JPS6323511Y2 - - Google Patents

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Publication number
JPS6323511Y2
JPS6323511Y2 JP17815883U JP17815883U JPS6323511Y2 JP S6323511 Y2 JPS6323511 Y2 JP S6323511Y2 JP 17815883 U JP17815883 U JP 17815883U JP 17815883 U JP17815883 U JP 17815883U JP S6323511 Y2 JPS6323511 Y2 JP S6323511Y2
Authority
JP
Japan
Prior art keywords
pipe
stepped
insertion hole
small diameter
inner tube
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
Application number
JP17815883U
Other languages
Japanese (ja)
Other versions
JPS6087290U (en
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 filed Critical
Priority to JP17815883U priority Critical patent/JPS6087290U/en
Publication of JPS6087290U publication Critical patent/JPS6087290U/en
Application granted granted Critical
Publication of JPS6323511Y2 publication Critical patent/JPS6323511Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は海底石油またはガスの採掘、生産等に
使用されるライザパイプにおける内装管のエンド
サポートに対する取付構造に関するものである。
[Detailed Description of the Invention] The present invention relates to a structure for attaching an inner pipe to an end support in a riser pipe used in offshore oil or gas mining, production, etc.

ライザパイプは、海底の坑口と、掘削船、支援
船あるいはプラツトホーム等の海上施設を結ぶも
ので、多数本軸方向に連結して使用される。この
ライザパイプは、第3図に示すように、大略、石
油等の搬送路となる二本のプロダクシヨンパイプ
aと、坑口装置のバルブ等を遠隔操作するための
液圧管である多数本(たとえば12本)のコントロ
ールパイプbの2種類の内装管を、外筒c内にお
いて、該外筒両端部に装着した両側エンドサポー
トd,e間に架設して成つている。
Riser pipes connect a wellhead on the seabed and offshore facilities such as drilling ships, support ships, and platforms, and are used in large numbers connected in the axial direction. As shown in Figure 3, these riser pipes consist of two production pipes (a) that serve as transportation paths for oil, etc., and a number of hydraulic pipes (for example, Two types of inner pipes (12 pieces) of control pipes b are installed in an outer cylinder c between both end supports d and e attached to both ends of the outer cylinder.

この内装管a,bの架設構造として、一般に、
内装管a,bの両端部を両側エンドサポートd,
eにねじ込み固定しているが、この構造による
と、内装管a,bが軸方向に拘束されるため、波
浪や海流等によつてライザパイプ全体がたわみ変
形した場合や、外筒と内装管に温度差(たとえば
外筒が海水で冷却されるのに対して内装管に高温
の石油が流れることによる温度差)が生じた場合
等に、内装管に圧縮または引張り力が作用し、エ
ンドサポートd,eに対する内装管a,bのねじ
込み部、あるいは内装管が破損する危険性があ
る。
Generally, the construction structure of the inner pipes a and b is as follows:
Both ends of the inner pipes a and b are supported by both end supports d,
However, with this structure, inner tubes a and b are restrained in the axial direction, so if the entire riser pipe is bent and deformed by waves or ocean currents, or the outer tube and inner tube When there is a temperature difference between the outer tube and the inner tube (for example, when the outer tube is cooled by seawater and the inner tube is heated by high-temperature oil), compression or tensile force acts on the inner tube, causing the end support to There is a risk that the threaded portions of inner tubes a and b to d and e or the inner tubes will be damaged.

このため従来、第2,3図に示すように、内装
管a,bの一端部を一方のエンドサポートeに設
けた内装管挿入孔e1,e2にシール材fを介して軸
方向摺動可能に挿入することにより、該内装管
a,bに作用する上記機械的または熱的応力を緩
和する構造が提案された。ところがこの構造によ
ると、とくに小径のコントロールパイプbにおい
て、該パイプbの先端面に作用する流体圧力、す
なわち圧縮力pによつてパイプbが座屈を起こ
し、曲損したり、挿入孔e2から抜き出たりするお
それが生じる。
For this reason, conventionally, as shown in Figs. 2 and 3, one end of the inner pipes a and b is inserted into the inner pipe insertion holes e 1 and e 2 provided in one end support e through a sealing material f. A structure has been proposed in which the mechanical or thermal stress acting on the inner tubes a and b is alleviated by movably inserting the inner tubes a and b. However, according to this structure, especially in the small-diameter control pipe b, the fluid pressure acting on the tip surface of the pipe b, that is, the compressive force p, causes the pipe b to buckle, break, or break from the insertion hole e2. There is a risk that it may come out.

この座屈防止対策としては、内装管の振れ止め
サポートとは別に、座屈(曲がり)防止用のサポ
ートを所要数個所に設置することが考えられる
が、組立性、コスト等の面できわめて不利となる
ため実用的でない。
As a measure to prevent this buckling, it may be possible to install supports to prevent buckling (bending) at several locations in addition to the steady rest supports for the inner pipe, but this is extremely disadvantageous in terms of ease of assembly, cost, etc. Therefore, it is not practical.

そこで本考案は、余分な設備を付加する必要が
なく、内装管自身に圧縮力に対抗する引張り力を
作用させ、この相殺効果によつて座屈をおさえる
ことができるライザパイプの内装管取付構造を得
んとするものである。
Therefore, the present invention has developed an inner pipe mounting structure for a riser pipe that does not require additional equipment, applies tensile force that counteracts the compressive force to the inner pipe itself, and suppresses buckling due to this offsetting effect. The purpose is to obtain the following.

本考案の特徴とするところは、軸方向摺動可能
に支持される内装管端部を、先端側が小径となる
段状に形成するとともに、該内装管が挿入される
エンドサポートの内装管挿入孔をこの内装管端部
に対応する段状に形成し、内装管先端面に作用す
る圧縮力に対抗して、段部の内側段面に引張り力
を作用させるように構成した点に存する。
The feature of the present invention is that the end portion of the inner tube supported so as to be slidable in the axial direction is formed into a stepped shape with a smaller diameter on the tip side, and the inner tube insertion hole of the end support into which the inner tube is inserted. is formed in a step shape corresponding to the end of the inner tube, and is configured such that a tensile force is applied to the inner stepped surface of the stepped portion in opposition to the compressive force acting on the front end surface of the inner tube.

以下、本考案の実施例を第1図によつて説明す
る。
An embodiment of the present invention will be described below with reference to FIG.

なお、上記した座屈は、内装管のうちでも小径
で、かつ大きな流体圧力が作用するコントロール
パイプにおいて実際上問題となり、この実施例で
も専らこのコントロールパイプを適用対象として
説明するが、大径のプロダクシヨンパイプについ
も、使用条件によつて座屈が予想される場合には
以下同様に適用することができる。また、こゝで
は座屈荷重が作用するコントロールパイプの一端
部の取付構造についてのみ図示および説明し、他
端部の取付構造については従来同様であるため図
示、説明を省略する。
The buckling described above is a practical problem in internal pipes that have a small diameter and are subject to large fluid pressures, and this example will also be explained with this control pipe as the application target. The same applies to production pipes if buckling is expected due to usage conditions. Further, here, only the mounting structure at one end of the control pipe on which the buckling load acts will be illustrated and described, and the mounting structure at the other end will be omitted since it is the same as the conventional one.

1は外筒、2は一方のエンドサポート、3はコ
ントロールパイプで、このコントロールパイプ3
の一端部4を、エンドサポート2に設けたコント
ロールパイプ挿入孔(以下、単に挿入孔と記す)
5に軸方向摺動可能に挿入している。この挿入孔
5に挿入されたパイプ端部4は、先端側が内径お
よび外径ともに小さくなつた段状、さらに詳しく
は、挿入孔5の入口側に位置する図左側半部41
がパイプ本体部と同径、同挿入孔5の奥側に位置
する図右側半部42が段部43を介して小径とな
つた段状に形成している。以下、図左側半部41
を大径部、同右側半部42を小径部と称す。ま
た、挿入孔5についてもこのパイプ端部4に相対
応する段孔状、すなわち上記大径部41が挿入さ
れた大径孔部51と、小径部42が挿入された小
径孔部52とが段部53を介して連続する段孔状
に形成している。6はパイプ端部4の小径部外周
面に装着したシール材、7は次段に連結されるラ
イザパイプのコントロールパイプに対する連絡孔
である。
1 is the outer cylinder, 2 is one end support, 3 is the control pipe, and this control pipe 3
One end 4 is a control pipe insertion hole (hereinafter simply referred to as insertion hole) provided in the end support 2.
5 so as to be slidable in the axial direction. The pipe end 4 inserted into the insertion hole 5 has a stepped shape in which both the inner diameter and the outer diameter are smaller on the tip side, and more specifically, the left-hand half 41 located on the entrance side of the insertion hole 5.
The diameter of the pipe body is the same as that of the pipe body, and the right half 42 located on the back side of the insertion hole 5 is formed into a stepped shape with a diameter reduced through a step 43. Below, the left half of the figure 41
is called a large diameter portion, and the right half portion 42 is called a small diameter portion. The insertion hole 5 also has a stepped hole shape corresponding to the pipe end 4, that is, a large diameter hole 51 into which the large diameter portion 41 is inserted, and a small diameter hole 52 into which the small diameter portion 42 is inserted. It is formed into a continuous stepped hole shape with a stepped portion 53 interposed therebetween. Reference numeral 6 designates a sealing material attached to the outer peripheral surface of the small diameter portion of the pipe end 4, and 7 designates a communication hole for a control pipe of a riser pipe connected to the next stage.

