CN207060338U - A kind of Power Vessel for operation at sea platform auxiliary positioning - Google Patents
A kind of Power Vessel for operation at sea platform auxiliary positioning Download PDFInfo
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- CN207060338U CN207060338U CN201621495186.3U CN201621495186U CN207060338U CN 207060338 U CN207060338 U CN 207060338U CN 201621495186 U CN201621495186 U CN 201621495186U CN 207060338 U CN207060338 U CN 207060338U
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Abstract
A kind of Power Vessel for operation at sea platform auxiliary positioning is the utility model is related to, including：Hull；And multiple point of adjustment on the ship side of hull side, and multiple cable wires or pull rope, it is connected between multiple point of adjustment and operation at sea platform.Wherein point of adjustment includes fixed column, hook, capstan winch, roll, jack, bottle gouard moved by hands or electric block.Wherein the length of Power Vessel is more than the width of operation at sea platform.
Description
Technical field
It the utility model is related to technical field of construction, particularly a kind of power for operation at sea platform auxiliary positioning
Ship.
Background technology
Photovoltaic waterborne refers to build the photovoltaic generation application of photovoltaic plant using the idle water surface.Photovoltaic plant tool waterborne
It is not take up land land resource, reduces Water Evaporation, many advantages, such as avoiding algal grown, there is vast potential for future development.
The construction of photovoltaic plant waterborne needs to lay a fairly large number of stake into water.However, existing stake distribution method waterborne is due to fixed
Position is difficult and speed of application is very slow, it is difficult to meets the actual demand of photovoltaic plant construction waterborne.
Utility model content
For problems of the prior art, according to one side of the present utility model, propose that one kind is used for work waterborne
The Power Vessel of industry platform auxiliary positioning, including：Hull；And multiple point of adjustment on the ship side of hull side.
Power Vessel as described above, wherein point of adjustment include fixed column, hook, capstan winch, roll, jack, bottle gouard moved by hands
Or electric block.
The length of Power Vessel as described above, wherein Power Vessel is more than the width of operation at sea platform.
Power Vessel as described above, plurality of point of adjustment include the first point of adjustment, the second point of adjustment and the 3rd point of adjustment,
Wherein, the first point of adjustment is located at the fore direction of the first Power Vessel, and position is on the water outside job platform width；Second point of adjustment
Positioned at the midship of the second Power Vessel, position is on the water within job platform width；3rd point of adjustment is located at the 3rd Power Vessel
Stern direction, position is on the water outside job platform width.
Power Vessel as described above, further comprise one or more guide piles or positioning anchor.
Power Vessel as described above, further comprise one or more first crane gears, its be connected respectively to one or
Multiple guide piles or positioning anchor.
Power Vessel as described above, further comprise fixed column or hook positioned at fore direction, position is made on the water
Outside industry berm width；Wherein described fixed column, which is either linked up with, to be connected to operation at sea platform by wirerope or pull rope
Second crane gear.
Power Vessel as described above, further comprise the 3rd crane gear, it can be connected to by wirerope or pull rope
The towing point of operation at sea platform.
Power Vessel as described above, further comprise the fixed pulley positioned at fore direction, job platform is wide on the water for position
Outside degree；Wherein the 3rd crane gear can be by being connected to leading for operation at sea platform by the wirerope or pull rope of fixed pulley
Draw a little.
Power Vessel as described above, wherein the first crane gear, the second crane gear or the 3rd crane gear include volume
Raise machine or winch.
Brief description of the drawings
Below, preferred embodiment of the present utility model will be described in more detail with reference to accompanying drawing, wherein：
Fig. 1 is the structural representation according to the float type stake job platform waterborne of one embodiment of the present utility model；
Fig. 2 is the schematic diagram according to the first end platform section of one embodiment of the present utility model；
Fig. 3 is the schematic diagram according to the halfpace section of one embodiment of the present utility model；
Fig. 4 is the schematic diagram according to the second end platform section of one embodiment of the present utility model；
Fig. 5 is the schematic diagram according to some platform section of one embodiment of the present utility model；
Fig. 6 is the schematic diagram according to the elemental floating body of one embodiment of the present utility model；
Fig. 7 is according to another schematic diagram of the elemental floating body of one embodiment of the present utility model；
Fig. 8 is the explosive view according to the elemental floating body of one embodiment of the present utility model；
Fig. 9 is the schematic diagram according to elemental floating body of the one embodiment of the present utility model with guide pile support；
Figure 10 is the schematic diagram that elemental floating body according to an embodiment of the invention is connected with each other；
Figure 11 is the schematic top plan view being connected with each other according to the elemental floating body of embodiment of the present utility model；
Figure 12 is the schematic diagram according to the Power Vessel of one embodiment of the present utility model；
Figure 13 is the Power Vessel and job platform connection diagram according to one embodiment of the present utility model；And
Figure 14 is the flow chart according to the operation at sea platform localization method of one embodiment of the present utility model；
Figure 15-Figure 19 is according to each step Power Vessel of operation at sea platform localization method of Figure 14 embodiment and operation
The position view of platform；
Figure 20 is the flow chart according to the method for laying multiple of one embodiment of the present utility model；And
Figure 21 is the flow chart according to the method for laying multiple of another embodiment of the present utility model.
Embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Accompanying drawing in type embodiment, the technical scheme in the embodiment of the utility model is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model part of the embodiment, rather than whole embodiments.Based on the implementation in the utility model
Example, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, is belonged to
The scope of the utility model protection.
In the following detailed description, it may refer to as a part of specific embodiment for being used for illustrating the application of the application
Each Figure of description.In the accompanying drawings, similar reference describes substantially similar component in different drawings.This Shen
Each specific embodiment please has carried out description detailed enough following so that possesses the general of ability domain-dependent knowledge and technology
Logical technical staff can implement the technical scheme of the application.It should be appreciated that other embodiments can also be utilized or to the application
Embodiment carry out structure, logic or electrical change.
