CN105216971B - Floating body guide pile - Google Patents
Floating body guide pile Download PDFInfo
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- CN105216971B CN105216971B CN201410250550.9A CN201410250550A CN105216971B CN 105216971 B CN105216971 B CN 105216971B CN 201410250550 A CN201410250550 A CN 201410250550A CN 105216971 B CN105216971 B CN 105216971B
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- body guide
- guide pile
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Abstract
A kind of floating body guide pile, comprising: connecting column；And buoyancy compartment, have and is fixedly connected with disconnected first cavity of seawater, the buoyancy compartment with one end of the connecting column when work；The displacement of the buoyancy compartment is not less than the gross mass of the floating body guide pile, and when the floating body guide pile works in the seawater, the inclination angle generated under external physical force effect is no more than 1 degree.Floating body guide pile of the invention, which does not need mooring, can be realized as the stable position in ocean, and is not susceptible to tilt and drift about.
Description
Technical field
The present invention relates to marine structure engineering fields, and in particular to a kind of floating body guide pile.
Background technique
Ocean operation usually requires to complete by marine structure, marine structure include ocean lighthouse, drilling platforms,
Ship harbour, harbor even man-made island etc. make the steadily mooring in ocean of these marine structures as ocean
The maximum puzzlement of industry.
In the shallower sea area of the depth of water, generallys use and floating body guide pile is directly embedded to the mode of sea bed to realize and tie to ocean
The positioning of structure object, in the sea area that the depth of water is deeper, especially in ocean, floating body guide pile be directly embedded to sea bed positioning method no matter
It is from cost or technically all difficult to realize.In the prior art, the marine structure in ocean mainly uses catenary mooring system
System and tension type anchoring system are positioned.
However, catenary mooring system and tension type anchoring system exist be difficult to the shortcomings that overcoming, be mainly reflected in
Lower several respects:
First, anchoring system needs connect with the anchor point on sea bed and could finally realize mooring, anchoring system and anchor point
Interconnection technique, which usually has, casts anchor locking bolt technology and GPS boost motor power boosting technology, both technologies implement in ocean
Requirement to technology is high；
Second, the mooring radius that above two anchoring system occupies is all larger, is easy and other neighbouring marine structures
Anchoring system interferes；
Third, anchoring system realize that anchor point is arranged in mooring needs on sea bed, be easy to cause the destruction to sea bed；In addition,
It during anchoring system migration, stretched wire or tightens rope and rubs close to one end of sea bed with sea bed, sea bed can also be made
At destruction.
Summary of the invention
Problems solved by the invention is to provide one kind, and structure and implementation are simple in the seawater and are able to achieve the floating of positioning function
Body guide pile.
To solve the above problems, the present invention provides a kind of floating body guide pile, comprising:
Connecting column；And
Buoyancy compartment, have work when with disconnected first cavity of seawater, one end of the buoyancy compartment and the connecting column
It is fixedly connected；
The displacement of the buoyancy compartment is not less than the gross mass of the floating body guide pile, and the floating body guide pile is in the seawater
When work, the inclination angle generated under external physical force effect is no more than 1 degree.
Optionally, when the floating body guide pile works in the seawater, the center of gravity of the floating body guide pile be located at sea level it
It is greater than 10 meters down and apart from sea level, the centre of buoyancy of the floating body guide pile is located in the buoyancy compartment, the floating body guide pile
Center of gravity is lower than centre of buoyancy, and the distance between centre of buoyancy and center of gravity are not less than 10 meters；The gross mass of the floating body guide pile is not less than 50 tons.
Optionally, the length of the floating body guide pile is not less than 50 meters.
Optionally, the material for being less than water filled with density in the first cavity of the buoyancy compartment and not absorbing water.
It optionally, further include deposit cabin, the deposit cabin defines the second cavity, and the deposit cabin is fixedly connected on described
Between buoyancy compartment and the connecting column；
When the floating body guide pile works in the seawater, it is described deposit cabin the second cavity can be connected to seawater or
It is not connected to.
It optionally, further include truss, the truss is fixedly connected between the buoyancy compartment and the connecting column, or fixed
It is connected between the ballast tank and the connecting column, or the connecting column at two sections and is fixedly connected on along axially spaced
Between two sections of connecting columns；When the floating body guide pile works in the seawater, the truss is located at the floating body guide pile edge and stretches
Position corresponding with ocean current on length direction, the length of the truss are not less than the depth of ocean current, and energy by ocean current is worn out of described truss
It crosses.
Optionally, the truss is made of more the first purlin columns along the connecting column axial elongation, and described more first
Purlin column is thinner than the connecting column, and one end of more first purlin columns is connect with the connecting column, the other end and the buoyancy compartment
It connects, there is gap between more first purlin columns.
Optionally, pass through more second purlin column connections between the column of adjacent first purlin.
Optionally, it is also arranged at intervals in the axial external surface of the connecting column, along the circumferential direction of the connecting column
Multiple first resistance pieces, for increasing seawater to the resistance of the connecting column, each of the multiple first resistance piece is along institute
The axial plane for stating connecting column extends outwardly and is fixedly connected with the connecting column.
Optionally, first resistance piece is plate-like, the axis of the plate face of first resistance piece perpendicular to the connecting column
Exterior surface.
Optionally, it is fixedly installed in the axial external surface of the connecting column, between two neighboring first resistance piece more
A second resistance piece, for increasing seawater to the resistance of the connecting column；
The multiple second resistance piece is arranged along the prolonging direction interval of the connecting column；
The axial external surface of each of the multiple second resistance piece and the connecting column is in the nonparallel angle of cut, described
Each of multiple second resistance pieces and first resistance piece are in the nonparallel angle of cut.
Optionally, second resistance piece is plate-like, the axis of the plate face of second resistance piece perpendicular to the connecting column
Exterior surface.
Optionally, first resistance piece is plate-like, and the plate face of second resistance piece is perpendicular to first resistance piece
Plate face.
Optionally, the connecting column is additionally provided with channel inside it, and the channel is used to load in the beneath galleries
Ballast:
When the floating body guide pile works in the seawater, sea is exposed in the one end in the channel, is communicated with the atmosphere；It is described
The other end in channel immerses in seawater, the channel is connected to seawater, the channel does not connect with the buoyancy compartment gas
It is logical.
Compared with prior art, technical solution of the present invention has the advantage that
The vertical Hai Ping itself having perpendicular to the upward buoyancy in sea level and floating body guide pile is generated using buoyancy compartment
The balance between gravity downwards can be in the side perpendicular to sea level when so that floating body guide pile being placed in ocean
To realizing balance, floating in ocean, under natural conditions effect, the inclined angle of floating body guide pile does not exceed 0.1 degree, so
It is able to achieve stable position effect.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of floating body guide pile in one embodiment of the invention；
Fig. 2 is the structural schematic diagram of floating body guide pile in another embodiment of the present invention；
Fig. 3 is the structural schematic diagram of floating body guide pile in yet another embodiment of the present invention；
Fig. 4 is the schematic perspective view of truss in floating body guide pile in another embodiment of the invention；
Fig. 5 is the structural schematic diagram of floating body guide pile in another embodiment of the invention；
Fig. 6 is in Fig. 5 along the diagrammatic cross-section in the direction A-A '.
Specific embodiment
To make the above purposes, features and advantages of the invention more obvious and understandable, with reference to the accompanying drawing to the present invention
Specific embodiment be described in detail.
An embodiment provides a kind of floating body guide piles, referring to Fig.1, floating body guide pile have top a and
Bottom end b, top a are located at the one end of buoyancy compartment 120 far from connecting column 110, and bottom end b is located at floating body guide pile relative to top a's
The other end；Buoyancy compartment 120 has the first cavity 121 not being connected to seawater when work.The displacement of the buoyancy compartment 120 is not small
In the gross mass of the floating body guide pile, displacement, that is, buoyancy compartment 120 of buoyancy compartment 120 is completely immersed in the water arranged in seawater
Quality, quality and displacement here indicates (1 ton=1000 kilograms) with tonnage, therefore, when floating body guide pile is located at
When in seawater, suffered buoyancy can offset gravity, therefore floating body guide pile can suspend in the seawater.The floating body guide pile
When working in the seawater, the inclination angle that generates is requiring stability requirement strictly no more than 1 degree under the external physical force effect
Application, can also by change pile parameter so that the floating body guide pile external physical force effect under generate incline
Oblique angle is not more than 0.1 degree.Here " floating body ", the object that refers to suspending in water to sink, but will not drift about；
" floating body " is different from " bleaching body ", and " bleaching body " refers to floating on the water surface, and the object that can be drifted about with external force.
