CN108506570A - Integral type submarine pipeline suspended span restraining device - Google Patents
Integral type submarine pipeline suspended span restraining device Download PDFInfo
- Publication number
- CN108506570A CN108506570A CN201810203342.1A CN201810203342A CN108506570A CN 108506570 A CN108506570 A CN 108506570A CN 201810203342 A CN201810203342 A CN 201810203342A CN 108506570 A CN108506570 A CN 108506570A
- Authority
- CN
- China
- Prior art keywords
- several
- counterweight
- submarine pipeline
- connecting rods
- integral 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.)
- Pending
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/12—Laying or reclaiming pipes on or under water
- F16L1/16—Laying or reclaiming pipes on or under water on the bottom
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/12—Laying or reclaiming pipes on or under water
- F16L1/20—Accessories therefor, e.g. floats, weights
Abstract
A kind of integral type submarine pipeline suspended span restraining device, including:For to submarine pipeline carry out stability counterweight, covering protection and several counterweight blocks of cross processing, by several counterweight attachment devices that several counterweight blocks link together, the unhurried current Anti-scouring device being separately mounted in several counterweight attachment devices, loaded filter device in several counterweight blocks and counterweight attachment device bottom is set; wherein, which includes:Several pedestals, the artificial cursive script being vertically set on pedestal;The counterweight attachment device is equipped with:Several connecting rods of counterweight bulk inner are separately positioned on, which is connected as one;The artificial cursive script is separately mounted on several connecting rods;Several counterweight blocks are docked with several connecting rods and are integrated again.The present invention not only enables submarine pipeline wash away with inhibiting ocean underflow, solves the problems, such as or slow down long-term suspended span risk and harm caused by submarine pipeline;Moreover, improving the efficiency of operation on the sea.
Description
Technical field
The present invention relates to submarine pipeline more particularly to a kind of integral type submarine pipeline for administering submarine pipeline suspended span are outstanding
Across restraining device.Belong to ocean engineering field.
Background technology
Submarine pipeline is the core component in marine oil gas field development engineering.Currently, due to complexity such as seabed scourings
There is hanging phenomenon in the influence of environment, more and more submarine pipelines so that submarine pipeline receives seriously threaten safely, sea
The pipe suspended span improvement of bottom sea has become a urgent problem.
To solve the above-mentioned problems, the measure of the hanging improvement of existing submarine pipeline includes:Underwater stub supporting methods, water
The methods of lower support fixation, flexible hose bridging method, geotextiles method, bionic aquatic weed flexible protective method and briquetting covering protection;
But above-mentioned these method regulation effects are unsatisfactory.Since operation on the sea quantities is larger, construction cost is higher;And
Since long-term regulation effect is bad, cause it that need to carry out repeatedly project treatment repeatedly, it can not the extra large pipe suspended span of once and for all solution
Problem.
Invention content
It is a primary object of the present invention to overcome disadvantages mentioned above of the existing technology, and provide a kind of integral type Submarine Pipeline
Suspended span restraining device in road not only enables submarine pipeline wash away with inhibiting ocean underflow, solves or slow down long-term suspended span pair
Risk caused by submarine pipeline and harm problem;Moreover, being obviously improved the efficiency of operation on the sea, construction risk and expense are reduced
With.
The purpose of the present invention is what is realized by following technical scheme:
A kind of integral type submarine pipeline suspended span restraining device, it is characterised in that:Including:For carrying out stability to submarine pipeline
Counterweight, covering protection and several counterweight blocks of cross processing, by several counterweight blocks link together it is several with reconnection
Device, the unhurried current Anti-scouring device being separately mounted in several counterweight attachment devices, setting in several counterweight blocks and match reconnection
The loaded filter device of connection device bottom, wherein the unhurried current Anti-scouring device includes:Several pedestals are vertically set on pedestal
Artificial cursive script;The counterweight attachment device is equipped with:Several connecting rods of counterweight bulk inner are separately positioned on, several connecting rods
Part is connected as one;The artificial cursive script is separately mounted on several connecting rods;Several counterweight blocks again with several connecting rods
Part docking is integrated.
It is connected and composed as reticular structure between several pedestals.
The connecting rod is the frame-type knot being made of several vertical steel skeletons and several circumferential steel connecting rods
Structure.
The loaded filter device is connected and composed by the high-strength woven fabric of anti-filter and wound and bound rope, for slowing down flow velocity, fixing the sand, and is promoted
It becomes silted up.
Beneficial effects of the present invention:The present invention due to the adoption of the above technical scheme, not only enables submarine pipeline to inhibit
It washes away to ocean underflow, solves the problems, such as or slow down long-term suspended span risk and harm caused by submarine pipeline;Moreover, significantly carrying
The efficiency for having risen operation on the sea, reduces construction risk and expense.