Building photovoltaic plant waterborne needs to arrange many stakes, for supporting solar panel.Existing stake cloth waterborne
If speed of application is about daily 30-50 piles.Such speed can not meet the needs of photovoltaic plant construction waterborne at all.Beat
Stake speed be difficult to improve one is main reason is that the positioning of job platform is extremely difficult.The utility model proposes a kind of water
Upper job platform, and the Power Vessel coordinated with operation at sea platform is proposed, solve this problem.Using of the present utility model
Job platform and Power Vessel, the method that can greatly improve the speed of marine piling, highest speed of application can reach daily
1200 piles.
The float type relevant with one embodiment of the present utility model stake job platform waterborne is introduced first.This area
It will be appreciated by the skilled person that other similar job platforms can also be applied to the utility model.Also, the utility model
Also photovoltaic art is not only applicable to certainly.Any need can be applied in the case of being positioned on the water to job platform
Method of the present utility model.
Fig. 1 is the structural representation according to the marine piling job platform of one embodiment of the present utility model.Such as Fig. 1 institutes
Show, marine piling job platform 100 includes multiple platform sections (such as first end platform section 110 and second end platform section
130).According to the width of photovoltaic plant waterborne, marine piling job platform 100 can not include or including in one or more
Between platform section 120.
According to an example of the present utility model, platform section (being not limited to end's platform section or halfpace section) includes more
Individual spaced elemental floating body, wherein the interval between adjacent elemental floating body is more than the width of stake；And working face, its position
In on multiple elemental floating bodies；Wherein one or more piling machine be suitable to stake on working face between adjacent elemental floating body or
The one or both sides of the multiple elemental floating bodies of person are laid in water.It will be appreciated by those skilled in the art that first end platform section,
The elemental floating body quantity that two end's platform sections and halfpace section include does not have any restrictions.
According to one embodiment of the present utility model, elemental floating body includes floating body or buoyancy tank.The upper surface of floating body or buoyancy tank
By overlapping backing plate so that piling machine passes through the space between floating body or buoyancy tank.The upper surface and backing plate of floating body or buoyancy tank are jointly fixed
The working face of justice the utility model piling platform.According to another embodiment of the present utility model, track is laid immediately on
The upper surface of floating body or buoyancy tank.The upper surface and track of floating body or buoyancy tank jointly define the utility model piling platform
Working face.
The signified floating body of the utility model or buoyancy tank can be any object that can provide buoyancy.Floating body or buoyancy tank
Example can be metal box, container, counter or waste and old container or counter, ship, foam floating block, keg float, pontoon bridge
Module, landing stage unit etc..The signified piling machine of the utility model for it is any can hammering, hitting, rotating, the lower side such as bore
Stake is laid in the immovable plant equipment of removable the latter at the bottom by formula.
Following embodiment is the utility model particularly preferred embodiment.
Fig. 2 is the schematic diagram according to the first end platform section of one embodiment of the present utility model.As shown in Fig. 2 the
One end's platform section includes multiple elemental floating body 101-107 and track 10.Track 10 is arranged on multiple elemental floating body 101-107
On.Elemental floating body 101-107 upper surface and track 10 define the working face of piling machine.Multiple elemental floating body 101-107 phases
Mutually interval, and the width being spaced between elemental floating body 101-107 is more than the width of stake.Further, multiple elemental floating bodies
101-107 includes an end elemental floating body 101.
According to one embodiment of the present utility model, in the embodiment coordinated with Power Vessel, on end elemental floating body 101
It is provided with the adjustment point 108 of multiple such as fixed columns, capstan winch, roll, jack, bottle gouard moved by hands or electric block.Power Vessel leads to
Cross cable wire or pull rope with set on end elemental floating body 101 multiple such as fixed columns, capstan winch, roll, jack, manually
The adjustment point 108 of cucurbit or electric block is connected.Under the cooperation of Power Vessel, it can be adjusted using multiple adjustment points 108 waterborne
The position of piling platform.Further, according to one embodiment of the present utility model, traction is included on end elemental floating body 101
Point 110.One example of towing point 110 is hook.Include the crane gear of such as hoist engine or winch on Power Vessel, it passes through
Cable wire or pull rope are connected with towing point 110.According to another embodiment of the present utility model, towing point 110 is included for example
The crane gear of hoist engine or winch, by wirerope, either pull rope is connected to such as hook or fixed column on Power Vessel for it
Tie point.According to one embodiment of the present utility model, in the case of self-powered, one in elemental floating body 101-107
Or it is multiple on propeller 109 is installed.
According to one embodiment of the present utility model, (an example in the elemental floating body 101-107 of first end platform section
As being provided with guide pile support 111 and 112 on 105).Guide pile support defines a stake installation outside elemental floating body region
Position or the stake installation site through elemental floating body.
Fig. 3 is the schematic diagram according to the halfpace section of one embodiment of the present utility model.It is as shown in figure 3, middle flat
Platform section includes multiple elemental floating body 201-205 and track 20.Track 20 is arranged on multiple elemental floating body 201-205.Floating body
Unit 201-205 upper surface and track 20 define the working face of piling machine.Multiple elemental floating body 201-205 are spaced,
And the width being spaced between elemental floating body 201-205 is more than the width of stake.According to one embodiment of the present utility model, floating body
Guide pile support 211 and 212 is provided with one (such as 203) in unit 201-205.Guide pile support, which defines one, to be run through
The stake installation site of elemental floating body or the stake installation site outside elemental floating body region.According to a reality of the present utility model
Example is applied, in the case of self-powered, propeller 209 is installed on one or more of elemental floating body 201-205.
Fig. 4 is the schematic diagram according to the second end platform section of one embodiment of the present utility model.As shown in figure 4, the
Two end's platform sections include multiple elemental floating body 301-307 and track 30.Track 30 is arranged on multiple elemental floating body 301-307
On.Elemental floating body 301-307 upper surface and track 30 define the working face of piling machine.Multiple elemental floating body 301-307 phases
Mutually interval, and the width being spaced between elemental floating body 301-307 is more than the width of stake.Further, multiple elemental floating bodies
301-307 includes an end elemental floating body 307.
