CN101187211B - A subsea excavator with dual functions - Google Patents
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- 238000012423 maintenance Methods 0.000 abstract description 9
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Abstract
本发明涉及一种具有双重功能的海底挖掘机,其特征在于:它包括:主框架和设置在所述主框架两侧下部的滑撬体,所述主框架中部的框架是由中空管组成的输水总管,在所述主框架中部设置一浮力兼仪器筒,所述浮力兼仪器筒内设置有与水面控制室连接的包括常规监视装置、控制电路、声纳接收装置在内的姿态综合监测系统;所述主框架前、后分别设置有一声纳,所述浮力兼仪器筒的两侧,分别设置有一电机带动的轴流泵,所述输水总管下面的主框架上通过输水支管连接两排喷嘴,所述轴流泵的电机和声纳分别通过传输缆线连接所述控制电路。本发明可以广泛用于海底挖掘开沟铺设海底管道和管道的维修过程中。
The invention relates to a double-function subsea excavator, which is characterized in that it includes: a main frame and skid bodies arranged on the lower parts of both sides of the main frame, and the frame in the middle of the main frame is composed of hollow pipes In the middle part of the main frame, a buoyancy and instrument cylinder is provided, and the attitude comprehensive equipment including conventional monitoring device, control circuit and sonar receiving device connected to the water surface control room is arranged in the buoyancy and instrument cylinder. Monitoring system; the front and rear of the main frame are respectively provided with a sonar, and the two sides of the buoyancy and instrument cylinder are respectively provided with an axial flow pump driven by a motor, and the main frame below the water delivery pipe passes through the water delivery branch pipe Two rows of nozzles are connected, and the motor and sonar of the axial flow pump are respectively connected to the control circuit through transmission cables. The invention can be widely used in the maintenance process of subsea excavation, trenching and laying of subsea pipelines and pipelines.
Description
技术领域technical field
本发明涉及是一种海底挖掘机,特别是关于一种既能进行海底管道维修基础开挖,又能进行海底管道开沟埋设的具有双重功能的海底挖掘机。The invention relates to a seabed excavator, in particular to a seabed excavator with dual functions, which can not only carry out foundation excavation for maintenance of seabed pipelines, but also carry out ditching and embedding of seabed pipelines.
背景技术Background technique
在海洋石油和天然气开发工程中,为了向陆地或储油系统输送油气,需要在海底挖沟铺设大量海底管道,而这些管道在使用过程中会逐步出现变形、断裂和泄漏等破损现象,因此及时、有效地维修损坏的管道和敷设新的管道是海洋油气开发工程中的重要配套工程。水下管道维修前,需要对海床进行基础开挖使管道裸露出来,并在维修点周围形成一定范围的工作面,因此需要使用水下管道维修基础开挖的专用设备——海底挖掘机。In offshore oil and natural gas development projects, in order to transport oil and gas to land or oil storage systems, a large number of submarine pipelines need to be dug and laid on the seabed, and these pipelines will gradually appear damage phenomena such as deformation, fracture and leakage during use, so timely , Effectively repairing damaged pipelines and laying new pipelines are important supporting projects in offshore oil and gas development projects. Before the maintenance of underwater pipelines, it is necessary to carry out basic excavation on the seabed to expose the pipelines and form a certain range of working surfaces around the maintenance points. Therefore, it is necessary to use special equipment for basic excavation of underwater pipeline maintenance - subsea excavators.
在新管线敷设过程中,也需要先对海底实施挖掘开沟,然后进行管道埋设。对于海底开挖或开沟作业,现有技术一般采用的是一个水泵连接一个喷嘴,以单一压力水柱对海底进行喷冲。这种装置过于简陋,其工作效率较低,水下定位控制性能极弱,操作控制性能也较差,综合功效及性能不能适应当前生产的需要。In the process of laying new pipelines, it is also necessary to excavate and trench the seabed first, and then to bury the pipeline. For seabed excavation or ditching operations, what the prior art generally adopts is that a water pump is connected with a nozzle, and the seabed is sprayed with a single pressure water column. This device is too crude, its working efficiency is low, its underwater positioning control performance is extremely weak, its operation control performance is also relatively poor, and its comprehensive efficacy and performance cannot meet the needs of current production.
