CN206128105U - Components of a whole that can function independently overlap joint formula grout sealing washer - Google Patents
Components of a whole that can function independently overlap joint formula grout sealing washer Download PDFInfo
- Publication number
- CN206128105U CN206128105U CN201621034993.5U CN201621034993U CN206128105U CN 206128105 U CN206128105 U CN 206128105U CN 201621034993 U CN201621034993 U CN 201621034993U CN 206128105 U CN206128105 U CN 206128105U
- Authority
- CN
- China
- Prior art keywords
- clinch
- sealing ring
- sealing
- connecting hole
- bridging type
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The utility model provides a components of a whole that can function independently overlap joint formula grout sealing washer belongs to sealed facility field, and the sealing washer is used for connecting marine wind turbine foundation structure and steel -pipe pile, including the annular primary seal body, the primary seal body is including end to end's a plurality of seals, adjacent two between the inferior seal fixed may dismantle continuous, each inferior seal is all including being used for the connection the first connecting portion of marine wind turbine foundation structure and be used for connecting the second connecting portion of steel -pipe pile. Components of a whole that can function independently overlap joint formula grout sealing washer put into production with man -hour each structure alone processing form, processing is accomplished the convenient transportation in back and is stored, can reduce manpower and materials, reduction construction cost has promoted the precision.
Description
Technical field
This utility model is related to Sealing Device field, in particular to a kind of split bridging type grouting sealing ring.
Background technology
With the fast development of new forms of energy industry, Offshore Wind Power Generation Technology has obtained unprecedented progress.
Wind is that do not have one of energy of public hazards.For hydropenia, short bunker and ungetable offshore islands, Pastoral Areas,
Mountain area and plateau band, utilize wind-power electricity generation treatment in accordance with local conditions, are especially suitable for, be well worth doing.
Offshore wind farm is the key areas of Renewable Energy Development, is promote wind power technology progress and industrial upgrading important
Strength, is the important measures for promoting Energy restructuring.China's offshore wind energy resource enriches, and accelerates offshore wind farm project construction,
For promote coastal area administer atmospheric haze, readjust the energy structure it is significant with Economic Development Mode Conversion.
At sea in the construction of wind-powered electricity generation, the application of pile foundation is more and more universal, offshore wind turbine foundation superstructure with
The steel-pipe pile in seabed is sunk to by connection of being in the milk, grout compartment bottom is sealed by preassembled sealing ring.
In prior art, ring structure size is larger, and quality is larger, it has not been convenient to transport and use, causes the installation of blower fan
Efficiency of construction is relatively low.
Utility model content
One of this utility model purpose is to provide a kind of split bridging type grouting sealing ring, it is intended to solved in prior art
The problems referred to above that sealing ring is present.
What this utility model was realized in:
A kind of split bridging type is in the milk sealing ring, for sealing offshore wind turbine foundation structure and steel-pipe pile, including annular
Primary seal body, the primary seal body include end to end multiple seals;It is fixed between two neighboring described seal
Or it is detachable connected;Each described seal is included for connecting the first connecting portion of the offshore wind turbine foundation structure
And for connecting the second connecting portion of the steel-pipe pile.
Further, described seal includes the first sealing and the second sealing that relative tilt arranges, described the
One connecting portion is located at second sealing in first sealing, the second connecting portion;First sealing and
Second sealing is arc.
Further, described seal two ends in its longitudinal direction have the first clinch and the second overlap joint respectively
Portion, first clinch are matched with second clinch.
Further, described seal has relative first side and second side, and first clinch has
Threeth side concordant with the first side, second clinch is with fourth side concordant with the second side.
Further, the first connecting hole and the second connecting hole are respectively equipped with first clinch and the second clinch,
After first clinch and the docking of the second clinch, first connecting hole and the second connecting hole overlap.
Further, first connecting hole or second connecting hole are countersunk head screwed hole.
Further, second sealing has outwardly protuberance near the surface of first sealing,
The thickness of second sealing successively decreases from centre to two ends.
Further, the primary seal body is made using quality of rubber materials.
Further, first connecting hole and the second connecting hole have multiple, first connecting hole and second connection
Hole is distributed along the width of described seal.
Further, multiple fixing holes are provided with the first connecting portion, the fixing hole is along described seal
Length direction is distributed.