In some embodiments, when floating body guide pile works in the seawater, there is centre of buoyancy M and center of gravity G, center of gravity G to be located at
Between centre of buoyancy M and bottom end b.When sea is acted on by wind-force, surface seawater movement will form stormy waves, even if the maximum feelings of wind-force
Under condition, the surface seawater depth that can be influenced is typically not more than 10 meters, therefore the center of gravity G of floating body guide pile will be lower than stormy waves
Depth, for example, the distance of center of gravity G to sea level S can be greater than 8 meters, it is possible to further be greater than 10 meters, certainly in practical behaviour
In work, can according to the actual situation stormy waves depth the case where determine the position of centre of gravity of floating body guide pile.It is of course also possible in pile body
After manufacture is good, selection is in distinguished and admirable depth compared with neritic zone application floating body guide pile as far as possible, for example to can choose seawater opposing stationary
Marine usage this floating body guide pile, so that floating body guide pile is not readily susceptible to the influence of seawater movement.
In order to realize that stabilization, the entire length of floating body guide pile are not less than 50 meters；The centre of buoyancy M of floating body guide pile is located at buoyancy
In cabin 120 and the distance between centre of buoyancy M and center of gravity G are not less than 10 meters；In order to further realize stabilization, floating body guide pile it is total
Quality is not less than 50 tons.In some embodiments, the displacement of buoyancy compartment 120 can be greater than 200t.
In some embodiments, in the case where no ballast, the quality of buoyancy compartment 120 accounts for the gross mass of floating body guide pile
No more than 1/2.The shape of buoyancy compartment 120 can be cube shaped, cuboid.The centre of buoyancy M of buoyancy compartment 120 will be as far as possible far from weight
The heart, and its displacement is big, and the two comprehensive conditions, the structure of buoyancy compartment 120 is preferably the cuboid that section is square
Structure, and the height of cuboid is greater than the width in section, i.e. the height of buoyancy compartment 120 should be appropriate larger.
Further, full light weight (density is less than water) can be filled in the first cavity 121 of buoyancy compartment 120 and is not absorbed water
Material, seawater or other substances can be avoided to enter the to avoid buoyancy compartment 120 when being corroded or external force is destroyed in this way
One cavity 121 guarantees the function of buoyancy compartment 120.The light weight and material not absorbed water its quality is for floating body guide pile
It can be ignored, as one embodiment, light weight and the material not absorbed water, for example can be polyvinyl chloride, foam etc.
Organic material.
A part of the prevailing quality of floating body guide pile mainly on connecting column 110, in the case where no ballast, connects
The quality of column 110 accounts for the gross mass of floating body guide pile not less than 1/3.In some embodiments, connecting column 110 is along its prolonging direction
Uniform quality, even intensity.When seawater works, state in a vertical shape, that is, exist floating body guide pile under gravity and buoyancy
When without stormy waves or without ocean current, floating body guide pile and sea level S are substantially vertical.In order to resist the external force of nature, floating body positioning
Stake must have enough quality that could stablize.If floating body guide pile is steel construction, i.e. buoyancy compartment 120 and connecting column 110 is not
Become rusty steel, and in order to realize stable position, in the case where the width of connecting column 110 is 3 meters, the length of floating body guide pile is greater than 50
Rice.Floating body guide pile is also possible to reinforced concrete structure, and the lateral dimension of floating body guide pile is (i.e. along connecting column width side at this time
To size) should be larger than steel construction.
In some embodiments, referring to Fig. 2, floating body guide pile can also include deposit cabin 150, be fixedly connected on buoyancy compartment
Between 120 and connecting column 110.Deposit cabin 150 defines second cavity 151, when floating body guide pile works in the seawater,
Deposit cabin 150 can be connected to seawater or not be connected to.When laying in tote in cabin 150, deposit cabin 150 can be served as
A part of connecting column can increase the quality of pile body.When floating body guide pile load increase, need to increase floating body guide pile can
When with the load capacity of receiving, the tote laid in cabin 150 can be discharged, the floating of floating body guide pile can be increased in this way
Power, to increase the load capacity of floating body guide pile, deposit cabin can serve as a part of buoyancy compartment in this way.Pass through setting in this way
Cabin 150 is laid in, the floating and sinking, the load capacity to control pile body of pile body can be flexibly controlled according to extraneous circumstance.Storage
Tote in standby cabin can be seawater.