发明内容Contents of the invention
针对上述问题,本发明的目的是提供一种既能进行海底管道维修基础开挖,又能进行海底管道开沟埋设的双重功能的海底挖掘机。In view of the above problems, the object of the present invention is to provide a double-function subsea excavator that can not only carry out foundation excavation for subsea pipeline maintenance, but also perform trenching and embedding of subsea pipelines.
为实现上述目的,本发明采取以下技术方案:一种具有双重功能的海底挖掘机,其特征在于:它包括:主框架和设置在所述主框架两侧下部的滑撬体,所述主框架中部的框架是由中空管组成的输水总管,在所述主框架中部设置一浮力兼仪器筒,所述浮力兼仪器筒内设置有与水面控制室连接的包括常规监视装置、控制电路、声纳接收装置在内的姿态综合监测系统;所述主框架前、后分别设置有一声纳,所述浮力兼仪器筒的两侧,分别设置有一电机带动的轴流泵,所述输水总管下面的主框架上通过输水支管连接两排喷嘴,所述轴流泵的电机和声纳分别通过传输缆线连接所述控制电路。In order to achieve the above object, the present invention adopts the following technical solutions: a double-function subsea excavator, characterized in that it includes: a main frame and skid bodies arranged at the lower parts of both sides of the main frame, the main frame The frame in the middle is a water main pipe composed of hollow pipes. A buoyancy and instrument cylinder is arranged in the middle of the main frame. The buoyancy and instrument cylinder is provided with a conventional monitoring device, a control circuit, A posture comprehensive monitoring system including a sonar receiving device; the main frame is provided with a sonar at the front and rear respectively, and the two sides of the buoyancy and instrument cylinder are respectively provided with an axial flow pump driven by a motor, and the water main pipe The lower main frame is connected to two rows of nozzles through water delivery branch pipes, and the motor and sonar of the axial flow pump are respectively connected to the control circuit through transmission cables.
在所述滑撬体的两端分别加装一滑撬延伸体,在所述主框架的前端和后端两侧分别设置艏导向滚轮组件和艉导向滚轮组件。A skid extension body is respectively installed at both ends of the skid body, and a bow guide roller assembly and a stern guide roller assembly are respectively arranged on both sides of the front end and the rear end of the main frame.
在所述艏、艉导向滚轮组件的底部分别设置一限位传感器和一预压弹簧组件。A limit sensor and a preload spring assembly are respectively arranged at the bottom of the bow and stern guide roller assemblies.
所述两排喷嘴为连接在所述输水支管上的位于同一水平高度的群布喷嘴。The two rows of nozzles are group-distributed nozzles connected to the branch water pipe and located at the same level.
所述两排喷嘴每排为八个。Each of the two rows of nozzles has eight nozzles.
所述两排喷嘴为间隔连接在所述输水支管上的、后面的喷嘴高度相对前面的喷嘴高度呈递增向下凸伸的阶梯式喷嘴组件。The two rows of nozzles are connected to the water branch pipe at intervals, and the height of the nozzles at the rear is gradually increasing relative to the height of the nozzles at the front, and protrudes downward.
所述阶梯式喷嘴组件的喷嘴数量为三个。The number of nozzles of the stepped nozzle assembly is three.
所述阶梯式喷嘴组件的每对喷嘴均设置有相对向内的斜角。Each pair of nozzles of the stepped nozzle assembly is provided with a relatively inward bevel.
本发明由于采取以上技术方案,其具有以下实质性特征和明显的优点:1、本发明提供了两种作业工况,变换工况时只需调换喷嘴、装拆艏艉延伸撬体和导向滑轮组件即可,其他主要设备不需作任何改动。2、本发明当作为基础开挖时,由于群布的喷嘴使一次形成的开挖面积大,喷冲效果平整,喷冲范围不受限制,喷冲深度根据需要调节。3、本发明当作为开沟埋管时,使用阶梯式喷口保证了挖沟的深度,而且喷嘴有向内的斜角,两侧喷流在沟底汇合,沟槽中间没有凸圆,从而使沟槽形状更加完美。本发明可以广泛用于海底挖掘开沟铺设海底管道和管道的维修过程中。Due to the adoption of the above technical scheme, the present invention has the following substantive features and obvious advantages: 1. The present invention provides two working conditions, and only needs to change the nozzle, assemble and disassemble the bow and stern extension skid and the guide pulley block when changing the working condition Only the hardware is sufficient, and other major equipment does not need to be modified in any way. 2. When the present invention is used as a foundation excavation, because of the group of nozzles, the excavation area formed at one time is large, the spraying effect is smooth, the spraying range is not limited, and the spraying depth can be adjusted according to needs. 3. When the present invention is used as trenching and buried pipe, the stepped nozzle is used to ensure the depth of the trench, and the nozzle has an inward bevel, and the jets on both sides converge at the bottom of the trench, and there is no convex circle in the middle of the trench, so that The groove shape is more perfect. The invention can be widely used in the maintenance process of subsea excavation, trenching and laying of subsea pipelines and pipelines.
附图说明Description of drawings
图1是本发明基础开挖状态结构主视示意图Fig. 1 is the schematic diagram of front view of foundation excavation state structure of the present invention
图2是图1的俯视示意图Figure 2 is a schematic top view of Figure 1
图3是图1的侧视示意图Figure 3 is a schematic side view of Figure 1
图4是本发明开沟埋管状态结构主视示意图Fig. 4 is a schematic diagram of the front view of the state structure of the trenched and buried pipe of the present invention
图5是图4的俯视示意图Figure 5 is a schematic top view of Figure 4
图6是图4的侧视示意图Figure 6 is a schematic side view of Figure 4
具体实施方式Detailed ways
下面结合附图和实施例,对本发明进行详细地描述。The present invention will be described in detail below in conjunction with the accompanying drawings and embodiments.
如图1~图3所示,本实施例包括一主框架1和设置在主框架1的两侧下部的滑撬体2,主框架1中部的框架是由中空管组成的输水总管3(如图2中呈目字形的框架部分),输水总管3上面设置一浮力筒兼仪器筒4,浮力筒兼仪器筒4内设置有与水面控制室连接的包括常规监视装置、控制电路、声纳接收装置等在内的姿态综合监测系统。在主框架1前、后两端各设置有一声纳架5,在每一声纳架5上分别设置一声纳6,声纳6用以对海底管道进行定位。在浮力筒兼仪器筒4的两侧,分别设置有一电机带动的轴流泵7,在输水总管3下面通过多根输水支管8设置多只位于同一水平面的群布喷嘴9,群布喷嘴9的各进水端通过输水支管8、输水总管3与轴流泵7的出水口相连,在靠近群布喷嘴9的各输水支管通过纵向管段连成一体并与滑撬体2之间设置有用于加强稳固性的斜撑杆10。As shown in Figures 1 to 3, this embodiment includes a
上述实施例中,轴流泵7为两台大功率轴流水泵,其可以为群布喷嘴9提供流量7200立方米/小时,压力为0.8Kg的喷冲水,通过喷冲水柱进行挖掘海底的作业,群布喷嘴9在本实施例中共有两组16只(仅以此为例,但不限于此),在长6米、宽1.5米的范围内分成两排布置,其喷冲水柱挖掘海底时可对海底基础形成3米×6米的开挖面,喷冲效果平整,喷冲范围不受限制,喷冲深度可根据需要进行调节。In the above-mentioned embodiment, the
本发明对海底管道进行维修时,需要将破损管道上面的埋层挖掉,使管道裸露出来,作业的基本过程如下:When the present invention repairs the submarine pipeline, it is necessary to dig out the buried layer above the damaged pipeline to expose the pipeline. The basic operation process is as follows:
1、将挖掘机吊放在海底被维修管道的上方,此时挖掘机接近海底;1. Hang the excavator above the pipeline to be repaired on the seabed, and the excavator is close to the seabed;
2、操作人员在水面控制室通过姿态综合监测系统,根据两个声纳6采集的数据,对挖掘机在水底的姿态和位置进行调整,使两排群布喷嘴9坐落在需要开挖的位置上方;2. The operator adjusts the attitude and position of the excavator at the bottom of the water through the attitude comprehensive monitoring system in the water surface control room according to the data collected by the two
3、启动电机,带动轴流泵7运转,这时海水由轴流泵7的进口进入,通过输水总管3进入群布喷嘴9,流出的水柱向海底喷冲,进行挖掘海底基础的作业。3. Start the motor to drive the
根据维修的实际需要,水面母船拖带挖掘机进行水平移动,挖掘机即可沿管道挖掘出维修管道所需的开挖面。如果一次开挖深度达不到要求,可在第一次喷冲的开挖面基础上,通过调整挖掘机的深度再向下来回喷冲一次,直到达到所需的深度为止。According to the actual needs of maintenance, the surface mother ship tows the excavator to move horizontally, and the excavator can excavate the excavation surface required for the maintenance of the pipeline along the pipeline. If the excavation depth does not meet the requirements, you can adjust the depth of the excavator on the basis of the excavation surface for the first spraying, and then spray down and back again until the required depth is reached.
