CN203213135U - Jacket supporting structure connected through grouting - Google Patents
Jacket supporting structure connected through grouting Download PDFInfo
- Publication number
- CN203213135U CN203213135U CN 201320191973 CN201320191973U CN203213135U CN 203213135 U CN203213135 U CN 203213135U CN 201320191973 CN201320191973 CN 201320191973 CN 201320191973 U CN201320191973 U CN 201320191973U CN 203213135 U CN203213135 U CN 203213135U
- Authority
- CN
- China
- Prior art keywords
- jacket
- grouting
- piling bar
- slit
- supporting leg
- 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.)
- Withdrawn - After Issue
Links
Images
Landscapes
- Underground Or Underwater Handling Of Building Materials (AREA)
- Foundations (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses a jacket supporting structure connected through grouting. A plurality of hollow steel piles are driven into the seabed to be fixed in advance. Grouting guide pipes are welded to jacket supporting legs. The upper end of each grouting guide pipe is arranged on a jacket platform. The tail ends of the jacket supporting legs are inserted into end openings of the upper ends of the steel piles together, and therefore connection gaps are formed. The tail end of each grouting guide pipe is inserted into one connection gap. Construction personnel can guide concrete slurry into the connection gaps between the jacket supporting legs and the steel piles on the jacket platform through the grouting guide pipes, and therefore reliable connection between the jacket supporting legs and the steel piles is guaranteed. The jacket supporting structure connected through grouting has the advantages of being low in construction cost, low in level of construction difficulty, and convenient to operate.
Description
[technical field]
The utility model relates to the jacket braced structures of offshore wind generating, especially a kind of jacket braced structures of being in the milk and connecting.
[background technology]
Application and popularization along with offshore wind generating, especially the fast development of the marine wind field of high-power wind-driven generator and deep water, usually adopt in light weight, transportation and jacket easy for installation as the base support structure of offshore wind generating, during construction, earlier piling bar being squeezed into the seabed fixes, with the terminal piling bar upper end port that inserts of jacket supporting leg, guide pipe support supporting leg is clogged the concrete slurry with being connected of piling bar between the slit more afterwards, makes it to connect reliable again.But the sea is rough, clogs concrete slurry construction operation difficulty under water, and have a large amount of concrete slurries to be wasted, and increases construction cost.Therefore can have a strong impact on the installation of offshore wind generating base support structure.
The utility model is is namely researched and proposed at the deficiencies in the prior art.
[utility model content]
The technical problems to be solved in the utility model provides a kind of jacket braced structures of being in the milk and connecting, the piling bar of some hollows is squeezed into the seabed earlier to be fixed, be welded with the grouting conduit on the described jacket supporting leg, grouting conduit upper end is located on the jacket platform, the terminal piling bar upper end port that inserts of conduit support leg, form and connect the slit, the grouting catheter tip inserts and connects the slit, the constructor utilizes the grouting conduit at jacket platform, just can be with the be connected slit of concrete slurry importing jacket supporting leg with piling bar, guarantee that the jacket supporting leg reliably is connected with piling bar, effectively reduce the consumption of concrete slurry, reduced construction cost, also reduced difficulty of construction simultaneously, operation is convenient.
For solving the problems of the technologies described above, the utility model, adopt following technical scheme:
A kind of jacket braced structures of being in the milk and connecting of the utility model, comprise for the jacket platform that wind-driven generator is installed and the piling bar of some upper end open hollows, described piling bar one end is used for squeezing into the seabed to be fixed, be provided with the jacket supporting leg between described jacket platform and the piling bar, described jacket supporting leg is provided with the grouting conduit, described grouting conduit upper end is located on the jacket platform, described conduit support leg is terminal to be inserted in the port of piling bar upper end, form and connect the slit, described grouting catheter tip inserts and connects the slit, is used for the concrete slurry is imported the connection slit.
