipment floating type test platform and use method thereof | |
| DE102015011353A1 (en) | ENERGY STAR TURN | |
| CN203977394U (en) | Ocean platform can float | |
| CN104802925B (en) | The method for dismounting of ocean platform propeller | |
| CN106945805B (en) | Recyclable shallow sea shelter based on seabed geodesic control net | |
| JP5522555B1 (en) | Tidal current power generator embedded in the foundation of a transmission tower | |
| CN201981808U (en) | Deep-water floating type safety swimming pool |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |