CN104060945A - Inner sleeve pipe for riser pipe - Google Patents
Inner sleeve pipe for riser pipe Download PDFInfo
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- CN104060945A CN104060945A CN201410276163.2A CN201410276163A CN104060945A CN 104060945 A CN104060945 A CN 104060945A CN 201410276163 A CN201410276163 A CN 201410276163A CN 104060945 A CN104060945 A CN 104060945A
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- inner casing
- riser
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- steels
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Abstract
本发明涉及一种用于隔水导管的内套管,它包括内套管本体,以及若干沿轴向间隔设置在所述内套管本体外壁上的型钢组成;每一所述型钢组成由若干紧固连接在所述内套管本体外壁周向且呈圆周阵列分布的型钢构成。本发明沿内套管本体的外壁周向成圆周阵列焊接六个型钢,型钢与外层套管或者最外层隔水导管的内壁形成载荷分布均匀的面接触,利用型钢的辐条作用,有效地增强隔水导管组合的刚度和抗弯性能,从而提高隔水导管组合承受冰载的能力,在不增加作业工序和作业时间的情况下,大大增强隔水导管组合的抗冰稳定性。型钢本身具有优越的截面惯性矩特性,从根本上提高隔水导管的截面惯性矩,其抗弯性也得到大大提高。
The present invention relates to an inner casing used for a water riser, which comprises an inner casing body and several shaped steels arranged at intervals along the axial direction on the outer wall of the inner casing body; each shaped steel consists of several It is composed of profiled steels that are fastened and connected to the outer wall of the inner sleeve body and distributed in a circular array. The invention welds six profiled steels in a circular array along the outer wall of the inner sleeve body, the profiled steels form a surface contact with the outer casing or the inner wall of the outermost water-resisting conduit with uniform load distribution, and utilize the spoke effect of the profiled steels to effectively strengthen the barrier The rigidity and bending resistance of the water conduit combination can improve the ability of the riser combination to withstand ice loads, and greatly enhance the anti-icing stability of the riser combination without increasing the operating procedures and working time. The section steel itself has superior section moment of inertia characteristics, fundamentally improves the section moment of inertia of the riser, and its bending resistance is also greatly improved.
Description
技术领域technical field
本发明涉及一种内套管,特别是关于一种用于隔水导管的内套管。The invention relates to an inner casing, in particular to an inner casing for a riser.
背景技术Background technique
在海上石油勘探开发过程中,隔水导管是一个最重要的部件之一,对建立钻井通道和支撑井口设备起着非常重要的作用,常用的隔水导管仅仅能够实现建立通道和支撑井口设备的功能,而其抗弯性能取决于隔水导管本身的材质、直径和壁厚,因此隔水导管与内部各层套管之间的强度有限,其组合的整体抗弯性和抗冰性也得不到保障。In the process of offshore oil exploration and development, the riser is one of the most important components, and it plays a very important role in establishing the drilling channel and supporting the wellhead equipment. The commonly used riser can only realize the establishment of the channel and support the wellhead equipment. function, and its bending resistance depends on the material, diameter and wall thickness of the riser itself, so the strength between the riser and the inner layers of casing is limited, and the overall bending resistance and ice resistance of the combination are also limited. Not guaranteed.
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能够提高隔水导管抗弯和抗冰性能的用于隔水导管的内套管。In view of the above problems, the object of the present invention is to provide an inner sleeve for a riser that can improve the bending resistance and ice resistance of the riser.
为实现上述目的,本发明采取以下技术方案:一种用于隔水导管的内套管,其特征在于,它包括内套管本体,以及若干沿轴向间隔设置在所述内套管本体外壁上的型钢组成;每一所述型钢组成由若干紧固连接在所述内套管本体外壁周向且呈圆周阵列分布的型钢构成。In order to achieve the above object, the present invention adopts the following technical solutions: an inner casing for a water riser, which is characterized in that it includes an inner casing body, and several axially spaced ones arranged on the outer wall of the inner casing body Each of the steel components is composed of a number of steel components fastened to the outer wall of the inner sleeve body and distributed in a circular array.
所述型钢组成为由六个工字钢构成的工字钢组成,每一所述工字钢的两翼板均呈圆弧状。The section steel is composed of six I-beams, and the two wings of each I-beam are arc-shaped.
每一所述工字钢均通过焊接与所述内套管本体的外壁紧固连接。Each of the I-beams is firmly connected with the outer wall of the inner sleeve body by welding.
每一所述工字钢的长度均为7m~16m。The length of each said I-beam is 7m-16m.
海平面以上,每一所述工字钢组合的轴向间隔为3m~8m;海平面以下,每一所述工字钢组成的轴向间隔为4m~8m。Above sea level, the axial interval of each I-beam combination is 3m-8m; below sea level, the axial interval of each I-beam combination is 4m-8m.