According to one embodiment of the present utility model, in the embodiment coordinated with Power Vessel, on end elemental floating body 307
It is provided with the adjustment point 308 of such as fixed column, capstan winch, roll, jack, bottle gouard moved by hands or electric block.It is new according to this practicality
One embodiment of type, Power Vessel by cable wire or pull rope with set on end elemental floating body 307 such as fixed column, twist
Disk, roll, jack, the adjustment point 308 of bottle gouard moved by hands or electric block are connected.Further, according to of the present utility model one
Individual embodiment, include towing point 310 on end elemental floating body 307.One example of towing point 310 is hook.Wrapped on Power Vessel
The crane gear of such as hoist engine or winch is included, it is connected by cable wire or pull rope with towing point 310.It is new according to this practicality
Another embodiment of type, towing point 310 include the crane gear of such as hoist engine or winch, and it passes through wirerope or pull rope
Such as hook or the tie point of fixed column are connected on Power Vessel.According to one embodiment of the present utility model, driving certainly
In the case of power, propeller 309 is installed on one or more of elemental floating body 301-307.
According to one embodiment of the present utility model, (an example in the elemental floating body 301-307 of second end platform section
As being provided with guide pile support 311 and 312 on 303).Guide pile support defines a stake installation outside elemental floating body region
Position or the stake installation site through elemental floating body.
Fig. 5 is the schematic diagram according to some platform section of one embodiment of the present utility model.It is big in Fig. 5 embodiments
Members are identical with Fig. 2-Fig. 4, repeat no more here.As shown in figure 5, marine piling job platform of the present utility model includes
Such as shaped steel, angle steel, the reinforcing band 501 of steel band or reinforcing bar.According to another embodiment of the present utility model, band 501 is reinforced
Including discontinuous multiple sections, each section connects two adjacent elemental floating bodies.Reinforcing band 501 is metal or other have just
The material of property.Reinforce band 501 and connect multiple elemental floating bodies make it that the connection between elemental floating body is more firm.According to this reality
With new one embodiment, the outside that band 501 is arranged on multiple elemental floating bodies is reinforced, and from the outside by multiple elemental floating bodies
Link together, without taking the area of working face.
Fig. 6 is the schematic diagram according to the elemental floating body of one embodiment of the present utility model.Fig. 7 is according to the utility model
The elemental floating body of one embodiment another schematic diagram.Fig. 8 is the elemental floating body according to one embodiment of the present utility model
Explosive view.Fig. 9 is the schematic diagram according to elemental floating body of the one embodiment of the present utility model with guide pile support.
As seen in figs. 6 and 8, elemental floating body 600 includes the truss 602 on floating body (or buoyancy tank) 601, floating body 601；And one
Group link, it includes the first link 604 and the second link 605.
Floating body 601 provides buoyancy for elemental floating body.The example of truss 602 is the support of steel construction.Truss 602 is most important
Effect is to improve the height of working face.It will be appreciated by those skilled in the art that what sub-truss was not required.It is new according to this practicality
One preferred embodiment of type, in order to reduce production cost, a kind of desirable way of comparison is by floating body or buoyancy tank standard
Change.But floating body or a shortcoming of buoyancy tank standardization are that adaptability is not good enough sometimes.In some waters, horizontal plane
Height change may also be larger；And the height that stake is exposed the surface after driving piles according to demand may also be different.Directly with standardization
When the upper surface of floating body or buoyancy tank is as working face, in fact it could happen that working face exposes the surface the situation of height less than stake after piling,
And it can not complete to drive piles.Truss can be conveniently disposed on the upper surface of floating body or buoyancy tank and improve the height of working face,
So as to solve this problem.Meanwhile truss also helps the size for reducing floating body or buoyancy tank, it is easy to reduce cost of transportation.
The effect of one group of link is the adjacent elemental floating body of stationary phase.In the embodiment illustrated in fig. 6, elemental floating body
Between fixation employ two links 604 and 605.Certainly reinforce band and track also can act as fixed adjacent floating body list
The effect of member.The example of link includes metal truss or angle bar frame etc..
According to one embodiment of the present utility model, the first link 604 and the second link 605 can be arranged directly on
On truss 602.According to another embodiment of the present utility model, cover plate 603, link 604 and 605 have been laid on truss 602
It is arranged on cover plate 603.It will be appreciated by those skilled in the art that cover plate 603 is optional, it is to increase structural strength simultaneously that it, which is acted on,
And operating personnel are facilitated to construct.It is connected to each other between the link of different elemental floating bodies for fixing adjacent elemental floating body.Tool
For body, the both ends of the first link 604 include interconnection interface 6041 and 6042, and the both ends of the second link 605 include interconnection
Interface 6051 and 6052.The interface of the link of each elemental floating body is connected with each other and fixed, such as solid by screw, rivet etc.
Determine or weld together.Interconnection interface can be the part for passing through for screw or rivet or for being welded to each other.According to this reality
With new one embodiment, as illustrated, the first and second links 604 are different with 605 height.First link 604
Height it is higher, be advantageous to increase interconnection interface contact area, there is provided more firm connection.The height of second link 605
Spend relatively low, be advantageous to piling machine and sling from material ship stake from the side of the second link 605.
Figure 7 illustrates the upper rail of cover plate 603 701.It will be appreciated by those skilled in the art that laying track can cause
The weight of piling machine is more uniformly spread on elemental floating body.According to one embodiment of the present utility model, track can also
It is laid immediately on sub-truss.According to one embodiment of the present utility model, allow in the bonding strength of adjacent elemental floating body
In the case of, track can not be laid, and by cover plate 603 directly as working face.
The reinforcing band 606 between elemental floating body is further illustrated in Fig. 8.According to one embodiment of the present utility model,
Band 606 is reinforced to be arranged in the side wall of the side of 601 second link of floating body 605.Such setting can be not take up working face
Area.Further, the space between the side wall of the adjacent side of the first link of floating body 604 is open and accessible.When
When stake job platform moves integrally, the stake for having laid completion can be from opening between the side elemental floating body of the first link 604
Removed in emptying gap, so as to not interfere with the movement of job platform.