In some embodiments, referring to Fig. 3, it is contemplated that the influence of ocean current, can buoyancy compartment 120 and connecting column 110 it
Between be arranged truss 160, truss 160 can be fixedly connected between buoyancy compartment 120 and connecting column 110, or be fixedly connected on ballast
Between cabin 130 and connecting column 110, or by connecting column 110 along it is axially spaced at two sections and be fixedly connected on two sections of connecting columns it
Between；When floating body guide pile works in the seawater, truss 160 is located at floating body guide pile position corresponding with ocean current along prolonging direction
It sets, the length of truss 160 is not less than the depth of ocean current, and energy by ocean current is passed through out of truss 160.That is, the length of truss 160
It, can be not less than the ocean current depth in specified sea area generally by specifying the ocean current depth in sea area to determine.Wherein the length of truss 160 is
Refer to its height when pile body works in the seawater, i.e., along the connecting column prolonging direction.However in view of practical ocean current depth with
And cost control, of length no more than 50 meters of truss 160.When being equipped with truss 160, in order to avoid ocean current is in the position of center of gravity G
It causes to impact, center of gravity G should also avoid truss 160, in some embodiments, it is assumed that truss 160 is located at buoyancy compartment 120 and connection
Between column 110, then center of gravity G can also be than big 10 meters of 160 length of truss or more at a distance from the S of sea level, such as it can be lower than
60 meters of sea level can be selected in ocean current depth compared with the neritic zone application present invention according to the actual situation certainly in actual operation
The floating body guide pile of embodiment, for example can choose the floating body positioning of the opposing stationary marine usage embodiment of the present invention of seawater
Stake, so that floating body guide pile is not readily susceptible to the influence of Current Movement and moves.
Referring to Fig. 4, truss 160 can be made of more vertical first purlin columns 161, have between more first purlin columns 161
The one end in gap, more first purlin columns 161 is fixedly connected with the connecting column；Without deposit cabin, more first purlins
The other end of column 161 is fixedly connected with the buoyancy compartment, in the case where having deposit cabin, the more first purlin columns 161
The other end is fixedly connected with the deposit cabin.By more second purlin column 162 connections to reinforce between adjacent first purlin column 161
The intensity of truss 160.Every lateral dimension in more first purlin columns 161, the second purlin column 162 is much smaller than connecting column, i.e.,
It is thin more than connecting column, when floating body guide pile works in the seawater, energy by ocean current from more first purlin columns 161, the second purlin column 162 it
Between gap pass through.The lateral dimension of whole truss 160, the i.e. size perpendicular to the prolonging direction of connecting column 110 can and connect
The lateral dimension of column 110 is identical.Since every first purlin column 161, the second purlin column 162 of truss 160 are thinner, in order to guarantee
Ocean current or stormy waves impact under will not break, every first purlin column 161, the second purlin column 162 intensity want sufficiently high.
Further, referring to shown in Fig. 5-6, multiple first resistance pieces 111 are also provided on connecting column 110, Fig. 6 gives
Go out in Fig. 5 along the diagrammatic cross-section in the direction A-A '.Multiple first resistance pieces 111 are for increasing resistance of the seawater to connecting column 110
Power, exactly, seawater is to its resistance when multiple first resistance pieces 111 are for increasing pile body inclination.Multiple first resistance pieces 111
Circumferentially-spaced distribution in the axial external surface of connecting column 110, along connecting column.Each edge in multiple first resistance pieces 111
The axial plane of connecting column 110 extends outwardly and is fixedly connected with connecting column 110.Connecting column 110 has axial line, connecting column
110 have the outer surface for being parallel to axial line and the outer surface perpendicular to axial line, and axial external surface refers to the company of being parallel to herein
Connect the outer surface of the axial line of column 110.The sagittal plane of connecting column 110 refers to the radial direction of the axial line perpendicular to connecting column 110
Plane, the axial plane of connecting column 110 refer to the plane of the axial line by connecting column 110.In some embodiments, the first resistance
Each of power part 111 can be plate, the axial external surface of the plate face of the first resistance piece 111 perpendicular to connecting column 110.One
In a little embodiments, multiple first resistance pieces 111 can be symmetric relative to the axial line of connecting column 110.
In the embodiment shown in fig. 4, each of first resistance piece 111 extends to another from one end of connecting column 110
End, it is identical as connection column length.Wherein, each point of the first resistance piece 111 can be located on same axial plane, can also position
In in axially different plane, i.e., the first resistance piece 111 can be planar, be also possible to curved, wherein preferably planar.
