CN2381861Y - Pipeline laying apparatus at shallow seabed - Google Patents
Pipeline laying apparatus at shallow seabed Download PDFInfo
- Publication number
- CN2381861Y CN2381861Y CN 99239300 CN99239300U CN2381861Y CN 2381861 Y CN2381861 Y CN 2381861Y CN 99239300 CN99239300 CN 99239300 CN 99239300 U CN99239300 U CN 99239300U CN 2381861 Y CN2381861 Y CN 2381861Y
- Authority
- CN
- China
- Prior art keywords
- pipe
- ship
- laying
- bracket
- lifting
- 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 - Fee Related
Links
Images
Landscapes
- Ship Loading And Unloading (AREA)
- Supports For Pipes And Cables (AREA)
- Earth Drilling (AREA)
Abstract
一种浅海海底管道铺设装置,铺管船与托架船之间用钢缆连接,铺管船的尾部有固定托架,倾斜导轨设置在铺管船的中心线上,在倾斜导轨上有一牵引小车,用钢缆绕过导向滑轮将牵引小车与张紧管道用绞车连起来,托架船上有两个升降托架。本实用新型可以在垂直面及水平面内保持管道的形态,保证管子在铺设时的内应力不超过其许用应力,并能减少张紧力,降低对张紧设备的要求,特别适合于大直径薄壁钢管在浅水中的铺设。
A shallow sea submarine pipeline laying device, the pipe-laying ship and the bracket ship are connected by steel cables, the tail of the pipe-laying ship has a fixed bracket, the inclined guide rail is set on the center line of the pipe-laying ship, and there is a traction on the inclined guide rail The trolley uses steel cables to go around the guide pulley to connect the traction trolley with the tensioning pipeline with a winch, and there are two lifting brackets on the bracket ship. The utility model can maintain the shape of the pipe in the vertical plane and the horizontal plane, ensure that the internal stress of the pipe during laying does not exceed its allowable stress, and can reduce the tension force and reduce the requirements for tension equipment, especially suitable for large diameter pipes. Laying of thin-walled steel pipes in shallow water.
Description
本实用新型涉及一种浅海海底管道铺设装置,是一种海上铺管时的作业装置及其升降架结构,属于海洋铺管工程中特种作业方式及机械设备领域。The utility model relates to a shallow-sea submarine pipeline laying device, which is an operation device and a lifting frame structure for offshore pipeline laying, and belongs to the field of special operation methods and mechanical equipment in marine pipeline laying engineering.
现有技术中,常规铺管驳船铺设法是海底管线最常用的安装方法,管子用运货驳船以单根或一定长度的形式供给铺管驳,甲板起重机将管子吊放到铺管驳上的储管架。在铺管时,起重机将管子由储管架转运到一个自动送管架,从而送到准直台,进行焊接管子和焊缝的无损检验。铺管作业时,将一个锚定位在海床上,再将锚缆引过船的托管架并系到第一根管子的端部。按需要收进中部各个锚的锚缆而放出船尾锚缆,铺管驳就向前移动。管子在放到海床上之前,由驳船上的滑道及托管架来支承。In the prior art, conventional pipe-laying barges are the most commonly used installation method for submarine pipelines. The pipes are supplied to the pipe-laying barge in the form of a single piece or a certain length by a cargo barge, and the deck crane lifts the pipes onto the pipe-laying barge. Storage rack. During pipe laying, the crane transfers the pipes from the pipe storage rack to an automatic pipe feeding rack, and then to the alignment table for non-destructive inspection of welded pipes and welds. For pipelay operations, an anchor is positioned on the seabed, and the anchor cable is led through the ship's stinger and tied to the end of the first pipe. Take in the anchor cables of each anchor in the middle as required and release the stern anchor cables, and the pipe-laying barge will move forward. The pipes are supported by skids and stingers on barges before being lowered onto the seabed.
