[go: up one dir, main page]

CN202139590U - Auxiliary pile washout device of self-elevating platform - Google Patents

Auxiliary pile washout device of self-elevating platform Download PDF

Info

Publication number
CN202139590U
CN202139590U CN 201120222545 CN201120222545U CN202139590U CN 202139590 U CN202139590 U CN 202139590U CN 201120222545 CN201120222545 CN 201120222545 CN 201120222545 U CN201120222545 U CN 201120222545U CN 202139590 U CN202139590 U CN 202139590U
Authority
CN
China
Prior art keywords
pile
floating body
pipeline
buoyancy aid
platform
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.)
Expired - Lifetime
Application number
CN 201120222545
Other languages
Chinese (zh)
Inventor
宋林松
段梦兰
王建军
赵天奉
黎剑波
陈文礼
戴兵
胡知辉
赵军
王飞
李昌亮
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.)
China University of Petroleum Beijing
China Oilfield Services Ltd
China National Offshore Oil Corp CNOOC
Original Assignee
China University of Petroleum Beijing
China Oilfield Services Ltd
China National Offshore Oil Corp CNOOC
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 China University of Petroleum Beijing, China Oilfield Services Ltd, China National Offshore Oil Corp CNOOC filed Critical China University of Petroleum Beijing
Priority to CN 201120222545 priority Critical patent/CN202139590U/en
Application granted granted Critical
Publication of CN202139590U publication Critical patent/CN202139590U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model provides an auxiliary pile washout device of a self-elevating platform, which comprises a floating body and an injection pipeline, wherein the floating body is connected with the platform, a pipeline communicating with a corresponding pile shoe is arranged in the floating body; one end of the injection pipeline is connected with a high-pressure water source and the other end of the injection pipeline is connected with the pipeline. The auxiliary pile washout device of the self-elevating platform uses the floating body to reduce a backfilling capacity of the pile pit soil body after the floating body occupies the space, so that a pile extracting resistance of the platform is reduced. The auxiliary pile washout device of the self-elevating platform uses the pipeline to wash out the soil, and can liquefy the soil body, so that the compaction of the soil body around the pile pit is reduced and even avoided, thus the purpose of reducing the pile extracting resistance is achieved.

Description

一种自升式平台辅助冲桩装置A self-elevating platform auxiliary pile flushing device

技术领域 technical field

本实用新型涉及一种自升式平台辅助冲桩装置。The utility model relates to an auxiliary pile punching device for a self-elevating platform.

背景技术 Background technique

自升式钻井平台是海上油田开发的重要设备,目前我国主要还是利用自升式平台进行海洋油气的钻探作业。自升式平台作业前的一项重要工作是进行插桩和压载,即利用平台的重量和压载水的重量将平台桩腿、桩靴插入到一定深度,以抵御平台作业载荷和环境载荷。但在很多海域,由于海床土体承载力差,桩靴可能贯入到泥线以下较大深度,如30米以上。如果平台作业周期较长,平台桩坑坍塌的泥土及回淤的泥土将在桩靴以上形成板结,增大拔桩阻力,在拔桩过程中甚至出现平台设备损伤的情况。The jack-up drilling platform is an important equipment for offshore oilfield development. At present, my country mainly uses jack-up platforms for offshore oil and gas drilling operations. An important task before the operation of the jack-up platform is to insert piles and ballast, that is, to use the weight of the platform and the weight of the ballast water to insert the platform legs and spud cans to a certain depth to resist the platform's operating load and environmental load . However, in many sea areas, due to the poor bearing capacity of the seabed soil, the spud cans may penetrate to a greater depth below the mud line, such as more than 30 meters. If the operation period of the platform is long, the collapsed soil of the platform pile pit and the silted soil will form compaction above the pile can, increasing the pile pulling resistance, and even the platform equipment will be damaged during the pile pulling process.

实用新型内容 Utility model content

本实用新型要解决的技术问题是提供一种可以克服桩靴以上土体板结、有效提高平台许可极限插桩深度的辅助冲桩装置。The technical problem to be solved by the utility model is to provide an auxiliary pile punching device that can overcome the compaction of the soil above the pile shoe and effectively increase the depth of pile insertion at the allowable limit of the platform.

为了解决上述问题,本实用新型提供了一种自升式平台辅助冲桩装置,包括:In order to solve the above problems, the utility model provides a self-elevating platform auxiliary pile flushing device, including:

浮体,所述浮体连接平台,所述浮体内设置连通对应桩靴的管道;A floating body, the floating body is connected to the platform, and a pipeline communicating with the corresponding spud can is arranged in the floating body;

注入管线,所述注入管线一端连接高压水源,另一端连接所述管道。An injection pipeline, one end of the injection pipeline is connected to a high-pressure water source, and the other end is connected to the pipeline.