如图4、图5、图6所示,本实施例与上述实施例的区别是:在主框架1滑撬体2两端分别加装滑撬延伸体11,在主框架1前端设置左、右两个艏导向滚轮组件12,在主框架1后端设置左、右两个艉导向滚轮组件13,导向滑轮组件能绕其在安装底座上端的固定螺栓作微量摆动。在导向滚轮组件12、13下部均设置一限位传感器14和预压弹簧组件15,限位传感器14的作用是探测导向滚轮组件12、13的摆动,从而指示管道贴在挖掘机那一边,预压弹簧组件15是给导向滚轮组件12、13一个预应力,当管道贴在滚轮组件上的力大于预应力时,导向滚轮组件12、13向外侧摆动,限位传感器14就会产生信号让操作员知道。在输水支管8的下部设置替换群布喷嘴9的阶梯式喷嘴组件16,阶梯式喷嘴组件16的进水端通过输水支管8、输水总管3与轴流泵7的出水口相连。As shown in Fig. 4, Fig. 5, and Fig. 6, the difference between this embodiment and the above-mentioned embodiment is that a
上述实施例中,如图4所示,阶梯式喷嘴组件16共有六个喷嘴(仅以此为例,但不限于此),分成左右两排、且按前后顺序分为三对,呈阶梯状设置,每排喷嘴通过七只法兰与输水支管8连接固定,其中通往喷嘴的三只法兰可通水,其余四只法兰为盲法兰不通水,只起支撑作用,另外输水支管8最前面的一对支管也用盲法兰封堵。阶梯式喷嘴组件16的最前一对喷嘴接近挖掘机的基面,第二对喷嘴相对最前一对喷嘴下伸0.5米,第三对喷嘴相对第二对喷嘴再下伸0.5米。作业时阶梯式喷嘴组件16的六个喷嘴对海底喷冲的有效范围为距喷嘴0.5米~0.7米,因此能在海底一次开挖出1.5米~2米深的埋管沟槽。In the above-mentioned embodiment, as shown in FIG. 4 , the
本发明中阶梯式喷嘴组件16的每对喷嘴均设置有相对向内的斜角,使两侧喷流在沟底汇合,使沟槽中间没有凸圆,从而使沟槽形状更加完美。同时本发明将阶梯式喷嘴组件16的第三对喷嘴伸到海底以下时的状态,设置为滑撬体2的着地状态(即接触海底状态),以保证挖掘机顺着管道移动时保持平稳状态。In the present invention, each pair of nozzles of the stepped
本发明用于管道埋设时的开沟作业过程如下:The ditching operation process when the present invention is used for pipeline embedding is as follows:
1、将挖掘机吊放至海底进行管道埋设位置的上方;1. Lift the excavator above the seabed where the pipeline is buried;
2、操作人员在水面控制室通过姿态综合监测系统,根据两个声纳6的显示情况,对挖掘机在水底的姿态和位置进行控制,使左右两排布置的阶梯式喷嘴组件16跨骑在管道两侧,同时使两个左、右设置的艏、艉导向滚轮组件12、13也分别骑跨在海底管道的两侧;2. The operator controls the posture and position of the excavator at the bottom of the water through the posture comprehensive monitoring system in the water surface control room according to the display conditions of the two
3、控制启动电机,带动轴流水泵6运转,海水由轴流水泵7的进口吸入,经输水总管3、输水支管8进入各个阶梯式喷嘴组件16的各喷嘴,向海底喷冲,三对喷嘴具有递深喷冲效果,随着挖沟作业的深入,阶梯式喷嘴组件16的第三对喷嘴口会逐步伸到海底面以下,逐渐使挖掘机的滑撬体2呈着地状态(即接触海底状态)。3. Control the starting motor to drive the axial
4、在阶梯式喷嘴组件16不断向海底喷冲挖沟的同时,缓慢移动水面工作母船,拖带挖掘机顺着管道沟的位置移动,同时保持滑撬体2的着地状态,则挖沟深度即可保证,并随时根据限位传感器14的指示调整挖掘机的行走方向。4. While the stepped
5、需要埋设的管道依靠自重逐步沉入沟底,再靠海底回淤将管道埋没。5. The pipeline that needs to be buried will gradually sink to the bottom of the ditch by its own weight, and then the pipeline will be buried by the silting of the seabed.
本发明同时具有群布喷嘴9和阶梯式喷嘴组件16,可分别进行海底基础开挖与挖沟两种作业,在变换作业工况时只需调换群布喷嘴9与阶梯式喷嘴组件16,并装拆滑撬延伸体9和导向滑轮组件12、13等即可,其它主要部件不需作任何改动。The present invention has
Claims (9)