铺管船上的托架在铺管时帮助支持管子并形成一S型曲线,而沿生产线放置的张紧器产生一个后拖力,以限制管子降落到海床时的曲率。托架和张紧力对铺管船的作业能力有相当的影响,很多时候就是因为铺管船所提供的张紧力不够,或者是由于托架不够长,从而管子悬垂段加长,钢管应力增加,使钢管发生屈曲和皱褶,受到破坏。尤其对于在浅水中铺设大直径薄壁管道,采用常规的铺管驳船作业,需要很长的固定或活动式托架,而过长的托架使铺管船和托架在恶劣海况下都难于控制,甚至使铺管作业无法进行。Brackets on the pipelay vessel help support the pipe and form an S-curve as it is laid, while tensioners placed along the line create a back drag to limit the curvature of the pipe as it is lowered to the seabed. Brackets and tensioning force have a considerable impact on the operation capacity of the pipe-laying ship. In many cases, it is because the tensioning force provided by the pipe-laying ship is not enough, or because the bracket is not long enough, the hanging section of the pipe is lengthened and the stress of the steel pipe is increased. , causing the steel pipe to buckle and wrinkle and be damaged. Especially for the laying of large-diameter thin-walled pipelines in shallow water, using conventional pipe-laying barges requires very long fixed or movable brackets, and too long brackets make it difficult for both the pipe-laying barge and the brackets to operate under severe sea conditions. control, and even make pipelaying operations impossible.
本实用新型的目的在于设计制造一种新型结构的海底管道铺设装置,使之能在铺设管道的过程中,将管道的垂向和水平弯曲控制在可以接受的范围内,能减少管道内应力和铺管时所需张紧力,降低对张紧设备的要求,并特别适合于大直径薄壁钢管在浅水中的铺设。The purpose of this utility model is to design and manufacture a new type of submarine pipeline laying device, so that in the process of laying pipelines, the vertical and horizontal bending of the pipeline can be controlled within an acceptable range, and the internal stress and pressure of the pipeline can be reduced. The tension force required for pipe laying reduces the requirements for tensioning equipment, and is especially suitable for the laying of large-diameter thin-wall steel pipes in shallow water.
为实现这样的目的,本实用新型采用的铺设装置包括铺管船和托架船,并对常规铺管船作了改进。在铺管船上配备有倾斜导轨、固定托架、牵引小车和张紧管道用的绞车。固定托架固定在铺管船的尾部,支持铺设的钢管形成S型曲线,倾斜导轨用支撑结构设置在铺管船的中心线上,其倾斜角度根据设计需要来决定;在倾斜导轨上有一牵引小车,牵引小车与铺设的钢管之间用钢缆连接,用一根张紧管道用的钢缆绕过一导向滑轮将牵引小车与绞车连起来,用来产生一铺设管子的张紧力;铺管船上用八根定位钢缆,还有两根牵引铺管船向前用的牵引钢缆。在托架船上的主要设备是两个升降托架,通过调节升降托架的上下和转动角度,来改善管道在铺设时的应力情况。升降托架主要由升降杆、吊车滑轮组、升降托架固定端和活动托架组成,其中吊车滑轮组可以将活动托架吊起或将其沉放到海底,活动托架和升降托架固定端之间可相对运动。托架船用四根定位钢缆来定位,托架船和铺管船用两根连接钢缆连接起来。For realizing such purpose, the laying device that the utility model adopts comprises pipe-laying ship and bracket ship, and conventional pipe-laying ship has been improved. The pipe-laying ship is equipped with inclined guide rails, fixed brackets, traction trolleys and winches for tensioning pipes. The fixed bracket is fixed at the tail of the pipe-laying ship to support the laid steel pipe to form an S-shaped curve. The inclined guide rail is set on the center line of the pipe-laying ship with a support structure, and the inclination angle is determined according to the design requirements; there is a traction on the inclined guide rail. The trolley, the traction trolley is connected with the laid steel pipe with a steel cable, and a steel cable for tensioning the pipeline is bypassed by a guide pulley to connect the traction trolley and the winch to generate a tension force for laying the pipe; Eight positioning steel cables are used on the pipe-laying ship, and two pulling steel cables are used to pull the pipe-laying ship forward. The main equipment on the bracket ship is two lifting brackets. By adjusting the up and down and rotation angle of the lifting brackets, the stress condition of the pipeline during laying can be improved. The lifting bracket is mainly composed of the lifting rod, the crane pulley block, the fixed end of the lifting bracket and the movable bracket. The crane pulley block can lift the movable bracket or sink it to the seabed. Can move relative to each other. The carrier ship is positioned with four positioning cables, and the carrier ship and the pipe-laying ship are connected with two connecting cables.