In some embodiments, it is equipped in the axial external surface of connecting column 110, between adjacent two first resistance piece 111
Multiple second resistance pieces 112, for increasing seawater to the resistance of connecting column, specifically, being to increase seawater to moving down on pile body
Resistance when dynamic.Multiple second resistance pieces 112 are arranged along the prolonging direction interval of connecting column 110, multiple second resistance pieces 112
Each of be fixedly connected with connecting column 110 and adjacent two first resistance piece 111, each of multiple second resistance pieces 112 with
The axial external surface of connecting column 110 is in the nonparallel angle of cut, each of multiple second resistance pieces 112 and the first resistance piece 111
In the nonparallel angle of cut.Second resistance piece can be plate-like, and the plate face of the second resistance piece 112 can be perpendicular to the axial direction of connecting column
Outer surface.If the first resistance piece 111 and the second resistance piece 112 are plate-like, the plate face of the second resistance piece is perpendicular to the first resistance
The plate face of part.
Wherein, each point of the second resistance piece 112 can be located on same sagittal plane, and it is flat can also to be located at different radial directions
On face, i.e., the second resistance piece 112 can be planar, be also possible to curved, wherein preferably planar.
The setting of first resistance piece 111 and the second resistance piece 112 can need to carry out according to the intensity of pile body.In some realities
It applies in example, the first resistance piece 111 can be set 4, and the circumferential direction along connecting column 110 is uniformly distributed, and every two adjacent
At interval of 4.75 meters of settings, one the second resistance piece 112 between first resistance piece 111, along 110 prolonging direction of connecting column.
It, can also be in connecting column 110 when such as preceding floating body guide pile has deposit cabin 150 and 160 structure of truss
The first resistance piece 111 of upper setting and the second resistance piece 112, this will not be detailed here.
As before, it can be steel construction that ocean positioning 100 is whole.In some other embodiment, ocean positioning 100 is whole
It can be reinforced concrete structure, it may be assumed that connecting column 110, buoyancy compartment 120 and ballast tank 130 are reinforced concrete structure, this
The technique of kind material is more mature and manufacture difficulty is lower, and pile body overall structure size can be bigger at this time, such as buoyancy
The total displacement in cabin 120 can be greater than 5000t (1t=1000Kg).
With continued reference to Fig. 5, in some embodiments, when floating body guide pile is reinforced concrete structure, since connecting column 110 is horizontal
It is larger to size, channel 140 can also be set, and channel 140 is located in connecting column 110 and extends along connecting column 110, through connection
Column 110 and buoyancy compartment 120, channel 140 is for loading ballast, when floating body guide pile works in the seawater, channel 140
One end on sea is connected to 140 ambient atmospheres, one end of the immersion seawater in channel 110 is connected to seawater, channel 140 and buoyancy
Cabin gas is not connected to.
Since the lateral dimension of the floating body guide pile of reinforced concrete structure can be relatively large, the size in channel 140
It can also be larger.For example the diameter in channel 140 can be 10m and be formed in connecting column 110 that the lower end in channel 140 is for filling out
Pressurising loading increases the quality of pile body, can serve as the effect of ballast tank, thus in the shorter situation of 110 length of connecting column,
It can guarantee the quality of entire floating body guide pile and keep the center of gravity G of floating body guide pile lower, increase centre of buoyancy away from (i.e. center of gravity G and floating
The distance between heart M) so that floating body guide pile is stable in the seawater.Ballast can be stone, the biggish object of iron block isodensity
Matter, it is contemplated that iron block is easy by seawater corrosion, and stone is preferable.
Bottom wall (not shown) can also be set on one end of the immersion seawater in channel 140, through-hole can be set on bottom wall, led to
Hole is for allowing channel 140 to be connected to seawater.
For the floating body guide pile of reinforced concrete structure, can complete to build by cast in situs across the sea.
The working principle of the floating body guide pile of the embodiment of the present invention is as follows, with continued reference to Fig. 1, when floating body guide pile is not by cross
Outward force (is parallel to the active force in the direction of sea level S, such as the power applied by wind or wave, the movement of ocean current is very
Slowly, can be ignored for the power that floating body guide pile applies is relative to wind-force) effect when, perpendicular to sea level S,
In original state；When being acted on by lateral external forces, lateral external forces will generate heeling moment, according to Ship Statics, floating body
The gravity of guide pile itself will generate righting moment；In addition, pile body is in underwater part also by hydraulic pressure (pressure of seawater)
Effect, hydraulic pressure will generate resistance torque.Righting moment and resistance torque can resist heeling moment, promote floating body guide pile
Return back to reset condition.
By taking the floating body guide pile of reinforced concrete structure as an example, lower surface analysis under the action of the wind, floating body guide pile by
Power situation.Referring to Fig.1, wind-force acts on into floating body guide pile the part for being exposed to sea level S or more, defines in wind-force effect
The heart is wind-force center P.