Fig. 9 shows guide pile support 901 and 902.As shown in figure 9, guide pile support 901 and 902 respectively with link
604 and 605 are connected with each other, and further pass through cover plate 603 and are connected with each other with truss 602, more firm whole so as to be formed
Body structure.Further, guide pile support 901 and 902 respectively defines an installation site.This installation site can be floating
On body unit and through elemental floating body or outside elemental floating body.Guide pile support 901 and 902 stake installation site by stake cloth
If after entering underwater fixation, the stake further can be interfixed with guide pile support 901 and 902 (such as by screw or riveting
Nail), so as to realize that the position of job platform is fixed.
Figure 10 is the schematic diagram being connected with each other according to the elemental floating body of embodiment of the present utility model.As shown in Figure 10, float
Body unit 1001 and 1002 is two adjacent elemental floating bodies, and the two respective floating body 1003 and 1004 is close but is spaced
Open, the high link 1005 and 1006 of the two is connected with each other and interfixed, and the low link 1007 and 1008 of the two is also each other
It is connected and interfixes.It will be appreciated by those skilled in the art that multiple elemental floating bodies can interfix in the same way, from
And the platform section of job platform of the present utility model is formed, and then form marine piling job platform.
Figure 11 is the schematic top plan view being connected with each other according to the elemental floating body of embodiment of the present utility model.Figure 11 is shown
More connected between elemental floating body.Similar with Figure 10, elemental floating body 1101 and 1102 is two adjacent elemental floating bodies.The two
High link 1103 and 1104 be connected with each other and interfix, the low link 1105 and 1106 of the two is also connected with each other and phase
It is mutually fixed.Further, track 1110 is laid between elemental floating body 1101 and 1102, also further incites somebody to action the two securely
Link together.According to one embodiment of the present utility model, the gap of track side between elemental floating body 1101 and 1102
A locating rack or plate 1120 are provided with, hole 1130 is provided with stake locating rack or plate 1120, with the position of guide pile.It is optional
Ground, the gap of track opposite side is provided with a locating rack or plate 1121 between elemental floating body 1101 and 1102, in stake locating rack
Or hole 1131 is provided with plate 1121, with the position of guide pile.Alternatively, can be with the outside of elemental floating body 1101 and 1102
One or more stake locating racks or plate 1122-1124 are set, there is hole 1132-1134 respectively thereon.Those skilled in the art should
Work as understanding, in the case where setting multiple locating racks or plate, using piling platform of the present utility model, can once complete two rows
Or the piling work of more multirow, it can further improve the efficiency of piling.According to another embodiment of the present utility model, supply
The hole 1140 that stake passes through can be located on track.According to one embodiment of the present utility model, reinforcing band is shown in Figure 11
1150, it is located at another outside of elemental floating body and is fastened to each other elemental floating body.
Figure 12 is the schematic diagram according to the Power Vessel of one embodiment of the present utility model.As shown in figure 12, Power Vessel
1200 include hull 1201.One or more guide piles or positioning anchor 1211-1214 are set on hull 1201.Each guide pile or
Anchor is connected to the crane gear 1221-1224 of such as a hoist engine or winch.One or more crane gear 1221-1224 can
So that one or more guide piles or anchor 1211-1214 are lifted or put down respectively.As one or more guide piles or anchor 1211-
After 1214 put down, the position of Power Vessel is fixed.After one or more guide piles or anchor 1211-1214 lift, Power Vessel can
With free traveling.
As illustrated, Power Vessel comprises additionally in the crane gear 1204 of such as a hoist engine or winch, it passes through cable wire
Or pull rope 1205 is connected on the fixed pulley 1206 in the direction of fore 1203, and it is further advanced by fixed pulley 1206 and is connected to water
On the towing point of upper piling work platform.Crane gear 1204 can draw or pull job platform by 1205 connections and move
Position.According to another embodiment of the present utility model, the fore side of Power Vessel sets up the tie point of fixed column or hook；
And the towing point of marine piling job platform includes crane gear, it is connected to the company on Power Vessel by wirerope or pull rope
Contact.Similarly, the crane gear can draw or pull job platform shift position.
As illustrated, multiple fixed columns, capstan winch, roll, jack, bottle gouard moved by hands or electric block are set on ship side 1202
Point of adjustment.These point of adjustment are connected respectively to one or more adjustment points on job platform.Multiple capstan winches are connected to
The position of job platform is finely tuned to be accurately positioned job platform.According to one embodiment of the present utility model, set on ship side 1202
Three point of adjustment 1207-1209 are put, a point of adjustment 1207 is located at midship close to fore direction, a point of adjustment 1208,
And another point of adjustment 1209 is close to stern direction.
Figure 13 is the Power Vessel and job platform connection diagram according to one embodiment of the present utility model.Such as Figure 13 institutes
Show, job platform 1300 each side has a Power Vessel 1301 and 1321, and the two is connected in an identical manner to work
Industry platform.Specifically, the crane gear 1302 of Power Vessel 1301 is connected to job platform by cable wire or pull rope 1306
On the towing point 1311 of 1300 end segment elemental floating body；Or the crane gear that the towing point 1311 on job platform includes leads to
Cross cable wire or pull rope is connected to tie point on Power Vessel.And three point of adjustment 1303-1305 difference of Power Vessel 1301
By cable wire or pull rope 1307-1309 be connected to the end segment elemental floating body of job platform 1300 for example fixed column, capstan winch,
Roll, jack, bottle gouard moved by hands or electric block adjustment point 1312-1314 on.(attention both sides are the situation of fixed column should
When exclusion)
Similarly, the crane gear 1322 of Power Vessel 1321 is connected to job platform by cable wire or pull rope 1326
On the towing point 1331 of 1300 another end segment elemental floating body；Or the towing point 1331 on job platform include rise reset
The standby tie point being connected to by cable wire or pull rope on Power Vessel.And three point of adjustment 1323-1325 of Power Vessel 1321
Another end segment elemental floating body for being connected to job platform 1300 by cable wire or pull rope 1327-1329 respectively is for example fixed
Post, capstan winch, roll, jack, bottle gouard moved by hands or electric block adjustment point 1332-1334 on.(notice that both sides are fixed column
Situation should exclude)
The embodiment of the localization method of operation at sea platform of the present utility model introduced below.