进一步,所述浮体包括上浮体、中浮体及下浮体。Further, the floating body includes an upper floating body, a middle floating body and a lower floating body.

进一步,所述上浮体、中浮体及下浮体之间管道通过对位接头连接。Further, the pipelines among the upper floating body, the middle floating body and the lower floating body are connected by alignment joints.

进一步,所述上浮体与中浮体通过吊耳固定连接平台桩腿;所述下浮体底部与平台桩靴之间焊接。Further, the upper floating body and the middle floating body are fixedly connected to the platform legs through lifting lugs; the bottom of the lower floating body is welded to the platform spud cans.

进一步,所述浮体内设置有用于充气的气囊。Further, an air bag for inflating is arranged in the buoyant body.

进一步,所述浮体内设置有用于加强强度的环形板。Further, an annular plate for strengthening strength is arranged in the buoyant body.

本实用新型具有如下优点:The utility model has the following advantages:

1、本实用新型中设置浮体,浮体占据空间后能够减少桩坑土体的回填量,从而减少平台的拔桩阻力;本实用新型利用管道冲刷泥土,能够液化土体,降低桩坑周围土体板结甚至避免板结,到达减少拔桩阻力的目的。1. The utility model is equipped with a floating body, which can reduce the backfilling amount of the soil in the pile pit after the floating body occupies the space, thereby reducing the pile pullout resistance of the platform; Hardening or even avoid hardening, to achieve the purpose of reducing the resistance of pile pulling.

2、本实用新型结构简单,可操作性强,且易实现,制作成本低廉,使用可靠性高,便于推广使用。2. The utility model is simple in structure, strong in operability, easy to implement, low in production cost, high in use reliability, and easy to popularize and use.

附图说明 Description of drawings

下面结合附图对本实用新型的实施方式作进一步说明:Below in conjunction with accompanying drawing, the embodiment of the present utility model is further described:

图1示出了本实用新型一种自升式平台辅助冲桩装置结构示意图。Fig. 1 shows a structural schematic diagram of a self-elevating platform auxiliary pile punching device of the present invention.

具体实施方式 Detailed ways

如图1所示,本实用新型包括浮体1与注入管线2。其中浮体1用于阻挡淤泥并连通水源;注入管线2用于向浮体1管道11中注入高压水,从而实现对平台3桩靴31上淤泥的冲刷。As shown in FIG. 1 , the utility model includes a floating body 1 and an injection pipeline 2 . The floating body 1 is used to block the silt and connect to the water source; the injection pipeline 2 is used to inject high-pressure water into the pipeline 11 of the floating body 1, so as to realize the flushing of the silt on the spud cans 31 of the platform 3 .

浮体1内可浸入海水,但不可浸入淤泥,浸入海水后可与海水等重。浮体1内还可进行充气,以便进行平台3的辅助拔桩。浮体1连接平台3,占用平台3内空间,以便阻挡淤泥。浮体1内设置连通对应桩靴31的管道11,该管道11可将注入管线2中的高压水导流到桩靴31上,从而对桩靴31进行冲刷,避免淤泥板化及积压在桩靴31上。Can be immersed in seawater in the floating body 1, but can not be immersed in silt, can equal weight with seawater after immersing in seawater. Inflation can also be carried out in the floating body 1, so that the auxiliary pile extraction of the platform 3 is carried out. The floating body 1 is connected to the platform 3 and occupies the inner space of the platform 3 so as to block silt. A pipeline 11 connected to the corresponding spud can 31 is arranged in the buoyant body 1. The pipeline 11 can guide the high-pressure water injected into the pipeline 2 to the spud can 31, thereby washing the spud can 31 and avoiding silt formation and accumulation on the spud can. 31 on.

注入管线2一端连接高压水源,另一端连接管道11。注入管线2可将高压水注入到浮体1的管道11内,并通过该管道11冲刷桩靴31。One end of the injection pipeline 2 is connected to a high-pressure water source, and the other end is connected to a pipeline 11 . The injection pipeline 2 can inject high-pressure water into the pipeline 11 of the floating body 1 , and flush the spud can 31 through the pipeline 11 .

