CN108506570A - Integral type submarine pipeline suspended span restraining device - Google Patents

Integral type submarine pipeline suspended span restraining device Download PDF

Info

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
Application number
CN201810203342.1A
Other languages
Chinese (zh)
Inventor
孙国民
熊海荣
雷震名
周延东
何宁
庞启秀
李林安
胡春红
崔少敏
张捷
戚晓明
倪自强
苑健康
李玉齐
李永宇
马超
王东辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tianjin University
China National Offshore Oil Corp CNOOC
Offshore Oil Engineering Co Ltd
Tianjin Research Institute for Water Transport Engineering MOT
Original Assignee
Tianjin University
China National Offshore Oil Corp CNOOC
Offshore Oil Engineering Co Ltd
Tianjin Research Institute for Water Transport Engineering MOT
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Tianjin University, China National Offshore Oil Corp CNOOC, Offshore Oil Engineering Co Ltd, Tianjin Research Institute for Water Transport Engineering MOT filed Critical Tianjin University
Priority to CN201810203342.1A priority Critical patent/CN108506570A/en
Publication of CN108506570A publication Critical patent/CN108506570A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/12Laying or reclaiming pipes on or under water
    • F16L1/16Laying or reclaiming pipes on or under water on the bottom
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/12Laying or reclaiming pipes on or under water
    • F16L1/20Accessories 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

Integral type submarine pipeline suspended span restraining device
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.
CN201810203342.1A 2018-03-13 2018-03-13 Integral type submarine pipeline suspended span restraining device Pending CN108506570A (en)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (6)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
Title
叶银灿: "《中国海洋灾害地质学》", 31 May 2012 *

Cited By (2)

* Cited by examiner, † Cited by third party
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