The beneficial effects of the utility model are:The split bridging type grouting sealing that this utility model is obtained by above-mentioned design
Circle divide into multiple structures mutually spliced, and in production and processing, each structure is individually processed, after machining convenient transport and
Storage, is assembled at the construction field (site) or be to be mounted directly on steel-pipe pile, can be reduced manpower and materials, and a workmen is
Conveyance and transport can be completed, can be without by engineering machinery such as fork trucks, reducing construction cost;Without the need for considering peace during assembling
The cumulative error that dress is caused, improves precision.
Description of the drawings
In order to be illustrated more clearly that the technical scheme of this utility model embodiment, below will be to wanting needed for embodiment
The accompanying drawing for using is briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore not
The restriction to scope is should be considered as, for those of ordinary skill in the art, on the premise of not paying creative work,
Can be obtaining other related accompanying drawings according to these accompanying drawings.
Fig. 1 is the structural representation of the split bridging type grouting sealing ring that this utility model embodiment is provided;
Fig. 2 is the partial enlarged drawing of Fig. 1;
Fig. 3 is the structural representation of time seal in the split bridging type grouting sealing ring that this utility model embodiment is provided
Figure;
Fig. 4 is that two time seals are connected in the split bridging type grouting sealing ring that this utility model embodiment is provided
Structural representation;
Fig. 5 is base structure and steel-pipe pile phase in the split bridging type grouting sealing ring that this utility model embodiment is provided
Structural representation even;
Fig. 6 is base structure and steel-pipe pile phase in the split bridging type grouting sealing ring that this utility model embodiment is provided
Partial structural diagram even.
Figure acceptance of the bid note is respectively:
Split bridging type grouting sealing ring 100;
Primary seal body 110;
Secondary seal 120;
First connecting portion 121;
Second connecting portion 122;
First sealing 123;
Fixing hole 1231;
Second sealing 124;
Protuberance 1241;
First clinch 125;
First connecting hole 1251;
Second clinch 126;
Second connecting hole 1261;
First side 127;
Second side 128;
3rd side 129;
4th side 130;
Clamping plate 131;
Base structure 200;
Steel-pipe pile 300;
Bolt 400;
Screw head 401;
Nut 410.
Specific embodiment
To make purpose, technical scheme and the advantage of this utility model embodiment clearer, below in conjunction with this practicality
Accompanying drawing in new embodiment, is clearly and completely described to the technical scheme in this utility model embodiment, shows
So, described embodiment is a part of embodiment of this utility model, rather than the embodiment of whole.Based on this practicality
Embodiment in new, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of this utility model protection.Therefore, enforcement of the present utility model below to providing in the accompanying drawings
The detailed description of mode is not intended to limit claimed scope of the present utility model, but is merely representative of of the present utility model
Selected embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not making creative labor
The every other embodiment obtained under the premise of dynamic, belongs to the scope of this utility model protection.
In description of the present utility model, it is to be understood that the term of indicating position or position relationship is based on accompanying drawing
Shown orientation or position relationship, are for only for ease of description this utility model and simplify description, rather than indicate or imply institute
The equipment or element of finger must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to this reality
With new restriction.
In this utility model, unless otherwise clearly defined and limited, term " installation ", " being connected ", " connection ", " Gu
It is fixed " etc. term should be interpreted broadly, it is for example, it may be fixedly connected, or be detachably connected or integral;Can be
It is mechanically connected, or electrically connects;Can be joined directly together, it is also possible to be indirectly connected to by intermediary, can be two
The connection of element internal or the interaction relationship of two elements.For the ordinary skill in the art, can basis
Concrete condition understands concrete meaning of the above-mentioned term in this utility model.
In this utility model, unless otherwise clearly defined and limited, fisrt feature is on or below second feature
The first and second feature directly contacts can be included, it is also possible to be not directly contact including the first and second features but by it
Between other characterisation contact.And, fisrt feature is on second feature, top and above include fisrt feature the
Directly over two features and oblique upper, or fisrt feature level height is merely representative of higher than second feature.Fisrt feature is special second
Under levying, lower section and fisrt feature included below are immediately below second feature and obliquely downward, or are merely representative of fisrt feature level
Second feature is less than highly.
Embodiment.
Present embodiments provide a kind of split bridging type grouting sealing ring 100, this split bridging type grouting sealing ring 100
A kind of split bridging type grouting sealing ring 100, for sealing offshore wind turbine foundation structure 200 and steel-pipe pile 300.
Fig. 1 and Fig. 2 is referred to, split bridging type grouting sealing ring 100 includes the primary seal body 110 of annular, primary seal body
110 include end to end 12 seals 120;Detachably it is connected between two neighboring seal 120.