本实用新型中采用浮体1,浮体1占据空间后能够减少桩坑土体的回填量,从而减少平台3的拔桩阻力;本实用新型利用管道11冲刷泥土,能够液化土体,降低桩坑周围土体板结甚至避免板结,到达减少拔桩阻力的目的。The utility model adopts the floating body 1, and the space occupied by the floating body 1 can reduce the backfilling amount of the pile pit soil, thereby reducing the pile pulling resistance of the platform 3; Soil compaction or even avoid compaction, to achieve the purpose of reducing pile pulling resistance.

本实用新型中,浮体1包括上浮体12、中浮体13及下浮体14。由于平台3较大,所以如果使用一体浮体,体积大,不容易制作,制作成本很高,采用分体制作,还容易实现标准化,根据客观需要增加浮体1数量。In the present invention, the floating body 1 includes an upper floating body 12 , a middle floating body 13 and a lower floating body 14 . Since the platform 3 is relatively large, if an integrated floating body is used, it will be bulky, difficult to manufacture, and the production cost is very high. If it is made in separate parts, it is easy to achieve standardization, and the number of floating bodies 1 can be increased according to objective needs.

本实用新型中,上浮体12、中浮体13及下浮体14之间管道11通过对位接头15连接。通过对位接头15,可实现管道11的连通。通常可采用管螺纹进行连接,以方便连接与密封。In the present utility model, the pipelines 11 among the upper floating body 12 , the middle floating body 13 and the lower floating body 14 are connected through alignment joints 15 . Through the alignment joint 15, the communication of the pipeline 11 can be realized. Generally, pipe threads can be used for connection to facilitate connection and sealing.

本实用新型中,上浮体12与中浮体13通过吊耳16固定连接平台3桩腿32;下浮体14底部与平台3桩靴31之间焊接。吊耳16可方便连接桩腿32,且方便浮体1在平台3上的安装与拆卸。In the utility model, the upper floating body 12 and the middle floating body 13 are fixedly connected to the legs 32 of the platform 3 through the lugs 16; the bottom of the lower floating body 14 is welded to the spud shoes 31 of the platform 3 . The lugs 16 can be conveniently connected to the pile legs 32, and facilitate the installation and disassembly of the buoyant body 1 on the platform 3.

本实用新型中,浮体1内设置有用于充气的气囊17。在下桩时该气囊17无须充气,在需要拔桩时可在气囊17中充入气体,以便减轻平台总体重量,实现辅助拔桩。In the present utility model, an air bag 17 for inflating is arranged in the floating body 1 . This airbag 17 needn't be inflated when pile is lowered, can be filled with gas in airbag 17 when needing pile pulling, so that reduce platform overall weight, realize auxiliary pile pulling.

本实用新型中,浮体1内设置有用于加强强度的环形板18。使用环形板18可加强浮体1强度,避免浮体1在海水冲击下被损坏。In the utility model, an annular plate 18 for strengthening strength is arranged inside the floating body 1 . The use of the annular plate 18 can strengthen the strength of the floating body 1 and prevent the floating body 1 from being damaged under the impact of seawater.

本实用新型结构简单,可操作性强,且易实现,制作成本低廉,使用可靠性高,便于推广使用。The utility model has the advantages of simple structure, strong operability, easy realization, low manufacturing cost, high use reliability and convenient popularization and use.

综上所述,以上仅为本实用新型的较佳实施例而已,并非用于限定本实用新型的保护范围,因此,凡在本实用新型的精神和原则之内所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。In summary, the above are only preferred embodiments of the present utility model, and are not used to limit the scope of protection of the present utility model. Therefore, any modifications, equivalent replacements, Improvements and the like should all be included within the protection scope of the present utility model.

Claims (6)

1. the auxiliary pile punching apparatus of jack-up unit is characterized in that, comprising:
Buoyancy aid, said buoyancy aid connects platform, and the pipeline that is communicated with corresponding shoe is set in the said buoyancy aid;
Inject pipeline, said injection pipeline one end connects high-pressure water, and the other end connects said pipeline.
2. jack-up unit as claimed in claim 1 is assisted pile punching apparatus, it is characterized in that: said buoyancy aid comprises that upper float, middle buoyancy aid reach buoyancy aid down.
3. jack-up unit as claimed in claim 2 is assisted pile punching apparatus, it is characterized in that: pipeline connects through the contraposition joint between said upper float, middle buoyancy aid and the following buoyancy aid.
4. jack-up unit as claimed in claim 2 is assisted pile punching apparatus, it is characterized in that: said upper float is fixedly connected platform leg with middle buoyancy aid through hanger; Weld between said bottom of buoyancy aid down and the platform pile shoe.
5. like the auxiliary pile punching apparatus of the arbitrary described jack-up unit of claim 1-4, it is characterized in that: be provided with in the said buoyancy aid and be used for inflatable air bag.
6. jack-up unit as claimed in claim 5 is assisted pile punching apparatus, it is characterized in that: be provided with the annular slab that is used to strengthen intensity in the said buoyancy aid.
CN 201120222545 2011-06-28 2011-06-28 Auxiliary pile washout device of self-elevating platform Expired - Lifetime CN202139590U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201120222545 CN202139590U (en) 2011-06-28 2011-06-28 Auxiliary pile washout device of self-elevating platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201120222545 CN202139590U (en) 2011-06-28 2011-06-28 Auxiliary pile washout device of self-elevating platform