When only considering wind-force effect, it is assumed that floating body guide pile tilts 0.1 ° (angle), by wind-force, gravity and seawater
The active force of three aspect of pressure (seawater pressure for only considering centre of buoyancy to bottom part here), specific force analysis are as follows:
Defining distance of the wind-force center P apart from centre of buoyancy M is H1, distance of the center of gravity G apart from centre of buoyancy M is H2, hydraulic pressure be (seawater
Pressure) centre distance centre of buoyancy M distance be H3, definition wind-force is FP, buoyancy FM, gravity FG。
In some embodiments, buoyancy compartment 120, connecting column 110 are disposed as the cylinder that cross section is square, wherein floating
Power cabin 120 is that cross-sectional width is 40m, is highly 10m, and the cross-sectional width of connecting column 110 is 10 meters, and a height of 40 meters, floating body positions
The distance of stake bottom end b to top a is 50m, and gross mass may be configured as 8000t up to 6610t, the displacement of buoyancy compartment 120.
By calculating, when unloaded, floating body guide pile draft is about 44m, and buoyancy compartment 120 is exposed to sea level S or more
Height be about 6m, wind area B=240m2, height of the center of gravity G apart from bottom end b is about 29m, height of the centre of buoyancy M apart from bottom end b
Degree is about 42m, and the height of hydraulic pressure center to bottom end b is 14.7m；Then H1=5m, H2=13m, H3=27.3m.The above numerical value is
Approximation.
Assuming that under the action of the wind, 0.1 degree of floating body guide pile tilt angle, then force analysis is as follows:
The heeling moment T that wind-force generatespAbout are as follows:
Tp=FP·BC·H1
The righting moment T that gravity generatesGAbout are as follows:
TG=FG·H2·Sin0.1°
The torque that hydraulic pressure generates is defined as TW, as a simplification example, the resistance torque T of waterWFollowing formula can be used
It calculates:
TW=ρ VTH3
Wherein ρ is density of sea water, and V is the volume for the water pushed open when entire pile body tilts (it is contemplated herein that centre of buoyancy M is extremely in pile body
The volume for the water that the part bottom end b arranges), H3For the distance of hydraulic pressure center to centre of buoyancy M, T is hydraulic pressure coefficient (when the floating body of 50 meters of depths
When guide pile is fully immersed in seawater, suffered average water pressure is equivalent to 2.5 atmospheric pressure, i.e. hydraulic pressure coefficient is 2.5.Here
Take T=2).
When only considering gravity, when floating body guide pile tilts 0.1 degree, it should at least meet Tp=TG, it may be assumed that
FP·BC·H1=FG·H2Sin0.1 ° (formula one)
Wherein B is wind area, and C is coefficient of streamline shape (C=0.5).
In formula one, C can be saved in order to increase safety coefficient.
Above-mentioned parameter is substituted into formula one, then obtains FP≈0.25t/m2。
When only considering hydraulic pressure, when floating body guide pile tilts 0.1 degree, it should at least meet Tp=TW,
FP·BC·H1=ρ VTH3(formula two)
Each parameter is substituted into above-mentioned formula two, then obtains Fp=1.5t/m2。
When comprehensively considering gravity and hydraulic pressure, in the present embodiment, if floating body guide pile tilts 0.1 degree, the wind-force needed
At least FP=1.75t/m2.Inclined angle is bigger, then the wind-force needed is bigger.
Under normal circumstances, the wind-force maximum on sea is only capable of reaching 1t/m2, because people will be by when every square metre of arrival 1t
It blows to and goes in the air, the wind pressure greater than every square metre of 1t is seldom.When pile body is used as buoy, since it is for steady
Qualitative requirement is not strict (such as 1 degree of inclination also has no relations, as long as not being displaced), and above-mentioned pile body completely may be used
To meet the requirements；When the stability requirement to pile body is stringenter, such as drilling platform, man-made island etc.
It, then can be by increasing ballast into connecting column or increasing pile body length to increase the centre of buoyancy of pile body away from Huo Zhetong when positioning
It crosses and adds the first, second flaps to increase in a manner of seawater resistance etc., to reinforce the stability of pile body.
In other embodiments, the gross mass of floating body guide pile can be that other values then should but if being bar construction
5000t should be not less than if it is reinforced concrete structure not less than 50t；If necessary to increase the load of floating body guide pile
Amount and stability, then can by increase the total length of floating body guide pile, centre of buoyancy away from and increase its gross mass and buoyancy compartment
Displacement is realized.For the floating body guide pile of steel construction, calculation method is similar, since the size of steel production is not too large,
For its floating body guide pile with reinforced concrete structure in some differences of pile body, the connecting column of the floating body guide pile of steel construction may ratio
It is relatively thin, in order to increase the total quality of floating body guide pile, the connecting column of the steel construction be made to it is long, such as can be with
It is 350 meters, to increase quality, lower the center of gravity to improve stability.Floating body positioning pile material described above is steel or reinforcing bar
Concrete can also be other materials, underline herein, should not cause to limit to the present invention in other embodiments.