Figure 14 is the flow chart according to the operation at sea platform localization method of one embodiment of the present utility model.Figure 15-
Figure 19 is shown according to each step Power Vessel of operation at sea platform localization method of Figure 14 embodiment and the position of job platform
It is intended to.
As shown in figure 14, operation at sea platform localization method 1400 comprises the following steps：In step 1410, fixed Power Vessel
Position, and job platform is moved to the rough position of piling work.So-called " rough position " refers under the conditions of a certain to the greatest extent
May or acceptable degree close to exact position position；Can also be that error under the conditions of this apart from exact position is being permitted
Can in the range of position.With reference to figure 15, in original state, the first Power Vessel 1501 and the second Power Vessel 1502 are located at operation horizontal
The both sides of platform 1503.The position of first Power Vessel 1501 and the second Power Vessel 1502 has been fixed.Such as total powerstation (whole station type electricity
Sub- rangefinder) measuring instrument 1504 positioned on the bank.Marine piling on the water surface can be accurately determined by measuring instrument 1504
The position of platform.For purposes of illustration, measuring instrument 1504 defines the datum line of the leftmost side of the array of multiple compositions
1505.And the great circle cross spider in Figure 15 then defines the initial position of marine piling platform in this array.From Figure 15
In as can be seen that job platform 1503 position beside required pile driving position, be not located at required pile driving position.
In step 1420, the position of Power Vessel fine tuning job platform is utilized.With reference to figure 16, the first Power Vessel 1501 and second
Power Vessel 1521 by multiple point of adjustment for being connected with job platform 1500 and/or be connected to job platform towing point 1511 and
1531.The crane gear of such as hoist engine or winch of job platform towing point 1511 and 1531 is connected respectively to the first Power Vessel
1501 and second towing point 1511 and 1531 on Power Vessel 1521 or job platform be connected respectively to the He of the first Power Vessel 1501
On the crane gear 1502 and 1522 of second Power Vessel 1521, the position of job platform is accurately thus adjusted to required and beaten
Stake job position.
According to one embodiment of the present utility model, the length of Power Vessel is more than the width of operation at sea platform.In power
Ship sets the first point of adjustment 1503, the second point of adjustment 1504 and the 3rd point of adjustment 1505 close to the side of operation at sea platform, its
In, the first point of adjustment 1503 is located at the fore direction of Power Vessel, and position is on the water outside job platform width；Second point of adjustment
1504 are located at the midship of Power Vessel, and position is on the water within job platform width；3rd point of adjustment 1505 is located at Power Vessel
Stern direction, position is on the water outside job platform width.First point of adjustment 1503, the second point of adjustment 1504 and the 3rd point of adjustment
1505 are connected to job platform 1500 close to the first Power Vessel 1501 by cable wire or pull rope 1507,1508 and 1509 respectively
Side adjustment point 1512,1513 and 1514.
Similarly, the 4th point of adjustment the 1523, the 5th is set to adjust close to the side of operation at sea platform in another Power Vessel
The point of adjustment 1525 of point 1524 and the 6th, wherein, the 4th point of adjustment 1523 is located at the fore direction of Power Vessel, position operation on the water
Outside berm width；5th point of adjustment 1524 is located at the midship of Power Vessel, and position is on the water within job platform width；6th
Point of adjustment 1525 is located at the stern direction of Power Vessel, and position is on the water outside job platform width.4th point of adjustment the 1523, the 5th
The point of adjustment 1525 of point of adjustment 1524 and the 6th is connected to job platform by cable wire or pull rope 1527,1528 and 1529 respectively
Adjustment point 1532,1533 and 1534 close to the side of the Power Vessel.
According to one embodiment of the present utility model, point of adjustment or adjustment point are fixed column, capstan winch, roll, jack, hand
Dynamic cucurbit or electric block, and be fixed column when point of adjustment and adjustment put different.
Below by point of adjustment adjusts for hinge be a little fixed column exemplified by, illustrate specific scheme：
When first axle 1503 and the tension of the chain of the 4th hinge 1523, and in the case that other hinges relax, first axle
1503 and the rotating Vortex of the 4th hinge 1523 can adjust job platform 1500 and move forward；When third hinge 1505 and the 6th is cut with scissors
In the case that chain 1525 tenses, and other hinges relax, third hinge 1505 and the rotating Vortex of the 6th hinge 1525 can adjust
Job platform 1500 is moved rearwards；In the case that the hinge 1524 of second hinge 1504 and the 4th tenses, and other hinges relax,
The reverse rotation of the hinge 1524 of second hinge 1504 and the 4th can adjust job platform 1500 and move to the left or to the right；When the first hinge
In the case that chain 1503 and the 6th cuts with scissors 1525 chains and tensed, and other hinges relax, the hinge 1525 of first axle 1503 and the 6th is anti-
Job platform 1500 can be adjusted to rotation to rotate clockwise；And when the hinge 1523 of third hinge 1505 and the 4th tenses, and its
In the case of his hinge relaxation, the hinge 1523 of third hinge 1505 and the 4th, which reversely rotates, can adjust the inverse time of job platform 1500
Pin rotates.Thus, six hinges on two Power Vessels are passed through, it is possible to achieve any position adjustment of operation at sea platform, from
And complete the accurate adjustment of operation at sea position of platform.
It will be appreciated by those skilled in the art that can also be realized under the teaching of above example using other modes with
Position adjustment as such, such as it is a little hinge, roll, jack, bottle gouard moved by hands or electricity that point of adjustment adjusts for fixed column
Dynamic cucurbit.These adjustment and change certainly also within the scope of the utility model.
In step 1430, Power Vessel is moved to next piling work position and fixes the position of Power Vessel.With reference to figure 17,
Piling work is fixed and then started to job platform 1500.At the same time, the first Power Vessel 1501 and the second Power Vessel 1521 are with making
Industry platform 1500 releases, and then releases the fixation of two Power Vessels, Power Vessel is driven near next pile driving position and fixed.