本实用新型实现的铺管作业方法基本原理是:依靠张紧用牵引小车、钢缆和张紧管道用绞车提供铺管张紧力,同时也依靠这套系统与托架船上的升降托架配合,进行拾管、弃管作业;依靠托架船上升降托架的升降,可调节管道的形态,以适应不同水深;依靠升降托架将管道部分重力传递给托架船,依靠船的浮力加以克服;依靠升降托架将管道所受到的侧向流力传递给船,由船的回复力矩平衡;铺管船向前移动时,托架船一起向前移动。The basic principle of the pipe laying operation method realized by the utility model is: to rely on the traction trolley for tensioning, the steel cable and the winch for tensioning the pipeline to provide the pipe laying tension force, and also rely on this system to cooperate with the lifting bracket on the bracket ship , to pick up and discard pipes; rely on the lifting bracket on the bracket ship to adjust the shape of the pipeline to adapt to different water depths; rely on the lifting bracket to transfer part of the gravity of the pipeline to the bracket ship, and rely on the buoyancy of the ship to overcome it ;Rely on the lifting bracket to transmit the lateral flow force on the pipeline to the ship, which is balanced by the restoring moment of the ship; when the pipe-laying ship moves forward, the supporting ship moves forward together.
为更好地理解本实用新型的技术方案,下面结合附图作进一步详细描述。In order to better understand the technical solution of the present utility model, further detailed description will be made below in conjunction with the accompanying drawings.
图1为本实用新型整体结构示意图。Fig. 1 is a schematic diagram of the overall structure of the utility model.
图中,铺管船1与托架船6之间用钢缆14连接,倾斜导轨2设置在铺管船1的中心线上,在倾斜导轨2上有一牵引小车8,牵引小车8与铺设的钢管4之间用钢缆7连接,在铺管船1上有一个张紧管道用绞车10,通过张紧管道用钢缆9绕过一导向滑轮将牵引小车8和张紧管道用绞车10连起来,用来产生一铺设管子时的张紧力;固定托架3固定在销管船1的尾部,支持铺设的钢管4形成S型曲线;在托架船6上有两个升降托架5,通过调节升降托架5的上下和转动角度,来改善管道在铺设时的应力情况。In the figure, the pipe-laying
图2为本实用新型整体结构俯视示意图。Fig. 2 is a schematic top view of the overall structure of the utility model.
图中可见,铺管船1与托架船6之间用两根连接钢缆14相连,铺管船1用八根定位钢缆12定位,同时还有两根牵引铺管船1向前用的牵引钢缆11,托架船6用四根定位钢缆13定位,铺设的钢管4位于铺管船1的中心线上。It can be seen in the figure that the pipe-laying
图3为本实用新型的托架船上升降托架的结构示意图。Fig. 3 is a structural schematic diagram of the lifting bracket on a bracket ship of the present invention.
图中所示,在托架船6上的升降托架5有一升降杆15,可绕自身中心转动一定角度,升降杆15的下部的升降托架固定端17有一半圆形凹槽,其中可放活动托架18,在升降杆15上安有一吊车滑轮组16。吊车滑轮组可以将活动托架18吊起或将其沉放到海底,以控制管道的变形和进行弃管、拾管作业,而且可以随时进行调节,满足不同水深的作业要求。活动托架18和升降托架固定端17之间有相对运动,活动托架18在垂直面、水平面均可旋转一定角度,以适应铺设管道在垂直面内的斜度以及在水平面内的弯曲。As shown in the figure, the lifting
本实用新型采用的托架船6,效果明显,可以显著减少管子弯曲段的应力,托架船6上的两个升降托架5的升降控制管道形式,依靠升降托架5将管道4的重力传递给船体,用船体的浮力平衡,比之常规铺管船,其控制措施明确,操作方便,避免了常规铺管船有很长的一段管子是悬垂状态,相应地大大减小了管道应力,保证了垂直平面内管道的形态。当管道受到流力作用时,一部分流力通过升降托架5传递给托架船6的船体,船体在横倾力矩作用下,自动倾斜一个角度,产生的回复力矩与流力产生的横倾力矩平衡,这一过程不必任何控制就能自动平衡,保持了钢管在水平面内的形态。The
在正常铺管作业时,可通过调节连接钢缆14来调节托架船6与铺管船1之间的距离以及升降托架5的提升,来控制管子的变形。对不同的水深,通过建立不同水深时的托架船6与铺管船1位置和升降托架高度图册,来实施作业,这样对管子在各个作业状态的应力都能够有一大致数量级的控制,使其不超过屈服应力,满足安全性的要求。During normal pipe laying operations, the distance between the
在铺管和弃管作业时,利用铺管船1和托架船6联合作用,就不需要其他辅助船只。弃管作业时,托架船6前后端均有的两套升降托架5中吊车滑轮组16与钢缆7协调动作,就可将活动托架18与管道4慢慢地放到海底。When laying and abandoning the pipe, the joint effect of the pipe-laying
拾管作业时,先将升降杆15对准海底的活动托架18,并调到合适高度,同时正确确定铺管船1的位置,然后由吊车滑轮组16和钢缆7将活动托架18与管道4吊起,将活动托架18放入升降托架固定端17的半圆形凹槽中,将管道另一端拖上铺管船1的尾部卡紧,就完成了拾管作业。When picking up the pipe, first align the elevating