Description of the drawings
Fig. 1 is overall structure of the present invention.
Figure 1A is overall structure sectional view of the present invention.
Fig. 2 is Artificial grass of the present invention unhurried current Anti-scouring device schematic diagram.
Fig. 3 is counterweight attachment device of the present invention and loaded filter schematic device.
Fig. 4 is counterweight attachment device single block schematic diagram of the present invention.
Major Symbol explanation in figure:
1. the Anti-scouring device that flows slowly, 2. counterweight attachment devices, 3. loaded filter devices, 4. flexible connection nettles, 5. connecting rods
Part, 6. lifting hawsers.
Specific implementation mode
As Figure 1-Figure 4, the present invention includes:For carrying out stability counterweight, covering protection and infall to submarine pipeline
Several counterweight blocks of reason, by several counterweight attachment devices 2 that several counterweight blocks link together, be separately mounted to several match
Loaded filter in 2 bottom of several counterweight blocks and counterweight attachment device is arranged in unhurried current Anti-scouring device 1 on reconnection connection device 2
Device 3, wherein the unhurried current Anti-scouring device 1 includes:Several pedestals are vertically set on pedestal using nettle binding connection type
On artificial cursive script;The counterweight attachment device 2 is equipped with:Several connections of counterweight bulk inner are separately positioned on using embedded mode
Rod piece 5, several connecting rods 5 are connected as one using flexible improving bud grafting;The artificial cursive script is separately mounted to several connections
On rod piece 5;Several counterweight blocks are integrated by lifting hawser 6 and being docked with several connecting rods 5.
Pin connection mode or flexible connection 4 improving bud grafting of nettle is used to connect and compose as netted knot between above-mentioned several pedestals
Structure.
Above-mentioned connecting rod 5 is by several (the present embodiment is four) vertical steel skeleton and several (the present embodiment four
Root) tower structure that constitutes of circumferential steel connecting rod.
Above-mentioned loaded filter device 3 is connected and composed by the high-strength woven fabric of anti-filter and wound and bound rope, for slowing down flow velocity, fixing the sand, and
Promote to become silted up.
The above described is only a preferred embodiment of the present invention, be not intended to limit the present invention in any form, it is all
It is that any simple modification, equivalent change and modification made by above example are still fallen within according to the technical essence of the invention
In the range of technical solution of the present invention.
Claims (4)
1. a kind of integral type submarine pipeline suspended span restraining device, it is characterised in that:Including:Match for carrying out stability to submarine pipeline
Weight, several counterweight blocks of covering protection and cross processing, several counterweight blocks are linked together it is several with reconnection dress
The unhurried current Anti-scouring device that set, is separately mounted in several counterweight attachment devices, setting are in several counterweight blocks and with reconnection
The loaded filter device of bottom of device, wherein the unhurried current Anti-scouring device includes:Several pedestals, the people being vertically set on pedestal
Work cursive script;The counterweight attachment device is equipped with:Several connecting rods of counterweight bulk inner are separately positioned on, several connecting rods
It is connected as one;The artificial cursive script is separately mounted on several connecting rods;Several counterweight blocks again with several connecting rods
Docking is integrated.
2. integral type submarine pipeline suspended span restraining device according to claim 1, it is characterised in that:Several pedestals it
Between connect and compose as reticular structure.
3. integral type submarine pipeline suspended span restraining device according to claim 1, it is characterised in that:The connecting rod is
The tower structure being made of several vertical steel skeletons and several circumferential steel connecting rods.