Floating body guide pile in the present embodiment can be used for beacon, buoy, drilling platforms, exploration, dredger, marine ship code
The positioning and fixing of the marine structures such as head, the harbor, man-made island construction, the quantity of floating body guide pile can also be according to actual needs
It is configured.But it is not limited only to above-mentioned application.
To sum up, the inline pass of the floating body guide pile in the present embodiment is subject in ocean using pile body buoyancy and gravity
System, realizes the effect and purpose of positioning and fixing of the pile body in ocean, and floating body guide pile can be realized without locking bolt and fix not
Drift or only fine motion；Easy to use for anchoring system compared with the existing technology, overall structure size is smaller, avoids
Interference between different floating body guide piles, and due to not needing to be anchored with sea bed, to sea bed fanout free region.
Although present disclosure is as above, present invention is not limited to this.Anyone skilled in the art are not departing from this
It in the spirit and scope of invention, can make various changes or modifications, therefore protection scope of the present invention should be with claim institute
Subject to the range of restriction.
Claims (13)
1. a kind of floating body guide pile characterized by comprising
Connecting column；
Buoyancy compartment, with disconnected first cavity of seawater when with work, one end of the buoyancy compartment and the connecting column is fixed
Connection；
And deposit cabin, the deposit cabin are fixedly connected between the buoyancy compartment and the connecting column, the deposit cabin limits
Second cavity, the length and the release tote for adjusting the connecting column suitable for loading tote are to improve buoyancy；
The connecting column is additionally provided with channel inside it, and the channel is used to load ballast in the beneath galleries: working as institute
When stating floating body guide pile and working in the seawater, sea is exposed in the one end in the channel, is communicated with the atmosphere；The other end in the channel
It immerses in seawater, the channel is connected to seawater, the channel is not connected to the buoyancy compartment gas.
The displacement of the buoyancy compartment is not less than the gross mass of the floating body guide pile, and the floating body guide pile works in the seawater
When, the inclination angle generated under external physical force effect is no more than 1 degree.
2. floating body guide pile as described in claim 1, which is characterized in that when the floating body guide pile works in the seawater, institute
The center of gravity for stating floating body guide pile is located under sea level and is greater than 10 meters apart from sea level, and the centre of buoyancy of the floating body guide pile is located at
In the buoyancy compartment, the center of gravity of the floating body guide pile is lower than centre of buoyancy, and the distance between centre of buoyancy and center of gravity are not less than 10 meters；It is described
The gross mass of floating body guide pile is not less than 50 tons.
3. floating body guide pile as described in claim 1, which is characterized in that the length of the floating body guide pile is not less than 50 meters.
4. floating body guide pile as described in claim 1, which is characterized in that be filled with density in the first cavity of the buoyancy compartment
The material not absorbed water less than water and.
5. floating body guide pile as described in claim 1, which is characterized in that when the floating body guide pile works in the seawater,
Second cavity in the deposit cabin can be connected to seawater or not be connected to.
6. floating body guide pile as claimed in claim 1 or 5, which is characterized in that further include truss, the truss is fixedly connected on
It between the reserving chamber and the connecting column, or is fixedly connected between the ballast tank and the connecting column, or by the company
Column is connect at two sections and to be fixedly connected between two sections of connecting columns along axially spaced；When the floating body guide pile works in the seawater
When, it is not small that the truss is located at the floating body guide pile position corresponding with ocean current, length of the truss along prolonging direction
In the depth of ocean current, energy by ocean current is passed through out of described truss.
7. floating body guide pile as claimed in claim 6, which is characterized in that the truss is axially stretched by more along the connecting column
Long first purlin column composition, more first purlin columns are thinner than the connecting column, one end of the more first purlin columns with it is described
Connecting column connection, the other end are connect with the reserving chamber, have gap between more first purlin columns.
8. floating body guide pile as claimed in claim 7, which is characterized in that pass through more second purlin columns between the column of adjacent first purlin
Connection.