张紧钢缆9与铺管船1上的张紧管道用绞车10相连,产生铺设管道时的张紧力,由于有托架船6的配合,无需巨大的张紧力,用这种方法产生的张紧力已能满足使用要求,而不必象常规铺管船那样需要产生巨大张紧力的张紧装置。The tensioning steel cable 9 is connected with the tensioning pipeline on the pipe-laying
本实用新型造价低廉,解决了过长的托架难以控制的问题,特别适合浅水铺设大直径薄壁管道。The utility model has low cost, solves the problem that the overlong bracket is difficult to control, and is especially suitable for laying large-diameter and thin-walled pipelines in shallow water.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99239300 CN2381861Y (en) | 1999-08-17 | 1999-08-17 | Pipeline laying apparatus at shallow seabed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99239300 CN2381861Y (en) | 1999-08-17 | 1999-08-17 | Pipeline laying apparatus at shallow seabed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2381861Y true CN2381861Y (en) | 2000-06-07 |
Family
ID=34026581
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 99239300 Expired - Fee Related CN2381861Y (en) | 1999-08-17 | 1999-08-17 | Pipeline laying apparatus at shallow seabed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2381861Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101881353A (en) * | 2009-09-22 | 2010-11-10 | 天津市海王星海上工程技术有限公司 | Sea laying method for shallow-sea small-diameter steel strip-plastic composite hose |
| CN102359660A (en) * | 2011-08-31 | 2012-02-22 | 中国海洋石油总公司 | Method for installing deep-water vertical pipe |
| CN101280862B (en) * | 2007-04-03 | 2012-07-18 | 上海市基础工程有限公司 | Seabed PE pipe rim spreading and imbedding construction method |
| CN101626948B (en) * | 2007-03-07 | 2013-08-28 | 塞彭公司 | Undersea pipe-laying |
| CN103527851A (en) * | 2013-10-18 | 2014-01-22 | 中国海洋石油总公司 | Pre-laying process of submarine pipeline start laying system |
| CN104514917A (en) * | 2015-01-27 | 2015-04-15 | 中国船舶工业集团公司第七〇八研究所 | Pin shaft plugging device for stinger pulley group |
| CN106247012A (en) * | 2016-08-16 | 2016-12-21 | 青岛理工大学 | Pneumatic pressure access device for submarine pipeline |
| CN108138990A (en) * | 2015-10-22 | 2018-06-08 | 国际壳牌研究有限公司 | pipe clamping block |
| CN110966459A (en) * | 2019-12-16 | 2020-04-07 | 上海市基础工程集团有限公司 | Variable Angle Brackets for Socket Subsea Fiberglass Pipeline Laying |
| CN111042163A (en) * | 2019-12-31 | 2020-04-21 | 上海祥曙科技发展中心 | Large-diameter polyethylene plastic pipeline installation structure and construction method |
| CN115183055A (en) * | 2021-05-25 | 2022-10-14 | 中国石油工程建设有限公司 | Novel flexible stinger of Slay pipe laying ship and adjusting method |
-
1999
- 1999-08-17 CN CN 99239300 patent/CN2381861Y/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101626948B (en) * | 2007-03-07 | 2013-08-28 | 塞彭公司 | Undersea pipe-laying |
| CN101280862B (en) * | 2007-04-03 | 2012-07-18 | 上海市基础工程有限公司 | Seabed PE pipe rim spreading and imbedding construction method |
| CN101881353A (en) * | 2009-09-22 | 2010-11-10 | 天津市海王星海上工程技术有限公司 | Sea laying method for shallow-sea small-diameter steel strip-plastic composite hose |
| CN102359660A (en) * | 2011-08-31 | 2012-02-22 | 中国海洋石油总公司 | Method for installing deep-water vertical pipe |
| CN103527851A (en) * | 2013-10-18 | 2014-01-22 | 中国海洋石油总公司 | Pre-laying process of submarine pipeline start laying system |
| CN104514917A (en) * | 2015-01-27 | 2015-04-15 | 中国船舶工业集团公司第七〇八研究所 | Pin shaft plugging device for stinger pulley group |