In step 1440, job platform is moved to the rough position of next piling work using Power Vessel.With reference to figure 18,
The towing point 1511 of the crane gear 1502 and 1522 of first Power Vessel 1501 and the second Power Vessel 1521 and job platform and
1531 are tensed by cable wire or pull rope 1506 and 1526, and job platform 1500 then is dragged into next institute by crane gear
Near the piling work position needed.Or the crane gear and the first Power Vessel of the towing point 1511 and 1531 of job platform
1501 and second Power Vessel 1521 tense, job platform 1500 then is dragged into next required piling by crane gear makees
Near industry position.
In step 1450, the position of Power Vessel fine tuning job platform is utilized.With reference to figure 19, due to the drawing of two crane gears
Power may be between different, the influence of the natural conditions such as water surface stormy waves, and control the factors such as synchronous, merely with rising
Heavy equipment can not realize being accurately positioned for job platform.In this step, it is similar with step 1420, by with job platform 1500
Connected multiple hinges and/or be connected on the crane gear or job platform of job platform towing point 1511 and 1531 are drawn
Put 1511 and 1531 general of crane gear 1502 and 1522 for being connected respectively to the first Power Vessel 1501 and the second Power Vessel 1502
The position of job platform is accurately adjusted to next required piling work position.
According to one embodiment of the present utility model, in step 1450, based on the one or more stakes for having laid completion, example
Such as the multiple stakes 1350 or 1360 for having laid completion in Figure 13, the position of job platform is adjusted.Without using every time
Such as the measuring apparatus of total powerstation carrys out positioning operation platform.The speed of piling can so be greatly improved.Further, at interval of
5-10 row stakes, the position of job platform is repositioned using measuring apparatus, to reduce human error.Thus, it is of the present utility model
Method realizes the quickly and precisely positioning of job platform position, and greatly accelerates the speed of piling work.
Figure 20 is the flow chart according to the method for laying multiple of embodiment of the present utility model.As shown in figure 20, exist
Lay in the method 2000 of multiple, multiple stakes are arranged in multiple row and columns；This method comprises the following steps：In step 2010,
First group of stake is laid on job platform on the water, first group of stake includes a line or multirow stake.Such as Figure 13 embodiment is exactly same
The example of the row stakes 1350 and 1360 of Shi Bushe two.The operation at sea platform is suitable to for one or more piling machine while laid multiple
A line stake or multirow stake in stake.It will be appreciated by those skilled in the art that the pier can be as previously herein introduced
The embodiment of stake job platform waterborne, it can also use other that there is the operation at sea platform of similar functions.
According to one embodiment of the present utility model, step 2000 needs to use total powerstation to determine water when being additionally included in construction
The initial position of upper job platform；And before first group of stake is laid, fixed operation at sea platform.Because the situation of the water surface is answered
It is miscellaneous, there may be the factor of stormy waves or other influences operation at sea platform stabilization.And whether platform is stable directly determines laying
Whether the position of stake is accurate.Therefore, before piling work, it is necessary to first job platform is fixed in water.Specifically, make
Industry platform can include one or more guide piles.Before operation, first one or more guide piles are laid in water, with
Fixed operation platform, ensure the stability of job platform during piling.
According to one embodiment of the present utility model, step 2010 also includes, during first group of stake is laid, interval
One or more stakes, a stake is not fully deployed to required depth, but reserves certain height.This height reserved
The height higher than operation at sea platform of degree.In other words, it can easily find that this is reserved necessarily on job platform
The stake of height.The purpose so done is auxiliary positioning.When stormy waves waterborne is larger, even if will be made using guide pile
Industry platform is fixed, and job platform or it is possible that the unstable situation such as shakes, shakes, stirring.These situations equally can
Influence the accuracy of piling work.Due to that may include tiring out more than 30 piles, the inaccuracy of position of platform in a line stake
Product is got up, so as to influence the direction of full line stake., should every the stakes of about such as 10 or so in order to avoid there is such case
Carry out once stake position/orientation inspection.And reserve certain these stakes for being higher by job platform working face and may be used for this inspection
Look into and correct.Further, according to one embodiment of the present utility model, further comprise that these stakes of certain altitude will be reserved
Lay in water, then release the position of operation at sea platform and fix, lift one or more guide piles.
In step 2020, while first group of stake is laid, Power Vessel is moved to the position for laying second group of stake.Second
Group stake includes a line or multirow stake.According to one embodiment of the present utility model, job platform does not possess power in itself, but needs
Want Power Vessel that job platform is dragged into job position.It will be appreciated by those skilled in the art that the position of job platform needs standard
Really to ensure that the position of multiple laid thereon is accurate.
In step 2030, operation at sea platform is adjusted to lay to the rough position of second group of stake using Power Vessel.It is so-called
" rough position " refer under the conditions of a certain as far as possible or acceptable degree close to the position of exact position；Can also be this
Under the conditions of apart from position of the error in the range of license of exact position.According to one embodiment of the present utility model, power
Ship is provided with the crane gear of such as hoist engine or winch.Crane gear is connected to operation at sea by wirerope or pull rope
Platform.For example, the left and right sides of platform can respectively include a Power Vessel on the water.Two Power Vessels pull operation simultaneously
Platform with its position is substantially adjusted to lay the second row stake position.Or operation at sea platform is provided with such as hoist engine
Or the crane gear of winch.Crane gear is connected to Power Vessel by wirerope or pull rope.For example, platform on the water
The left and right sides can respectively include a Power Vessel.Operation at sea platform pulls two Power Vessels so that its position substantially to be adjusted simultaneously
The whole position to the second row stake of laying.According to one embodiment of the present utility model, on the water in the direction of advance of job platform
Another Power Vessel can be included, it is also connected to operation at sea platform, is used to help pull operation at sea platform.According to this reality
With new one embodiment, the position that step 2030 also includes releasing operation at sea platform is fixed, and it is one or more fixed to lift
Position stake.