4. integral type submarine pipeline suspended span restraining device according to claim 1, it is characterised in that:The loaded filter device
It is to be connected and composed by the high-strength woven fabric of anti-filter and wound and bound rope, for slowing down flow velocity, fixing the sand, and promotees to become silted up.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810203342.1A CN108506570A (en) | 2018-03-13 | 2018-03-13 | Integral type submarine pipeline suspended span restraining device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810203342.1A CN108506570A (en) | 2018-03-13 | 2018-03-13 | Integral type submarine pipeline suspended span restraining device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108506570A true CN108506570A (en) | 2018-09-07 |
Family
ID=63377576
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810203342.1A Pending CN108506570A (en) | 2018-03-13 | 2018-03-13 | Integral type submarine pipeline suspended span restraining device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108506570A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109518729A (en) * | 2018-11-12 | 2019-03-26 | 北京汇力智能科技有限公司 | A kind of flow slowing device for preventing seafloor scour unhurried current pad and its applied |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1621723A (en) * | 2003-11-28 | 2005-06-01 | 栾刚 | Protection sinking mattress of seabed pipe line and manufacturing method thereof |
CN101265696A (en) * | 2007-03-17 | 2008-09-17 | 中国科学院海洋研究所 | Sea floor corrosion-proof and silt-promoting system and its uses |
CN102297289A (en) * | 2011-08-08 | 2011-12-28 | 胜利油田龙玺石油工程服务有限责任公司 | Method for treating suspension of submarine pipeline by covering of bionic aquatic weeds |
CN106192893A (en) * | 2009-02-24 | 2016-12-07 | 防冲系统有限公司 | For suppressing or weaken the method for seafloor scour and cable or pipeline protection against erosion pad |
CN206956794U (en) * | 2017-04-17 | 2018-02-02 | 中山市华蕴新能源科技有限公司 | Bionic grass device for underwater scour prevention protection |
CN107740887A (en) * | 2017-10-24 | 2018-02-27 | 佛山科学技术学院 | A kind of anti-hanging structure of offshore oilfield pipeline |
-
2018
- 2018-03-13 CN CN201810203342.1A patent/CN108506570A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1621723A (en) * | 2003-11-28 | 2005-06-01 | 栾刚 | Protection sinking mattress of seabed pipe line and manufacturing method thereof |
CN101265696A (en) * | 2007-03-17 | 2008-09-17 | 中国科学院海洋研究所 | Sea floor corrosion-proof and silt-promoting system and its uses |
CN106192893A (en) * | 2009-02-24 | 2016-12-07 | 防冲系统有限公司 | For suppressing or weaken the method for seafloor scour and cable or pipeline protection against erosion pad |
CN102297289A (en) * | 2011-08-08 | 2011-12-28 | 胜利油田龙玺石油工程服务有限责任公司 | Method for treating suspension of submarine pipeline by covering of bionic aquatic weeds |
CN206956794U (en) * | 2017-04-17 | 2018-02-02 | 中山市华蕴新能源科技有限公司 | Bionic grass device for underwater scour prevention protection |
CN107740887A (en) * | 2017-10-24 | 2018-02-27 | 佛山科学技术学院 | A kind of anti-hanging structure of offshore oilfield pipeline |
Non-Patent Citations (1)
Title |
---|
叶银灿: "《中国海洋灾害地质学》", 31 May 2012 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109518729A (en) * | 2018-11-12 | 2019-03-26 | 北京汇力智能科技有限公司 | A kind of flow slowing device for preventing seafloor scour unhurried current pad and its applied |
CN109518729B (en) * | 2018-11-12 | 2021-03-16 | 北京汇力智能科技有限公司 | Slow flow pad and slow flow device used for preventing seabed scouring |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
RU2607492C2 (en) | Mooring system connecting element and use thereof | |
AU2009229020B2 (en) | Method of installing an underwater riser | |
CN107089584B (en) | A kind of jacket lifting technology for binding | |
CN106015736B (en) | Submarine pipeline suspended span processing method | |
CN102349401A (en) | Underwater impending planting method for waterweed and waterweed suspension bed device in underwater ecological restoration | |
CN108506570A (en) | Integral type submarine pipeline suspended span restraining device | |
EP2853156B1 (en) | Buoyancy and connection system for rigid, metallic and/or high-weight meshes or nets | |
CN108382530A (en) | A kind of single point mooring's hull yawing motion control device | |
CN103216678A (en) | Grouting air sac method for suspending sea pipe | |
JPS5897585A (en) | Mooring arrangement | |
CN207714293U (en) | A kind of lightweight Anti-pollution barrier | |
KR100835713B1 (en) | Deep ocean water intake equipment using marine riser as the function of mooring line | |
CN106840979B (en) | Bed internal deposit in seabed pumps the long-term observation apparatus and method in situ of settling flux amount | |
CN109644955A (en) | The finishing device and method of mesopelagic (200 meter Dao1000 meter Shui Shen) demersal fishes resource | |
CN108357649A (en) | Wind and wave resistance marine devices | |
CN205213845U (en) | From tension leg type of hard and soft mating type of mooring box with a net | |
CN106912430A (en) | A kind of single anchor floating net cage framework and net cage | |
WO2013165253A1 (en) | Method and a device for maintaining or replacing a tether line | |
CN110485365A (en) | A kind of seabed protection against erosion bionic system and its construction technology and application | |
CN208908872U (en) | One kind can snorkeling truss-like net cage | |
NO339200B1 (en) | Mooring system | |
CN204968944U (en) | From unrestrained box with a net of flexonics tension leg formula anti -wind of mooring | |
CN107313415B (en) | The folding method of jack-up unit spud leg | |
CN204968927U (en) | Tension leg structure HDPE box with a net that pipe consolidated mixed type is floated from mooring | |
CN107558475A (en) | A kind of offshore construction method of mass concrete wall coping block |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180907 |