本发明由于采取以上技术方案,其具有以下优点:由于本发明沿内套管本体的外壁周向成圆周阵列焊接六个工字钢,内套管同轴插设在外层套管或者最外层隔水导管内,工字钢与外层套管或者最外层隔水导管的内壁形成载荷分布均匀的面接触,利用内套管本体与外层套管或者最外层隔水导管之间的工字钢的辐条作用,有效地增强隔水导管组合的刚度和抗弯性能,从而提高隔水导管组合承受冰载的能力,在不增加作业工序和作业时间的情况下,大大增强隔水导管组合的抗冰稳定性。除此之外,由于工字钢本身具有优越的截面惯性矩特性,因此从根本上提高隔水导管的截面惯性矩,其抗弯性也得到大大提高。Due to the adoption of the above technical scheme, the present invention has the following advantages: Since the present invention welds six I-beams in a circumferential array along the outer wall of the inner casing body, the inner casing is coaxially inserted in the outer casing or the outermost water-proof In the conduit, the I-shaped steel forms surface contact with the outer casing or the inner wall of the outermost water-resisting conduit with uniform load distribution. The spoke effect of the steel can effectively enhance the stiffness and bending resistance of the riser combination, thereby improving the ability of the riser combination to withstand ice loads, and greatly enhancing the strength of the riser combination without increasing the operating procedures and working time. Ice stability. In addition, because the I-beam itself has superior section moment of inertia characteristics, the section moment of inertia of the riser is fundamentally improved, and its bending resistance is also greatly improved.
附图说明Description of drawings
图1是本发明整体结构的主视示意图Fig. 1 is a schematic front view of the overall structure of the present invention
图2是本发明整体结构的俯视示意图Fig. 2 is a schematic top view of the overall structure of the present invention
图3是本发明整体结构的三维立体示意图Fig. 3 is a three-dimensional schematic diagram of the overall structure of the present invention
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的描述。The present invention will be described in detail below in conjunction with the accompanying drawings and embodiments.
如图1~图3所示,本发明包括一圆柱形内套管本体1,内套管本体1的外壁周向呈圆周阵列紧固连接六个工字钢20,以构成一工字钢组成2,工字钢的两翼板200、201呈圆弧状,以保证每一工字钢20与内套管本体1的外壁以及外层套管3或者最外层隔水导管4的内壁完全贴合。As shown in Figures 1 to 3, the present invention includes a cylindrical inner sleeve body 1, and the outer wall of the inner sleeve body 1 is fastened and connected with six I-beams 20 in a circumferential array to form an I-beam composition. 2. The two wing plates 200 and 201 of the I-beam are arc-shaped to ensure that each I-beam 20 is completely attached to the outer wall of the inner casing body 1 and the inner wall of the outer casing 3 or the outermost water-resisting conduit 4 combine.
内套管本体1外壁的轴向方向上等间距设置若干工字钢组成2,将本发明与外层套管3或者最外层隔水导管4同轴过渡配合。On the axial direction of the outer wall of the inner sleeve body 1, a number of I-beams are arranged at equal intervals to form 2, and the present invention is coaxially fitted with the outer sleeve 3 or the outermost water-resisting conduit 4.
在上述实施例中,每一工字钢20通过焊接与内套管本体1紧固连接。In the above embodiments, each I-beam 20 is firmly connected with the inner sleeve body 1 by welding.
在上述实施例中,每一所述工字钢20的长度为7m~16m。In the above embodiment, the length of each I-beam 20 is 7m-16m.
在上述实施例中,海平面以上,每一组工字钢组合2的间隔为3m~8m;海平面以下,每一组工字钢组成2的间隔为4m~8m。In the above embodiment, above the sea level, the interval of each group of I-steel combinations 2 is 3m-8m; below the sea level, the interval of each group of I-steel assemblies 2 is 4m-8m.
上述各实施例仅用于说明本发明,其中各部件的结构、连接方式和制作工艺等都是可以有所变化的,凡是在本发明技术方案的基础上进行的等同变换和改进,均不应排除在本发明的保护范围之外。The above-mentioned embodiments are only used to illustrate the present invention, wherein the structure, connection mode and manufacturing process of each component can be changed to some extent, and any equivalent transformation and improvement carried out on the basis of the technical solution of the present invention should not excluded from the protection scope of the present invention.
Claims (6)
Priority Applications (1)
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CN201410276163.2A CN104060945A (en) | 2014-06-19 | 2014-06-19 | Inner sleeve pipe for riser pipe |
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CN201410276163.2A CN104060945A (en) | 2014-06-19 | 2014-06-19 | Inner sleeve pipe for riser pipe |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1218529A (en) * | 1996-05-10 | 1999-06-02 | 亨凯尔联合股份有限公司 | Internal reinforcement for hollow structural elements |
CN101586451A (en) * | 2009-06-23 | 2009-11-25 | 中国海洋石油总公司 | Erection device |
CN101812975A (en) * | 2010-04-28 | 2010-08-25 | 中国海洋石油总公司 | Anti-icing conductor tube composite structure |
CN202090847U (en) * | 2011-05-26 | 2011-12-28 | 中国石油大学(北京) | Strengthening riser combination structure |
CN204200100U (en) * | 2014-06-19 | 2015-03-11 | 中国海洋石油总公司 | For the inner sleeve of riser pipe |
-
2014
- 2014-06-19 CN CN201410276163.2A patent/CN104060945A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1218529A (en) * | 1996-05-10 | 1999-06-02 | 亨凯尔联合股份有限公司 | Internal reinforcement for hollow structural elements |
CN101586451A (en) * | 2009-06-23 | 2009-11-25 | 中国海洋石油总公司 | Erection device |
CN101812975A (en) * | 2010-04-28 | 2010-08-25 | 中国海洋石油总公司 | Anti-icing conductor tube composite structure |
CN202090847U (en) * | 2011-05-26 | 2011-12-28 | 中国石油大学(北京) | Strengthening riser combination structure |
CN204200100U (en) * | 2014-06-19 | 2015-03-11 | 中国海洋石油总公司 | For the inner sleeve of riser pipe |
Non-Patent Citations (1)
Title |
---|
谢仁军: "《海上新型组合隔水导管抗冰极限承载力分析》", 《船海工程》 * |
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Application publication date: 20140924 |