Publications (1)

Publication Number Publication Date
CN202139590U true CN202139590U (en) 2012-02-08

Family

ID=45550653

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201120222545 Expired - Lifetime CN202139590U (en) 2011-06-28 2011-06-28 Auxiliary pile washout device of self-elevating platform

Country Status (1)

Country Link
CN (1) CN202139590U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103850235A (en) * 2014-02-24 2014-06-11 浙江海洋学院 Offshore platform pile leg protection device
CN106930290A (en) * 2017-03-15 2017-07-07 中国海洋石油总公司 One kind is for self-elevating drilling platform pile pulling auxiliary spray flushing device
CN108797588A (en) * 2018-05-30 2018-11-13 江苏海上龙源风力发电有限公司 A kind of weak soil sea bed offshore wind turbine single-pile foundation overall pulling down auxiliary mould and remove technique
CN112627181A (en) * 2020-12-29 2021-04-09 交通运输部上海打捞局 Pile inserting type ship external pile punching method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103850235A (en) * 2014-02-24 2014-06-11 浙江海洋学院 Offshore platform pile leg protection device
CN103850235B (en) * 2014-02-24 2016-08-31 浙江海洋学院 Ocean platform pile leg protection device
CN106930290A (en) * 2017-03-15 2017-07-07 中国海洋石油总公司 One kind is for self-elevating drilling platform pile pulling auxiliary spray flushing device
CN108797588A (en) * 2018-05-30 2018-11-13 江苏海上龙源风力发电有限公司 A kind of weak soil sea bed offshore wind turbine single-pile foundation overall pulling down auxiliary mould and remove technique
CN112627181A (en) * 2020-12-29 2021-04-09 交通运输部上海打捞局 Pile inserting type ship external pile punching method
CN112627181B (en) * 2020-12-29 2021-12-21 交通运输部上海打捞局 Pile inserting type ship external pile punching method

Similar Documents

Publication Publication Date Title
CN107542101B (en) Construction method of offshore four-buoy-buoyancy tank combined foundation structure
CN201172828Y (en) Well-covering device for dewatering well
CN103334444B (en) A kind of method for blocking of foundation pit dewatering well pressure release type
CN103924566B (en) A single-leg jack-up drilling platform
US20100135728A1 (en) Mobile offshore drilling and production platform
CN203429649U (en) Pressure reducing type blocking device of foundation pit dewatering well
CN202139590U (en) Auxiliary pile washout device of self-elevating platform
CN107806108A (en) Three floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea
CN201610552U (en) Strong vacuum drainage downpipe well
CN103031853B (en) Seabed oil storage system
CN103452086A (en) Mat-assisted driving movable platform
CN103046521A (en) Novel, simple and easy wellhead rack structure and construction method
CN105386452A (en) Construction method for assisting in sinking of open caisson through high-pressure water
CN201962696U (en) Underwater cup-shaped foundation with functions of hydraulic scouring assisted sinking and foundation consolidation
CN203514333U (en) Basement soleplate precipitation well mouth blocking sleeve
CN105003232B (en) An ultra-deep sea offshore oil and gas dry production system and its installation and evacuation method
CN101302763A (en) Pile flushing device for jack-up drilling platform
CN201615337U (en) Subsea pipeline oil collector
CN104421491B (en) A kind ofly uphang working equipment and the operational method across submerged pipeline processing for deep water
CN211312521U (en) Self-locking nested deep water drilling surface conduit
CN113668582B (en) Grouting type double-wall pressure-bearing water-reducing pipe well device and construction method thereof
CN103243717A (en) Auxiliary pile pulling mechanism and using method thereof
CN103482036A (en) Buoyancy tower type ocean platform
CN203486110U (en) Buoyant-tower-type ocean platform
CN107975127A (en) The outer antipriming of vertical jacking

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term

Granted publication date: 20120208

CX01 Expiry of patent term