| CN108138990A (en) * | 2015-10-22 | 2018-06-08 | 国际壳牌研究有限公司 | pipe clamping block |
| CN106247012A (en) * | 2016-08-16 | 2016-12-21 | 青岛理工大学 | Pneumatic pressure access device for submarine pipeline |
| CN110966459A (en) * | 2019-12-16 | 2020-04-07 | 上海市基础工程集团有限公司 | Variable Angle Brackets for Socket Subsea Fiberglass Pipeline Laying |
| CN110966459B (en) * | 2019-12-16 | 2022-01-04 | 上海市基础工程集团有限公司 | Variable-angle bracket for laying socket type submarine glass fiber reinforced plastic pipeline |
| CN111042163A (en) * | 2019-12-31 | 2020-04-21 | 上海祥曙科技发展中心 | Large-diameter polyethylene plastic pipeline installation structure and construction method |
| CN115183055A (en) * | 2021-05-25 | 2022-10-14 | 中国石油工程建设有限公司 | Novel flexible stinger of Slay pipe laying ship and adjusting method |
| CN115183055B (en) * | 2021-05-25 | 2024-05-10 | 中国石油工程建设有限公司 | Novel Slay flexible stinger of pipe-laying ship and adjusting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU755992B2 (en) | Underwater pipe-laying vessels and methods | |
| US8915674B2 (en) | Marine pipeline installation system and methods | |
| AU764086B2 (en) | Improvements in and relating to underwater pipe-laying | |
| US6592297B2 (en) | Underwater pipe laying method and apparatus | |
| CN101492140B (en) | Aluminum alloy catamaran whole-boat afloat process | |
| US3431739A (en) | Method for laying underwater pipeline | |
| US9080696B2 (en) | Marine pipelaying vessel and method for pipelaying | |
| US7806628B2 (en) | Apparatus and methods for laying of elongate articles from a vessel | |
| CN2381861Y (en) | Pipeline laying apparatus at shallow seabed | |
| US20130115008A1 (en) | Undersea pipe-laying | |
| CN102066820A (en) | Pipe-laying vessel and method of laying a pipeline | |
| CN110984994B (en) | Laying and recovering system and method of fully flexible pipe ocean mining system | |
| AU2008233376A1 (en) | Pipeline laying vessel and method of laying a pipeline | |
| CN105705852A (en) | Offshore pipeline laying and pipeline disposal methods | |
| CN112204287B (en) | Offshore pipeline laying vessel and method of pipeline laying by J-type pipeline laying method | |
| US6932127B2 (en) | System for transferring oil from an offshore platform to a tanker | |
| KR101335253B1 (en) | Floating support device for pipeline, and submerged-pipeline installation apparatus and method using the same | |
| CN112856040B (en) | Novel sea area pipeline laying floating assisting method | |
| CN214451696U (en) | Special ship for laying pipeline in shoal area | |
| AU2007244951A1 (en) | Towing and recovery method for deepwater pipelines and risers | |
| CN112856039A (en) | L-shaped shallow sea pipeline laying process | |
| CN112361080A (en) | Special ship for laying pipeline in shoal area | |
| CN118254928B (en) | T-U type barge and marine structure floating support installation method | |
| CN109163144A (en) | Submarine pipeline terminates the repositioning method of submarine pipeline terminal when being laid with | |
| CN119914758A (en) | A device and method for laying offshore hose |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |