CN207160049U - Piling jacket construction component, jacket of driving piles afterwards afterwards - Google Patents
Piling jacket construction component, jacket of driving piles afterwards afterwards Download PDFInfo
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- CN207160049U CN207160049U CN201721014114.7U CN201721014114U CN207160049U CN 207160049 U CN207160049 U CN 207160049U CN 201721014114 U CN201721014114 U CN 201721014114U CN 207160049 U CN207160049 U CN 207160049U
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Abstract
The utility model discloses piling jacket construction component, jacket of driving piles afterwards after one kind, is related to offshore wind farm technical field, with the technical problem that the equipment cost for solving to use during leveling in existing rear piling jacket construction method is higher and can not reuse.Piling jacket construction component after described in the utility model, including：Jacket, the bottom of jacket are provided with supporting leg, and supporting leg is connected with sleeve, steel-pipe pile is equipped with sleeve；Wherein, sleeve connection has jack, and the base of jack is seated in the stake top of technique stake.
Description
Technical field
Offshore wind farm technical field is the utility model is related to, jacket construction component of more particularly to being driven piles after one kind, is beaten afterwards
Pile leader frame.
Background technology
At sea in the construction of wind-powered electricity generation, the cost on Wind turbines basis accounts for the 20%- of marine wind electric field project total cost
30%.Wherein, jacket-type basis is a kind of common base form of offshore wind farm blower foundation.
Specifically, in the prior art, the construction method on piling jacket-type basis is that first jacket is hung to sea bed afterwards
On, steel-pipe pile is then inserted shoe sleeve, finally steel-pipe pile is driven piles to seabed with pile hammer, then carries out the tune of jacket
It is flat.
However, present inventor has found, during the leveling of jacket, it usually needs pile chuck and levelling gear
Deng, clip pile level device cost height, and clip pile equipment can not typically reuse, and which adds the work at sea
Cheng Chengben.
Utility model content
The purpose of this utility model is to provide after one kind drive piles jacket construction component, jacket of driving piles afterwards, to solve
The equipment cost that uses is higher during leveling in piling jacket construction method after existing and the technical problem that can not reuse.
The utility model provides piling jacket construction method after one kind, comprises the following steps：Sea bed is squeezed into technique stake
In；The jacket with jack is hung into sea, until the base of the jack is seated in the stake of the technique stake
Top；The leveling of the jacket is carried out by the jack；After leveling, steel-pipe pile is hung to the set of the jacket
In cylinder, and the steel-pipe pile is squeezed into the sea bed；The jack is removed, the technique stake is extracted.
Wherein, also comprise the following steps before the step of described " squeezing into technique stake in sea bed "：By the sleeve and institute
State the supporting leg welding of jacket；By the jack and the sleeve weld.
Specifically, the step of described " squeezing into the steel-pipe pile in the sea bed " is specially：By pile hammer by described in
Steel-pipe pile is squeezed into the sea bed.
Further, the jack is hydraulic jack.
Further, the supporting leg, the sleeve, the steel-pipe pile, the jack and technique stake difference
For four.
Relative to prior art, jacket construction method of being driven piles after described in the utility model has the advantage that：
After provided by the utility model in piling jacket construction method, comprise the following steps：Step S1, technique stake is beaten
Enter in sea bed；Step S2, the jacket with jack is hung into sea, until the base of jack is seated in the stake of technique stake
Top；Step S3, the leveling of jacket is carried out by jack；Step S4, after leveling, steel-pipe pile is hung to jacket
In sleeve, and steel-pipe pile is squeezed into sea bed；Step S5, jack is removed, technique stake is extracted.Thus analysis is understood, this
In the rear piling jacket construction method that utility model provides, without using clip pile level device, so as to effectively reduce into
This；Also, leveling is carried out by jack, so as to leveling process simple and fast；Meanwhile technique stake and jack can repeat profit
With so as to meet the installation of next jacket.
The utility model also provides piling jacket construction component after one kind, including：Jacket, the bottom of the jacket
Provided with supporting leg, the supporting leg is connected with sleeve, and steel-pipe pile is equipped with the sleeve；The sleeve connection has jack,
The base of the jack is seated in the stake top of technique stake.
Wherein, the jack is hydraulic jack.
Specifically, the sleeve is connected with the supporting leg by way of welding；The jack leads to the sleeve
The mode for crossing welding connects.
Further, the supporting leg, the sleeve, the steel-pipe pile, the jack and the technique stake be respectively extremely
It is three less, and corresponds.
Preferably, the supporting leg, the sleeve, the steel-pipe pile, the jack and the technique stake are respectively four
It is individual.