Fig. 2 and Fig. 3 is referred to, secondary seal 120 includes inclining the first sealing 123 and the second sealing 124 being connected,
There is the first connecting portion 121 for being used to connecting offshore wind turbine foundation structure 200, on the second sealing 124 on first sealing 123
With the second connecting portion 122 for joint steel pipe stake 300.First sealing 123 and the second sealing 124 are arc.
The two ends in its longitudinal direction of secondary seal 120 have the first clinch 125 and the second clinch 126 respectively,
Secondary seal 120 has relative first side 127 and a second side 128, the first clinch 125 with first side 127
The 3rd concordant side 129, the second clinch 126 is with fourth side 130 concordant with second side 128, the first clinch
125 and second the first connecting hole 1251 and the second connecting hole 1261, the first clinch 125 and are respectively equipped with clinch 126
After the docking of two clinch 126, the first connecting hole 1251 and the second connecting hole 1261 overlap, and the first connecting hole 1251 is countersunk head screw thread
Hole.First connecting hole 1251 and the second connecting hole 1261 have multiple, and the first connecting hole 1251 and the second connecting hole 1261 are along secondary
The width distribution of seal 120.Multiple fixing holes 1231 are provided with first connecting portion 121, fixing hole 1231 is along secondary
The length direction distribution of seal 120.
Second sealing 124 has outwardly protuberance 1241 near the surface of the first sealing 123, and this is second close
The thickness in envelope portion 124 successively decreases from centre to two ends.Multiple seals 120 of composition primary seal body 110 adopt quality of rubber materials
Make.
Further referring to Fig. 1, this split bridging type is in the milk sealing ring 100 in assembling, by multiple seals 120
Join end to end successively and constitute its annular 110 structure of primary seal body.Specifically in assembling, two neighboring seal 120 is made
First clinch 125 and the second clinch 126 are connect relatively so that the first connecting hole 1251 and second on the first clinch 125
The second connecting hole 1261 on connecting portion 122 coincides, and is bolted the first clinch 125 and the second clinch 126 is complete
Being connected into two seals 120.The assembling for connecting each time in this way seal 120 completing primary seal body 110.
In use primary seal body 110 is connected between steel-pipe pile 300 and offshore wind turbine foundation structure 200, is risen
To the effect of sealing grouting.
It should be appreciated that the number of secondary seal 120 is not limited to 12, can be 6,8 and other any numbers, can
Realize its subpackage and splicing.
The first sealing 123 and the second sealing 124 that are connected are inclined so that split bridging type grouting sealing ring 100 is installed
Second sealing 124 is at heeling condition afterwards so that grouting can be preferably sealed in offshore wind turbine foundation structure 200
Between steel-pipe pile 300, the two can also not the presence of angle certainly, it is also possible to realize its sealing function.Said structure
First clinch 125 and the second clinch 126 in use can slitless connection, not only facilitate two time seals 120
Between connection, and also ensure that split bridging type grouting sealing ring 100 and steel-pipe pile 300 and offshore wind turbine foundation structure
It is seamless applying between 200, play good sealing function.
Made by quality of rubber materials, split bridging type grouting sealing ring 100 when in use can be good with the profile of each part
Laminating, with good sealing.The setting of multiple first connecting holes 1251 and the second connecting hole 1261 causes two sealings
Body 120 firmly can connect;The setting of multiple fixing holes 1231 enables split bridging type grouting sealing ring 100 firmly
It is connected on steel-pipe pile 300.
Form of first connecting hole 1251 for countersunk head screwed hole so that two times the docking rear bolt of seal 120 will not shadow
The installation of the sealing ring 100 that is in the milk is rung to split bridging type.Protuberance 1241 setting cause the second sealing 124 intensity compared with
Height, can preferably bear the weight of the grouting of top.
As shown in figure 5, based on Fig. 5 structure 200 and steel-pipe pile 300 attachment structure schematic diagram, the bottom of base structure 200
Portion is tubulose, and which is sheathed on outside steel-pipe pile 300, the split bridging type grouting of base structure 200 and steel-pipe pile 300 by annular
Sealing ring 100 is connected.
As shown in fig. 6, split bridging type grouting sealing ring 100 is connected between base structure 200 and steel-pipe pile 300, its
In fixing hole 1231 is offered on the first sealing 123, the first sealing 123 passes through bolt 400 and nut 410 and base structure
200 are connected, and between the screw head 401 and the first sealing 123 of bolt 400 are provided with clamping plate 131, and clamping plate 131 can be lifted firmly
Property.Second sealing 124 is fitted with steel-pipe pile 300.
The assembling of split bridging type grouting sealing ring 100 in assembling, is first completed, then the split bridging type of annular is in the milk
Sealing ring 100 is arranged on the inner side of offshore wind turbine foundation structure 200;300 pre-plugged of steel-pipe pile moves down basis in seabed
Structure 200 is inserted steel-pipe pile 300 and assembling is completed inside which, finally perfusion grouting.Split bridging type grouting sealing ring 100 it is close
Envelope acts on and grouting will not be flowed downward, by base structure 200 and steel-pipe pile 300 phase securely by treating after grouting condensation
Even.
In the top of split bridging type grouting sealing ring 100, the second sealing 124 is primarily subjected to the weight being in the milk to grout filling
Amount.As the second sealing 124 is incline structure, the second sealing of action of gravity 124 being in the milk can more closely with steel
Pile tube 300 fits, and plays better seal effect.
Sealing ring divide into multiple structures mutually spliced by the split bridging type grouting sealing ring 100 of this structure, give birth to
When producing processing, each structure is individually processed, and convenient transport and is stored after machining, and is assembled at the construction field (site) or directly
Connect and be installed on steel-pipe pile 300, can reduce manpower and materials, a workmen can complete conveyance and transport, can be with
Without by engineering machinery such as fork trucks, reducing construction cost;Without the need for considering to install the cumulative error for causing during assembling, essence is improved
Degree.
Preferred implementation of the present utility model is the foregoing is only, this utility model is not limited to, for
For those skilled in the art, this utility model can have various modifications and variations.It is all in spirit of the present utility model and former
Within then, any modification, equivalent substitution and improvements made etc. are should be included within protection domain of the present utility model.
Claims (10)
1. a kind of split bridging type is in the milk sealing ring, for sealing offshore wind turbine foundation structure and steel-pipe pile, it is characterised in that bag
The primary seal body of annular is included, the primary seal body includes end to end multiple seals;Two neighboring described seal
Between be detachably connected;Each described seal includes that for connecting the offshore wind turbine foundation structure first connects
Portion and the second connecting portion for connecting the steel-pipe pile.
2. split bridging type according to claim 1 is in the milk sealing ring, it is characterised in that described time seal includes relatively
The first sealing being obliquely installed and the second sealing, the first connecting portion are located at first sealing, and described second connects
Socket part is located at second sealing.
3. split bridging type according to claim 1 is in the milk sealing ring, it is characterised in that described seal is in its length
Two ends on direction have the first clinch and the second clinch, first clinch and the second clinch phase respectively
Match somebody with somebody.
4. split bridging type according to claim 3 is in the milk sealing ring, it is characterised in that described seal has relative
First side and second side, first clinch with threeth side concordant with the first side, described second
Clinch is with fourth side concordant with the second side.
5. according to claim 3 or 4 split bridging type grouting sealing ring, it is characterised in that first clinch and
The first connecting hole and the second connecting hole, institute after first clinch and the docking of the second clinch are respectively equipped with second clinch
State the first connecting hole and the second connecting hole overlaps.
6. split bridging type according to claim 5 is in the milk sealing ring, it is characterised in that first connecting hole or described
Second connecting hole is countersunk head screwed hole.
7. split bridging type according to claim 2 is in the milk sealing ring, it is characterised in that second sealing is near institute
The surface for stating the first sealing has outwardly protuberance, and the thickness of second sealing successively decreases from centre to two ends.
8. split bridging type according to claim 1 is in the milk sealing ring, it is characterised in that the primary seal body adopts rubber
Material is made.
9. split bridging type according to claim 5 is in the milk sealing ring, it is characterised in that first connecting hole and second
Connecting hole has multiple, and first connecting hole and the second connecting hole are distributed along the width of described seal.
10. split bridging type according to claim 1 is in the milk sealing ring, it is characterised in that set in the first connecting portion
Multiple fixing holes are equipped with, the fixing hole is distributed along the length direction of described seal.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621034993.5U CN206128105U (en) | 2016-08-31 | 2016-08-31 | Components of a whole that can function independently overlap joint formula grout sealing washer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621034993.5U CN206128105U (en) | 2016-08-31 | 2016-08-31 | Components of a whole that can function independently overlap joint formula grout sealing washer |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206128105U true CN206128105U (en) | 2017-04-26 |
Family
ID=58568359
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621034993.5U Active CN206128105U (en) | 2016-08-31 | 2016-08-31 | Components of a whole that can function independently overlap joint formula grout sealing washer |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206128105U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106193096A (en) * | 2016-08-31 | 2016-12-07 | 朱荣华 | A kind of split bridging type grouting sealing ring |
CN108401436A (en) * | 2017-06-13 | 2018-08-14 | 衡橡科技股份有限公司 | A kind of elder generation's stake formula packer |
JP2020537070A (en) * | 2017-10-13 | 2020-12-17 | ローゼン スイス アクチエンゲゼルシャフトRosen Swiss AG | sticker |
WO2021082405A1 (en) * | 2019-10-30 | 2021-05-06 | 中铁大桥勘测设计院集团有限公司 | Packer and pile foundation structure |
-
2016
- 2016-08-31 CN CN201621034993.5U patent/CN206128105U/en active Active
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106193096A (en) * | 2016-08-31 | 2016-12-07 | 朱荣华 | A kind of split bridging type grouting sealing ring |
CN108401436A (en) * | 2017-06-13 | 2018-08-14 | 衡橡科技股份有限公司 | A kind of elder generation's stake formula packer |
WO2018227357A1 (en) * | 2017-06-13 | 2018-12-20 | 衡橡科技股份有限公司 | Packer allowing piling to be performed first |
JP2020537070A (en) * | 2017-10-13 | 2020-12-17 | ローゼン スイス アクチエンゲゼルシャフトRosen Swiss AG | sticker |
JP7326260B2 (en) | 2017-10-13 | 2023-08-15 | ローゼン スイス アクチエンゲゼルシャフト | sticker |
WO2021082405A1 (en) * | 2019-10-30 | 2021-05-06 | 中铁大桥勘测设计院集团有限公司 | Packer and pile foundation structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206128105U (en) | Components of a whole that can function independently overlap joint formula grout sealing washer | |
CN2881142Y (en) | Improved combined tower structure suitable for wind wheel machine and other application | |
CN201506979U (en) | Grouting connection structure for pile foundation and jacket leg of offshore wind turbine | |
CN103233481B (en) | A kind of jacket support structure connected that is in the milk | |
CN207715298U (en) | A kind of transformation segment attachment device for Wind turbines mixing pylon | |
CN107061180B (en) | A kind of tower cylinder for wind power generation fittable slackening device | |
CN110453714B (en) | Offshore wind power jacket gravity type cylindrical foundation structure and construction method thereof | |
CN110130387A (en) | A kind of building technology of integrated form set cage | |
CN109853609A (en) | A kind of offshore wind farm combination foundation | |
CN205399472U (en) | Marine wind power jacket basis changeover portion and marine wind power jacket basis | |
CN109469089A (en) | A kind of interpolation type offshore wind farm jacket basis carrying steady pipe casing and construction method | |
CN209538210U (en) | A kind of interpolation type offshore wind farm jacket basis carrying steady pipe casing | |
CN103334435B (en) | Multi-pile pile-embracing machine | |
CN107725281B (en) | It puts more energy into a kind of fragment assembled T-steel wind energy conversion system steel cylinder tower section | |
CN101967833B (en) | multi-pile bearing platform foundation based connecting structure between fan tower drum and pile foundation | |
CN201443475U (en) | Sectional type high-power wind turbine tower | |
CN209636843U (en) | Offshore wind turbine suction bucket jacket large-diameter pile composite foundation | |
CN209603168U (en) | A kind of offshore wind farm combination foundation | |
CN106193096A (en) | A kind of split bridging type grouting sealing ring | |
KR101549194B1 (en) | The mounting structure and method of offshore wind power generator mono file type | |
CN102787988A (en) | Method for installing offshore wind generating set | |
CN103174159B (en) | Offshore wind turbine single pipe pile foundation device | |
CN216185899U (en) | Pontoon connection structure for offshore wind turbine generator system | |
CN201661107U (en) | Tower variable cross-section combined joint | |
US20150068150A1 (en) | Flange assembly for a tower segment |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20210916 Address after: 572024 No. 404, 4th floor, building 1, UFIDA Industrial Park, yazhouwan science and Technology City, Yazhou District, Sanya City, Hainan Province Patentee after: Hainan Hongde Offshore Engineering Technology Co.,Ltd. Address before: 528400 No. 25, Jiangling West Road, Torch Development Zone, Zhongshan City, Guangdong Province Patentee before: Zhu Ronghua |