Described piling bar upper end port inner wall is provided with sealing ring, described jacket supporting leg passes sealing ring and is connected with piling bar, described grouting catheter tip is positioned on the sealing ring, sealing ring can be ring washer, ring washer can adopt rubber or steel material, and port inner wall is provided with sealing ring in described piling bar upper end, when being in the milk, the materials of concrete slurry can be further reduced, unnecessary filling can be reduced.
As improvement of the present utility model, described grouting catheter tip is provided with bifurcated pipe, and bifurcated pipe can make the concrete grout material fast the jacket supporting leg be expired with the slit filling that is connected of piling bar, increases work efficiency.
As improvement of the present utility model, described bifurcated pipe is two, comprise the short breeches pipe that is connected top, slit that is inserted into jacket supporting leg and piling bar and be inserted into the bar fork pipe that be connected slit bottom of jacket supporting leg with piling bar, adopt the bifurcated pipe that one is long and the other is short, can be in the milk by an other breeches pipe when problem such as obstruction, damage occurring when breeches pipe wherein, thereby guaranteed carrying out smoothly of grouting construction.
Described grouting conduit and jacket supporting leg are welded to connect, and are provided with the reinforcement support bar between described adjacent two jacket supporting legs.
A kind of jacket braced structures of being in the milk and connecting of the utility model, the piling bar of some hollows is squeezed into the seabed earlier to be fixed, be welded with the grouting conduit on the described jacket supporting leg, grouting conduit upper end is located on the jacket platform, the conduit support leg is terminal to be inserted in the port of piling bar upper end, form and connect the slit, the end of grouting conduit inserts and connects the slit, the constructor utilizes the grouting conduit at jacket platform, just can be with the be connected slit of concrete slurry importing jacket supporting leg with piling bar, guarantee that the jacket supporting leg reliably is connected with piling bar, the grouting catheter tip adopts the bifurcated pipe structure, the concrete slurry can be expired the jacket supporting leg fast with the slit filling that is connected of piling bar, increase work efficiency, and bifurcated pipe is designed to short breeches pipe and the bar fork pipe that one is long and the other is short, when wherein breeches pipe appearance obstruction, during problems such as damage, can be in the milk by an other breeches pipe, thereby guaranteed carrying out smoothly of grouting construction, in the port of described piling bar upper end, be provided with sealing ring, when being in the milk, the materials of concrete slurry can be further reduced, unnecessary filling can be reduced.It is low to the utlity model has construction cost, and the little and operation of difficulty of construction is characteristics easily.
[description of drawings]
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail, wherein:
Fig. 1 is structural representation of the present utility model.
Fig. 2 is sectional view of the present utility model.
Fig. 3 is the enlarged diagram of label A among Fig. 1.
Fig. 4 is the enlarged diagram of label B among Fig. 2.
[specific embodiment]
Below in conjunction with accompanying drawing embodiment of the present utility model is elaborated.
A kind of jacket braced structures of being in the milk and connecting of the utility model, comprise for the jacket platform 1 that wind-driven generator is installed and the piling bar 3 of some upper end open hollows, described piling bar 3 one ends are used for squeezing into the seabed to be fixed, be provided with jacket supporting leg 4 between described jacket platform 1 and the piling bar 3, described jacket supporting leg 4 is provided with grouting conduit 5, described grouting conduit 5 upper ends are located on the jacket platform 1, described conduit support leg 4 terminal insertions in the piling bar 3 upper end ports, form and connect slit 8, described grouting conduit 5 terminal insertions connect slit 8, are used for the importing of concrete slurry is connected slit 8.
Described piling bar 3 upper end port inner walls are provided with sealing ring 6, and the hole that described jacket supporting leg 4 passes sealing ring 6 is connected with piling bar 3, and described grouting conduit 5 ends are positioned on the sealing ring 6.
Described grouting conduit 5 ends are provided with bifurcated pipe 7, and described bifurcated pipe 7 is two, comprise the short breeches pipe 71 that is connected 8 tops, slit that stretches to jacket supporting leg 4 and piling bar 3 and stretch to the bar fork pipe 72 that be connected slit 8 bottoms of jacket supporting leg 4 with piling bar 3.
Described grouting conduit 5 is welded to connect with jacket supporting leg 4, is provided with between described adjacent two jacket supporting legs 4 to strengthen support bar 2.
During construction operation, according to the actual needs, some piling bars 3 are squeezed into the seabed to be fixed, piling bar 3 is the pipe fitting of upper shed hollow, the jacket supporting leg 4 that will be welded with grouting conduit 5 then inserts in the piling bar 3 upper end ports, jacket supporting leg 4 forms with the junction of piling bar 3 and is connected slit 8, and the end of grouting conduit 5 connects slit 8; Build again for the jacket platform 1 that wind-driven generator is installed in jacket supporting leg 4 upper ends, and support bar 2 is strengthened in interconnection between adjacent jacket supporting leg 4, the upper end of grouting conduit 5 is located on the jacket platform 1, by grouting conduit 5, the constructor 1 of jacket platform can guide pipe support supporting leg 4 with piling bar 3 be connected slit 8 filling concrete slurries, make it to be connected firmly, reliably.
Grouting conduit 5 terminal bifurcated pipe 7 structure designs that adopt, the concrete slurry can be expired jacket supporting leg 4 fast with slit 8 fillings that are connected of piling bar 3, increase work efficiency, and bifurcated pipe 7 is designed to short breeches pipe 71 and the bar fork pipe 72 that one is long and the other is short, when problem such as obstruction, damage occurring when breeches pipe wherein, can be in the milk by an other breeches pipe, thereby guarantee carrying out smoothly of grouting construction; Be provided with sealing ring 6 in the hole of described piling bar 3 upper ends, when being in the milk, can further reduce the materials of concrete slurry, to reduce unnecessary filling, construction cost is low.
Claims (5)
1. jacket braced structures of being in the milk and connecting, it is characterized in that comprising for the jacket platform (1) that wind-driven generator is installed and the piling bar (3) of some upper end open hollows, described piling bar (3) one ends are used for squeezing into the seabed to be fixed, be provided with jacket supporting leg (4) between described jacket platform (1) and the piling bar (3), described jacket supporting leg (4) is provided with grouting conduit (5), described grouting conduit (5) upper end is located on the jacket platform (1), in the port of described conduit support leg (4) terminal insertion piling bar (3) upper end, form and connect slit (8), the terminal insertion of described grouting conduit (5) connects slit (8), is used for the importing of concrete slurry is connected slit (8).
2. by the described a kind of jacket braced structures of being in the milk and connecting of claim 1, it is characterized in that described piling bar (3) upper end port inner wall is provided with sealing ring (6), described jacket supporting leg (4) passes sealing ring (6) and is connected with piling bar (3), and described grouting conduit (5) end is positioned on the sealing ring (6).
3. by claim 1 or 2 described a kind of jacket braced structuress of being in the milk and connecting, it is characterized in that described grouting conduit (5) end is provided with bifurcated pipe (7).
4. by the described a kind of jacket braced structures of being in the milk and connecting of claim 3, it is characterized in that described bifurcated pipe (7) is two, comprise and insert the short breeches pipe (71) that connects top, slit (8) is connected bottom, slit (8) with insertion bar fork pipe (72).