Relative to prior art, jacket construction component of being driven piles after described in the utility model has the advantage that：
After provided by the utility model in piling jacket construction component, including：Jacket, the bottom of jacket are provided with branch
Support leg, supporting leg are connected with sleeve, steel-pipe pile are equipped with sleeve；Wherein, sleeve connection has jack, and the base of jack is sat
Fall the stake top in technique stake.Thus analysis is understood, is led using rear piling jacket construction component provided by the utility model
During the installation of pipe support, first technique stake can be squeezed into sea bed；The jacket with jack is hung into sea again, until very heavy
The base on top is seated in the stake top of technique stake；Then the leveling of jacket is carried out by jack；After leveling, by steel-pipe pile
Hang to the sleeve of jacket, and steel-pipe pile is squeezed into sea bed；Finally jack is removed, technique stake is extracted.Therefore,
Piling jacket construction component after provided by the utility model, without using clip pile level device, so as to effectively reduce into
This；Also, leveling, leveling process simple and fast are carried out by jack；Meanwhile technique stake and jack can reuse,
So as to meet the installation of next jacket.
The utility model provides jacket of driving piles after one kind again, including：Jacket, the bottom of the jacket are provided with support
Leg, the supporting leg are connected with sleeve, steel-pipe pile are equipped with the sleeve.
Wherein, the sleeve is connected with the supporting leg by way of welding.
Specifically, the supporting leg, the sleeve and the steel-pipe pile are at least three respectively, and correspond.
Preferably, the supporting leg, the sleeve and the steel-pipe pile are respectively four.
Piling jacket is relative with above-mentioned rear piling jacket construction method and rear piling jacket construction component after described
It is same in Dominant Facies possessed by prior art, it will not be repeated here.
Brief description of the drawings
, below will be right in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
The required accompanying drawing used is briefly described in embodiment or description of the prior art, it should be apparent that, describe below
In accompanying drawing be some embodiments of the present utility model, for those of ordinary skill in the art, do not paying creativeness
On the premise of work, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is a kind of schematic flow sheet for rear piling jacket construction method that the utility model embodiment provides；
Fig. 2 is the schematic flow sheet of piling jacket construction method after the another kind that the utility model embodiment provides；
Fig. 3 is the structural representation for the rear piling jacket construction component that the utility model embodiment provides；
Fig. 4 is the structural representation for the rear piling jacket that the utility model embodiment provides.
In figure：1- jackets；2- supporting legs；3- sleeves；4- jack；5- technique stakes；6- steel-pipe piles.
Embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with accompanying drawing, it is clear that described
Embodiment is the utility model part of the embodiment, rather than whole embodiments.Based on the embodiment in the utility model, sheet
The every other embodiment that field those of ordinary skill is obtained under the premise of creative work is not made, belongs to this practicality
Novel protected scope.
, it is necessary to explanation in description of the present utility model, term " " center ", " on ", " under ", it is "left", "right", " perpendicular
Directly ", the orientation of the instruction such as " level ", " interior ", " outer " or position relationship are based on orientation shown in the drawings or position relationship, are only
Described for the ease of description the utility model and simplifying, rather than instruction or imply signified device or element must have it is specific
Orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.In addition, term " the
One ", " second ", " the 3rd " are only used for describing purpose, and it is not intended that instruction or hint relative importance.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in description of the present utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can be mechanical connection or electrical connection；Can be joined directly together, the indirect phase of intermediary can also be passed through
Even, can be the connection of two element internals.For the ordinary skill in the art, can be understood with concrete condition above-mentioned
Concrete meaning of the term in the utility model.
Fig. 1 is a kind of schematic flow sheet for rear piling jacket construction method that the utility model embodiment provides；Fig. 3 is
The structural representation for the rear piling jacket construction component that the utility model embodiment provides.
As shown in Fig. 1 combinations Fig. 3, the utility model embodiment provides piling jacket construction method after one kind, including such as
Lower step：Step S1, technique stake 5 is squeezed into sea bed；Step S2, the jacket 1 with jack 4 is hung into sea, until
The base of jack 4 is seated in the stake top of technique stake 5；Step S3, the leveling of jacket 1 is carried out by jack 4；Step S4,
After leveling, steel-pipe pile 6 is hung to the sleeve 3 of jacket 1, and steel-pipe pile 6 is squeezed into sea bed；Step S5, by thousand
Jin top 4 is removed, and technique stake 5 is extracted.