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EP3071756A2 (en) * | 2013-11-18 | 2016-09-28 | Michael W.N. Wilson | Method and apparatus for performing burial assessment surveys |
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CN104503060B (en) * | 2014-12-30 | 2017-10-20 | 中英海底系统有限公司 | The optical cable of vibration jet synergy buries underwater robot |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1118031A (en) * | 1995-01-25 | 1996-03-06 | 胜利石油管理局油建一公司 | Barge-loading type seabeach pipeline excavator |
CN2387152Y (en) * | 1999-09-14 | 2000-07-12 | 孙正贤 | Digging machine |
JP3476034B2 (en) * | 1995-01-06 | 2003-12-10 | 関西電力株式会社 | Cable burying method and cable burying machine |
CN2628590Y (en) * | 2003-08-05 | 2004-07-28 | 天津市塘沽区海洋船舶工程服务有限公司 | Submersible jet-flow spouting dredger |
CN201074339Y (en) * | 2007-06-25 | 2008-06-18 | 中国海洋石油总公司 | Dual-functional seabed digger |
-
2007
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Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3476034B2 (en) * | 1995-01-06 | 2003-12-10 | 関西電力株式会社 | Cable burying method and cable burying machine |
CN1118031A (en) * | 1995-01-25 | 1996-03-06 | 胜利石油管理局油建一公司 | Barge-loading type seabeach pipeline excavator |
CN2387152Y (en) * | 1999-09-14 | 2000-07-12 | 孙正贤 | Digging machine |
CN2628590Y (en) * | 2003-08-05 | 2004-07-28 | 天津市塘沽区海洋船舶工程服务有限公司 | Submersible jet-flow spouting dredger |
CN201074339Y (en) * | 2007-06-25 | 2008-06-18 | 中国海洋石油总公司 | Dual-functional seabed digger |
Non-Patent Citations (1)
Title |
---|
JP特许3476034B2 2003.12.10 |
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Address after: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee after: Offshore Oil Engineering Co., Ltd. Patentee after: China Offshore Oil Group Co., Ltd. Co-patentee after: Shanghai Jiao Tong University Co-patentee after: Shanghai Jiaotong University Haike (Group) Co., Ltd. Address before: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee before: Offshore Oil Engineering Co., Ltd. Patentee before: China National Offshore Oil Corporation Co-patentee before: Shanghai Jiao Tong University Co-patentee before: Shanghai Jiaotong University Haike (Group) Co., Ltd. |
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