5. by the described a kind of jacket braced structures of being in the milk and connecting of claim 1, it is characterized in that described grouting conduit (5) and jacket supporting leg (4) are welded to connect, be provided with between described adjacent two jacket supporting legs (4) and strengthen support bar (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320191973 CN203213135U (en) | 2013-04-17 | 2013-04-17 | Jacket supporting structure connected through grouting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320191973 CN203213135U (en) | 2013-04-17 | 2013-04-17 | Jacket supporting structure connected through grouting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203213135U true CN203213135U (en) | 2013-09-25 |
Family
ID=49202683
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320191973 Withdrawn - After Issue CN203213135U (en) | 2013-04-17 | 2013-04-17 | Jacket supporting structure connected through grouting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203213135U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103233481A (en) * | 2013-04-17 | 2013-08-07 | 广东明阳风电产业集团有限公司 | Jacket support structure capable of being connected through grouting |
| CN105064388A (en) * | 2015-07-08 | 2015-11-18 | 重庆大学 | Truss type rear column structure and foundation for boarding bridge and construction method for truss type rear column structure and foundation |
| CN105887786A (en) * | 2016-05-23 | 2016-08-24 | 中交武汉港湾工程设计研究院有限公司 | Deepwater platform construction device and construction method based on high flow speed and large waves |
-
2013
- 2013-04-17 CN CN 201320191973 patent/CN203213135U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103233481A (en) * | 2013-04-17 | 2013-08-07 | 广东明阳风电产业集团有限公司 | Jacket support structure capable of being connected through grouting |
| CN103233481B (en) * | 2013-04-17 | 2015-08-12 | 广东明阳风电产业集团有限公司 | A kind of jacket support structure connected that is in the milk |
| CN105064388A (en) * | 2015-07-08 | 2015-11-18 | 重庆大学 | Truss type rear column structure and foundation for boarding bridge and construction method for truss type rear column structure and foundation |
| CN105064388B (en) * | 2015-07-08 | 2017-03-29 | 重庆大学 | Basis and its construction method for the truss-like rear column structure of connecting bridge |
| CN105887786A (en) * | 2016-05-23 | 2016-08-24 | 中交武汉港湾工程设计研究院有限公司 | Deepwater platform construction device and construction method based on high flow speed and large waves |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103233481A (en) | Jacket support structure capable of being connected through grouting | |
| CN103470026B (en) | Basement external wall single-face framework erecting system and construction method | |
| CN104264704A (en) | Combination type hexagon buoyancy tank foundation for seaborne anemometer tower | |
| CN203213135U (en) | Jacket supporting structure connected through grouting | |
| CN101761090A (en) | Space truss multi-barrel base of offshore wind power unit | |
| CN203701123U (en) | Shallow sea varying diameter single pile foundation | |
| CN204676584U (en) | A kind of high stake truss-like offshore wind turbine foundation structure | |
| CN202124862U (en) | Spiral-anchor plate type composite foundation | |
| CN201593193U (en) | Space truss type multi-bucket foundation of seaborne wind-power generator unit | |
| CN103953055A (en) | Offshore wind power generator set waterborne four-pile foundation | |
| CN203924046U (en) | Shallow sea wind power facility suction pile | |
| CN102619214B (en) | U-shaped interface steel sheet pile and application thereof in enclosure for foundation pit | |
| CN105804111B (en) | A kind of Length discrepancy leg offshore wind farm jacket basis and its construction method | |
| CN202139590U (en) | Auxiliary pile washout device of self-elevating platform | |
| CN204174638U (en) | Underground structure ruggedized construction | |
| CN204608823U (en) | A kind of anchor bar bundle embedding rock formula offshore wind turbine High-Rise Pile Cap Foundation | |
| CN202530441U (en) | U-shaped connector steel sheet pile | |
| CN201411676Y (en) | Simple wellhead oil production platform | |
| CN204875811U (en) | Combined type multirow stake underground structure | |
| CN205776308U (en) | A kind of Length discrepancy lower limb offshore wind farm catheterostat basis | |
| CN205046537U (en) | Naked rock platform of deep water | |
| CN204959733U (en) | Bored concrete pile steel reinforcement cage structure | |
| CN203924089U (en) | For the pile foundation of offshore wind farm facility | |
| CN103277262A (en) | Offshore wind power generating set foundation structure | |
| CN203891048U (en) | Overwater four-pile foundation of offshore wind generation set |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130925 Effective date of abandoning: 20150812 |
|
| RGAV | Abandon patent right to avoid regrant |