In step 2040, the position of fine tuning operation at sea platform, operation at sea platform is accurately adjusted to lay second group
The position of stake.According to one embodiment of the present utility model, the length of Power Vessel is more than the width of operation at sea platform.In power
Ship sets multiple such as fixed columns, hinge, roll, jack, bottle gouard moved by hands or electronic close to the side of operation at sea platform
The point of adjustment of cucurbit, and operation at sea platform sets multiple such as fixed column, hinge, roll, jack, bottle gouard moved by hands or electricity
The point of adjustment of dynamic cucurbit.For example, multiple hinges or roll are set on Power Vessel, and operation at sea platform sets one or more
Fixed column, hinge, roll, jack, bottle gouard moved by hands or electric block；Or multiple fixed columns are set on Power Vessel, and water
Upper job platform sets multiple hinge, roll, jack, bottle gouard moved by hands or electric blocks.The point of adjustment of Power Vessel and waterborne
The adjustment point of job platform is connected by wirerope or pull rope.By the hinge of point of adjustment or adjustment point, roll, fall
Wirerope between the adjustment point of chain, bottle gouard moved by hands or electric block, the point of adjustment of Power Vessel and operation at sea platform is led
Messenger can tense and length can shorten or increase, to change the position of operation at sea platform.
Below so that the point of adjustment of Power Vessel is hinge and the adjustment point of operation at sea platform is fixed column as an example, it is described in detail and changes
The mode of pier position.It will be appreciated by those skilled in the art that point of adjustment and adjustment point other examples as described above
It can implement in a similar way.
According to one embodiment of the present utility model, Power Vessel close to the side of operation at sea platform set first axle,
Second hinge and third hinge, wherein, first axle is located at the fore direction of Power Vessel, position on the water job platform width it
Outside；Second hinge is located at the midship of Power Vessel, and position is on the water within job platform width；Third hinge is located at Power Vessel
Stern direction, position is on the water outside job platform width.First axle, second hinge and third hinge are connected respectively to operation
First fixed column, second fixed column and threeth fixed column of the platform close to the side of the Power Vessel.
Similarly, the 4th hinge, the 5th hinge and the 6th are set close to the side of operation at sea platform in another Power Vessel
Hinge, wherein, the 4th hinge is located at the fore direction of Power Vessel, and position is on the water outside job platform width；5th hinge position
In the midship of Power Vessel, position is on the water within job platform width；6th hinge is located at the stern direction of Power Vessel, position
On the water outside job platform width.It is dynamic close to this that 4th hinge, the 5th hinge and the 6th hinge are connected respectively to job platform
The 4th fixed column, the 5th fixed column and the 6th fixed column of the side of power ship.
Thus, when first axle and the tension of the 4th hinge, and in the case that other hinges relax, first axle and the 4th hinge
Chain rotating Vortex can adjust job platform forward movement；When third hinge and the tension of the 6th hinge, and what other hinges relaxed
In the case of, third hinge and the 6th hinge rotating Vortex can adjust job platform and be moved rearwards；When second hinge and the 4th are cut with scissors
In the case that chain tenses, and other hinges relax, second hinge and the reverse rotation of the 4th hinge can adjust job platform to the left
Or move right；When first axle and the tension of the 6th hinge, and in the case that other hinges relax, first axle and the 6th hinge
Reverse rotation can adjust job platform and rotate clockwise；And when third hinge and the tension of the 4th hinge, and other hinges relax
In the case of, third hinge and the reverse rotation of the 4th hinge can adjust job platform and rotate counterclockwise.Thus, it is dynamic by two
Six hinges on power ship, it is possible to achieve any position adjustment of operation at sea platform, so as to complete operation at sea position of platform
Accurate adjustment.According to one embodiment of the present utility model, step 2040 is additionally included in the position for adjusting operation at sea platform
Postpone, operation at sea platform is fixed.
According to one embodiment of the present utility model, when adjusting the position of pier, to have laid the of completion
One group of stake determines the position of pier as benchmark without reusing the measuring apparatus of such as total powerstation.Further
Ground, consider the factors of speed of application and precision, every such as 5-10 arrange, it is necessary to using such as total powerstation measuring apparatus again
Once it is accurately positioned, is eliminated due to artificially generated directional error, while ensure speed of application.
In step 2050, on the water second group of stake of platform laying.It is similar with step 2010, complete the laying of second group of stake.
Second group of stake includes a line or multirow stake.
In step 2060, next, the 2020-2050 that repeats the above steps, quick to lay multirow stake.
Figure 21 is the flow chart according to the method for laying multiple of another embodiment of the present utility model.Below in conjunction with
Figure 13 and 21, construction method 2100 of the present utility model is described in further detail.In step 2110, set using the measurement of such as total powerstation
It is standby, position the initial position of operation at sea platform.Next, in step 2120, put down according to the operation at sea that step 2110 determines
The initial position of platform, the position of two Power Vessels is adjusted, driven to behind required position and positioning is put down by crane gear
Anchor or stake and the position of Power Vessel is fixed.
In step 2130, leading for the crane gear (1302,1322) on two Power Vessels or operation at sea platform is utilized
Draw the crane gear and/or the tune of point of adjustment (1303-1305 and 1323-1325) and/or job platform of point (1311 and 1331)
Integral point (1312-1314 and 1332-1334), required pile driving position is adjusted to by the position of job platform exactly.
Next, in step 2140, each section on job platform upper locating rack is defined position by one or more piling machine
The stake put is squeezed into water, realizes that the position of job platform is fixed.With reference to 13,6 guide pile 1341-1346 of figure in this step
Lay under water, the position of platform is locked.
In step 2150, one or more piling machine lays required stake one by one in water on job platform.With this
Simultaneously as job platform has been fixed, Power Vessel can now be released and positioned, then drive to next installation position simultaneously
Fix again.In optional step, the larger situation of stormy waves is such as run into, then stake can be reserved to several height for exceeding job platform
Degree.Operating personnel can be according to these stakes come auxiliary positioning, so as to avoid the position deviation caused by stormy waves is big.
In step 2160, after the stake of all positions has been laid, using one or more piling machine by guide pile support institute
The guide pile defined on position lifts, and releases the fixation of job platform；Then Power Vessel again will using crane gear thereon
Job platform is dragged to next rough pile driving position, realizes the coarse adjustment of job platform position.If there is part stake greatly in stormy waves
In the case of not squeezing into water, this part stake is squeezed into water before the fixation of job platform is released, and completes to lay.
In step 2170, leading for the crane gear (1302,1322) on two Power Vessels or operation at sea platform is utilized
Draw the crane gear and/or the tune of point of adjustment (1303-1305 and 1323-1325) and/or job platform of point (1311 and 1331)
Integral point (1312-1314 and 1332-1334), the position of job platform is adjusted to required next pile driving position exactly.
According to one embodiment of the present utility model, in this step, a line laid in step 2170 is utilized
Or the position of multirow stake 1350 and/or 1360, the position of job platform is adjusted to required pile driving position exactly, without
Using the measuring apparatus of such as total powerstation, or only use measuring apparatus on a small quantity.This can further improve the speed of piling.Root
According to one embodiment of the present utility model, speed of application and the factors of precision are considered, arranged every 5-10, use such as whole station
The measuring apparatus of instrument is once accurately positioned again to the position of construction platform, is eliminated due to artificially generated directional error,
Ensure speed of application simultaneously.
In step 2180, repeat step 2140-2170, lay and complete until whole stakes.
It can be seen from the above that job platform can lay a whole campshed a position without each stake
It will be positioned.The efficiency of piling can so be greatly increased.Moreover, for piling machine, beaten on job platform
Stake and the not tangible difference of ground piling, which reduce the use of special equipment, have been greatly reduced deployment cost.
Above-described embodiment is only for illustration of the utility model, and is not the relevant technology to limitation of the present utility model
The those of ordinary skill in field, in the case where not departing from the scope of the utility model, it can also make a variety of changes and modification, because
This, all equivalent technical schemes should also belong to category disclosed in the utility model.
Claims (12)
1. a kind of Power Vessel for operation at sea platform auxiliary positioning, including：
Hull；
Multiple point of adjustment on the ship side of hull side；And
Multiple cable wires or pull rope, it is connected between multiple point of adjustment and operation at sea platform.
2. as claimed in claim 1 be used for operation at sea platform auxiliary positioning Power Vessel, wherein point of adjustment include fixed column,
Hook, capstan winch, roll, jack, bottle gouard moved by hands or electric block.
3. being used for the Power Vessel of operation at sea platform auxiliary positioning as claimed in claim 1, the length of wherein Power Vessel is more than
The width of operation at sea platform.
4. being used for the Power Vessel of operation at sea platform auxiliary positioning as claimed in claim 3, plurality of point of adjustment includes the
One point of adjustment, the second point of adjustment and the 3rd point of adjustment, wherein, the first point of adjustment is located at the fore direction of the first Power Vessel, position
On the water outside job platform width；Second point of adjustment is located at the midship of the second Power Vessel, and job platform is wide on the water for position
Within degree；3rd point of adjustment is located at the stern direction of the 3rd Power Vessel, and position is on the water outside job platform width.
5. being used for the Power Vessel of operation at sea platform auxiliary positioning as claimed in claim 1, further comprise one or more
Guide pile or positioning anchor.
6. being used for the Power Vessel of operation at sea platform auxiliary positioning as claimed in claim 5, further comprise one or more
First crane gear, it is connected respectively to one or more guide piles or positioning anchor.
7. being used for the Power Vessel of operation at sea platform auxiliary positioning as claimed in claim 3, further comprise being located at fore side
To fixed column or hook, position is on the water outside job platform width；Wherein described fixed column or hook can pass through steel
Cable or pull rope are connected to the second crane gear of operation at sea platform.
8. being used for the Power Vessel of operation at sea platform auxiliary positioning as claimed in claim 3, further comprise that the 3rd is reseted
Standby, it can be connected to the towing point of operation at sea platform by wirerope or pull rope.
9. being used for the Power Vessel of operation at sea platform auxiliary positioning as claimed in claim 8, further comprise being located at fore side
To fixed pulley, position is on the water outside job platform width；Wherein the 3rd crane gear can pass through the wirerope by fixed pulley
Or pull rope is connected to the towing point of operation at sea platform.
10. being used for the Power Vessel of operation at sea platform auxiliary positioning as claimed in claim 6, its first crane gear includes
Hoist engine or winch.
11. being used for the Power Vessel of operation at sea platform auxiliary positioning as claimed in claim 7, its second crane gear includes volume
Raise machine or winch.
12. the Power Vessel for operation at sea platform auxiliary positioning as described in claim 8-9 is any, its 3rd crane gear
Including hoist engine or winch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621495186.3U CN207060338U (en) | 2016-12-30 | 2016-12-30 | A kind of Power Vessel for operation at sea platform auxiliary positioning |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621495186.3U CN207060338U (en) | 2016-12-30 | 2016-12-30 | A kind of Power Vessel for operation at sea platform auxiliary positioning |
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| CN207060338U true CN207060338U (en) | 2018-03-02 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114435537A (en) * | 2022-01-25 | 2022-05-06 | 中国一冶集团有限公司 | Ship positioning device for stone throwing operation |
-
2016
- 2016-12-30 CN CN201621495186.3U patent/CN207060338U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114435537A (en) * | 2022-01-25 | 2022-05-06 | 中国一冶集团有限公司 | Ship positioning device for stone throwing operation |
| CN114435537B (en) * | 2022-01-25 | 2023-10-24 | 中国一冶集团有限公司 | Ship positioning device for stone throwing operation |
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Effective date of registration: 20190426 Address after: 100012 No.1 B, Hongjunying South Road, Chaoyang District, Beijing Patentee after: Northman energy technology (Beijing) Limited by Share Ltd Address before: 234103 Longhua Mining Machinery Factory, Sanhuancun, Caocun Town, Longqiao District, Suzhou City, Anhui Province Patentee before: Suzhou Solar Energy Technology Co., Ltd. |