Relative to prior art, the rear piling jacket construction method described in the utility model embodiment has following excellent
Gesture：
In the rear piling jacket construction method that the utility model embodiment provides, as shown in Fig. 1 combinations Fig. 3, including such as
Lower step：Step S1, technique stake 5 is squeezed into sea bed；Step S2, the jacket 1 with jack 4 is hung into sea, until
The base of jack 4 is seated in the stake top of technique stake 5；Step S3, the leveling of jacket 1 is carried out by jack 4；Step S4,
After leveling, steel-pipe pile 6 is hung to the sleeve 3 of jacket 1, and steel-pipe pile 6 is squeezed into sea bed；Step S5, by thousand
Jin top 4 is removed, and technique stake 5 is extracted.Thus analysis is understood, the rear piling jacket construction side that the utility model embodiment provides
In method, without using clip pile level device, so as to effectively reduce cost；Also, leveling is carried out by jack 4, so as to
Leveling process simple and fast；Meanwhile technique stake 5 and jack 4 can reuse, so as to meet the peace of next jacket 1
Dress.
Fig. 2 is the schematic flow sheet of piling jacket construction method after the another kind that the utility model embodiment provides.
Wherein, as shown in Fig. 2 combinations Fig. 3, in the rear piling jacket construction method that the utility model embodiment provides, on
It can also comprise the following steps before the step of stating " squeezing into technique stake 5 in sea bed "：Step S00, by sleeve 3 and jacket 1
Supporting leg 2 weld；Step S01, jack 4 and sleeve 3 are welded.
Specifically, it is above-mentioned " to beat steel-pipe pile 6 in the rear piling jacket construction method that the utility model embodiment provides
Enter in sea bed " the step of be specifically as follows：Steel-pipe pile 6 is squeezed into sea bed by pile hammer.
Further, in order that when carrying out leveling with jack 4 operation it is more convenient, what the utility model embodiment provided
In jacket construction method of driving piles afterwards, above-mentioned jack 4 can be preferably hydraulic jack.
It should be added that, hydraulic jack is also known as hydraulic jack herein, is that one kind uses plunger or hydraulic cylinder
Jack as rigid top lift part.The simple structure of hydraulic jack, it is in light weight, be easy to carry, conveniently moving.
Further, as shown in figure 3, in the construction component of above-mentioned jacket 1, the supporting leg 2, sleeve 3, steel-pipe pile
6th, jack 4 and technique stake 5 can be respectively set to four.
Certainly, during practical application, in the construction component of above-mentioned jacket 1, the supporting leg 2, sleeve 3, steel-pipe pile 6, thousand
The particular number of jin top 4 and technique stake 5 is not limited herein, rationally, such as：Can be respectively set to three or three with
On.
As shown in figure 3, the utility model embodiment also provides piling jacket construction component after one kind, including：Jacket
1, the bottom of jacket 1 is provided with supporting leg 2, and supporting leg 2 is connected with sleeve 3, steel-pipe pile 6 is equipped with sleeve 3；Sleeve 3 connects
There is jack 4, the base of jack 4 is seated in the stake top of technique stake 5.
Relative to prior art, the rear piling jacket construction component described in the utility model embodiment has following excellent
Gesture：
In the rear piling jacket construction component that the utility model embodiment provides, as shown in figure 3, including：Jacket 1,
The bottom of jacket 1 is provided with supporting leg 2, and supporting leg 2 is connected with sleeve 3, steel-pipe pile 6 is equipped with sleeve 3；Wherein, sleeve 3 connects
Jack 4 is connected to, the base of jack 4 is seated in the stake top of technique stake 5.Thus analysis is understood, is implemented using the utility model
When the rear piling jacket construction component that example provides carries out the installation of jacket 1, first technique stake 5 can be squeezed into sea bed；Again
Jacket 1 with jack 4 is hung into sea, until the base of jack 4 is seated in the stake top of technique stake 5；Then pass through
Jack 4 carries out the leveling of jacket 1；After leveling, steel-pipe pile 6 is hung to the sleeve 3 of jacket 1, and by steel pipe
Stake 6 is squeezed into sea bed；Finally jack 4 is removed, technique stake 5 is extracted.Therefore, rear the beating of the utility model embodiment offer
Pile leader frame construction component, without using clip pile level device, so as to effectively reduce cost；Also, entered by jack 4
Row leveling, leveling process simple and fast；Meanwhile technique stake 5 and jack 4 can reuse, so as to meet next conduit
The installation of frame 1.
Wherein, in order that operation is more convenient when carrying out leveling with jack 4, what the utility model embodiment provided rear beating
In pile leader frame construction component, above-mentioned jack 4 can be preferably hydraulic jack.
It should be added that, hydraulic jack is also known as hydraulic jack herein, is that one kind uses plunger or hydraulic cylinder
Jack as rigid top lift part.The simple structure of hydraulic jack, it is in light weight, be easy to carry, conveniently moving.
Specifically, in the rear piling jacket construction component that the utility model embodiment provides, above-mentioned sleeve 3 and supporting leg
It can be attached between 2 by way of welding；Correspondingly, welding can also be passed through between above-mentioned jack 4 and sleeve 3
Mode is attached.
Further, it is above-mentioned as shown in figure 3, in the rear piling jacket construction component that the utility model embodiment provides
Supporting leg 2, sleeve 3, steel-pipe pile 6, jack 4 and technique stake 5 can be respectively set to four.
Certainly, during practical application, in the construction component of above-mentioned jacket 1, the supporting leg 2, sleeve 3, steel-pipe pile 6, thousand
The particular number of jin top 4 and technique stake 5 is not limited herein, rationally, such as：Can be respectively set to three or three with
On.
Fig. 4 is the structural representation for the rear piling jacket that the utility model embodiment provides.
As shown in figure 4, the utility model embodiment provides jacket of driving piles after one kind again, including：Jacket 1, jacket 1
Bottom be provided with supporting leg 2, supporting leg 2 is welded with sleeve 3, steel-pipe pile 6 is equipped with sleeve 3.
Wherein, as shown in figure 4, in the rear piling jacket that the utility model embodiment provides, above-mentioned supporting leg 2, sleeve 3
And steel-pipe pile 6 can be respectively set to four.
Certainly, during practical application, the particular number of supporting leg 2, sleeve 3 and steel-pipe pile 6 in above-mentioned jacket 1 is herein not
It is limited, rationally, such as：Three or more than three can be respectively set to.
The rear piling jacket that the utility model embodiment provides is adjusted when mounted, it is necessary to coordinate by jack 4
It is flat, so as to leveling process simple and fast；Meanwhile technique stake 5 and jack 4 can reuse, so as to meet next conduit
The installation of frame 1.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc., the utility model should be included in
Protection domain within.
Claims (9)
1. jacket construction component of being driven piles after one kind, it is characterised in that including：Jacket, the bottom of the jacket are provided with branch
Support leg, the supporting leg are connected with sleeve, steel-pipe pile are equipped with the sleeve；
The sleeve connection has jack, and the base of the jack is seated in the stake top of technique stake.
2. piling jacket construction component after according to claim 1, it is characterised in that the jack is hydraulic jack
Top.
3. piling jacket construction component after according to claim 1 or 2, it is characterised in that the sleeve and the branch
Support leg is connected by way of welding；
The jack is connected with the sleeve by way of welding.
4. it is according to claim 3 after piling jacket construction component, it is characterised in that the supporting leg, the sleeve,
The steel-pipe pile, the jack and the technique stake are at least three respectively, and correspond.
5. it is according to claim 4 after piling jacket construction component, it is characterised in that the supporting leg, the sleeve,
The steel-pipe pile, the jack and the technique stake are respectively four.
6. jacket of being driven piles after one kind, it is characterised in that including：Jacket, the bottom of the jacket is provided with supporting leg, described
Supporting leg is connected with sleeve, and steel-pipe pile is equipped with the sleeve.
7. piling jacket after according to claim 6, it is characterised in that the sleeve passes through welding with the supporting leg
Mode connect.
8. the rear piling jacket according to claim 6 or 7, it is characterised in that the supporting leg, the sleeve and described
Steel-pipe pile is at least three respectively, and corresponds.
9. piling jacket after according to claim 8, it is characterised in that the supporting leg, the sleeve and the steel
Pile tube is respectively four.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721014114.7U CN207160049U (en) | 2017-08-14 | 2017-08-14 | Piling jacket construction component, jacket of driving piles afterwards afterwards |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721014114.7U CN207160049U (en) | 2017-08-14 | 2017-08-14 | Piling jacket construction component, jacket of driving piles afterwards afterwards |
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| Publication Number | Publication Date |
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| CN207160049U true CN207160049U (en) | 2018-03-30 |
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ID=61717063
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| CN201721014114.7U Active CN207160049U (en) | 2017-08-14 | 2017-08-14 | Piling jacket construction component, jacket of driving piles afterwards afterwards |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268669A (en) * | 2017-08-14 | 2017-10-20 | 浙江华蕴海洋工程技术服务有限公司 | Piling jacket construction method, rear piling jacket construction component, jacket of driving piles afterwards afterwards |
| CN109322794A (en) * | 2018-10-25 | 2019-02-12 | 广东华蕴新能源有限公司 | Offshore wind power jacket and manufacturing method thereof |
-
2017
- 2017-08-14 CN CN201721014114.7U patent/CN207160049U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268669A (en) * | 2017-08-14 | 2017-10-20 | 浙江华蕴海洋工程技术服务有限公司 | Piling jacket construction method, rear piling jacket construction component, jacket of driving piles afterwards afterwards |
| CN109322794A (en) * | 2018-10-25 | 2019-02-12 | 广东华蕴新能源有限公司 | Offshore wind power jacket and manufacturing method thereof |
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