9. floating body guide pile as described in claim 1, which is characterized in that in the axial external surface of the connecting column, along institute
The circumferential direction for stating connecting column is also arranged at intervals with multiple first resistance pieces, for increasing seawater to the resistance of the connecting column,
Each of the multiple first resistance piece, which extends outwardly along the axial plane of the connecting column and fixes with the connecting column, to be connected
It connects.
10. floating body guide pile as claimed in claim 9, which is characterized in that first resistance piece is plate-like, first resistance
Axial external surface of the plate face of power part perpendicular to the connecting column.
11. floating body guide pile as claimed in claim 9, which is characterized in that in the axial external surface of the connecting column, adjacent
Multiple second resistance pieces are fixedly installed between two the first resistance pieces, for increasing seawater to the resistance of the connecting column；
The multiple second resistance piece is arranged along the prolonging direction interval of the connecting column；
The axial external surface of each of the multiple second resistance piece and the connecting column is in the nonparallel angle of cut, the multiple
Each of second resistance piece and first resistance piece are in the nonparallel angle of cut.
12. floating body guide pile as claimed in claim 11, which is characterized in that second resistance piece is plate-like, and described second
Axial external surface of the plate face of resistance piece perpendicular to the connecting column.
13. floating body guide pile as claimed in claim 12, which is characterized in that first resistance piece is plate-like, and described second
Plate face of the plate face of resistance piece perpendicular to first resistance piece.
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| CN201410250550.9A CN105216971B (en) | 2014-06-06 | 2014-06-06 | Floating body guide pile |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410250550.9A CN105216971B (en) | 2014-06-06 | 2014-06-06 | Floating body guide pile |
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| CN105216971B true CN105216971B (en) | 2018-12-21 |
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| CN107878699A (en) * | 2017-11-30 | 2018-04-06 | 惠生（南通）重工有限公司 | A kind of Floating LNG production vessel |
| CN108482582A (en) * | 2018-06-13 | 2018-09-04 | 福州大学 | Using the buoy and its making construction method of ultra-high performance concrete |
| CN109211840B (en) * | 2018-08-22 | 2023-12-26 | 苏州赛德福科学仪器有限公司 | Drift tube mechanism of evaporative light scattering detector |
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| CN103912245A (en) * | 2012-08-07 | 2014-07-09 | 中国海洋石油总公司 | Deepwater drilling production vertical oil storage platform and operating method thereof |
| CN203921138U (en) * | 2014-06-06 | 2014-11-05 | 上海海郑海洋建设工程技术有限公司 | Buoyancy aid work pile |
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| US4606673A (en) * | 1984-12-11 | 1986-08-19 | Fluor Corporation | Spar buoy construction having production and oil storage facilities and method of operation |
| CN2772954Y (en) * | 2004-12-31 | 2006-04-19 | 长江航道规划设计研究院 | Plastic float with light materials inside |
| TWM289015U (en) * | 2005-09-15 | 2006-03-21 | Hannspree Inc | Floating anti-roll device |
| GB2454409B (en) * | 2006-07-27 | 2011-07-20 | Single Buoy Moorings | Deep water hydrocarbon transfer system |
| CN101219704A (en) * | 2008-01-17 | 2008-07-16 | 秦皇岛耀华玻璃钢股份公司 | Double-T shaped high elasticity composite float |
| CN101475048B (en) * | 2009-01-13 | 2011-08-10 | 中国海洋大学 | Novel sea deep water buoy platform |
| CN201424117Y (en) * | 2009-03-10 | 2010-03-17 | 中山市探海仪器有限公司 | Novel floating body |
| CN201419791Y (en) * | 2009-04-23 | 2010-03-10 | 中山市探海仪器有限公司 | Novel landmark floating body in fishery industry |
| CN201580542U (en) * | 2009-12-02 | 2010-09-15 | 中国海洋大学 | Single-pole platform of triangular truss |
| CN201580543U (en) * | 2009-12-02 | 2010-09-15 | 中国海洋大学 | Pipe bundle type stand column platform |
| CN103253353B (en) * | 2013-02-27 | 2016-02-03 | 武汉理工大学 | Lifting weight balance formula water float bowl mooring positioning device |
| CN203419250U (en) * | 2013-07-22 | 2014-02-05 | 中船重工建筑工程设计研究院有限责任公司 | Novel semi-submersible type floating offshore wind power platform |
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| CN103912245A (en) * | 2012-08-07 | 2014-07-09 | 中国海洋石油总公司 | Deepwater drilling production vertical oil storage platform and operating method thereof |
| CN203921138U (en) * | 2014-06-06 | 2014-11-05 | 上海海郑海洋建设工程技术有限公司 | Buoyancy aid work pile |
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