上記パイプ端部4における大径部41の内径
D1と、小径部42の外径D2とは等寸法に形成し
ている。従つて、段部43における内側段面43
aの厚み(段差寸法)S1と、小径部42の厚みS2
とが等寸法となつている。なお、段部43は、流
体の流れをよくするために図示の如く傾斜状に形
成してある。また、小径部42の長さl1と、挿入
孔5における大径孔部51の長さl2をl1<l2の関
係に設定してある。この点の作用効果は後述す
る。
Inner diameter of the large diameter portion 41 at the pipe end 4
D 1 and the outer diameter D 2 of the small diameter portion 42 are formed to have the same dimensions. Therefore, the inner step surface 43 of the step portion 43
Thickness of a (step dimension) S 1 and thickness of small diameter portion 42 S 2
and are of equal size. Note that the step portion 43 is formed in an inclined shape as shown in the figure in order to improve the flow of fluid. Further, the length l 1 of the small diameter portion 42 and the length l 2 of the large diameter hole portion 51 in the insertion hole 5 are set to have a relationship of l 1 <l 2 . The effects in this regard will be described later.

このようなコントロールパイプ取付構造による
ときは、コントロールパイプ3内に充満した流体
の圧力によつて該パイプ端部4の小径部端面42
aに圧縮力P1が作用した場合、同時に、同じ流
体の圧力によつて段部43の内側段面43aに上
記圧縮力P1と逆方向の力、すなわち引張り力P2
が作用する。こゝで、小径部端面42aと段部内
側段面43aとは、径および厚みとも同一で受圧
面積が等しいため、該両面42a,43aに作用
する上記力P1,P2も等しくなり、この力P1,P2
の拮抗(相殺)作用によつてコントロールパイプ
3の座屈が防止されるものである。
When using such a control pipe mounting structure, the pressure of the fluid filling the control pipe 3 causes the small diameter end surface 42 of the pipe end 4 to
When a compressive force P 1 is applied to a, at the same time, the pressure of the same fluid causes a force in the opposite direction to the compressive force P 1 to the inner step surface 43a of the stepped portion 43, that is, a tensile force P 2
acts. Here, since the small diameter portion end surface 42a and the step inner step surface 43a have the same diameter and thickness and the same pressure receiving area, the forces P 1 and P 2 acting on both surfaces 42a and 43a are also equal, and this Force P 1 , P 2
The buckling of the control pipe 3 is prevented by the antagonistic (offset) action of .

ところで、上記実施例では圧縮力P1=引張り
力P2の関係となるように、小径部端面42aと
段部内側段面43aの受圧面積を等しく形成した
が、本考案においては、大径部内径D1>小径部
外径D2として段部内側段面43aの受圧面積を
小径部端面42aのそれよりも大きくしてもよ
い。こうすれば、引張り力P2が圧縮力P1よりも
大きくなるため、座屈防止効果が万全となるう
え、余剰引張り力が、コントロールパイプ3が挿
入孔5から抜け出る方向に摺動移動した場合の復
帰力として作用する。但し、この余剰引張り力が
過大とならない範囲でP1<P2の関係を選定する
必要があることはいうまでもない。
By the way, in the above embodiment, the pressure receiving areas of the small diameter part end face 42a and the stepped part inner step surface 43a were formed to be equal so that the compressive force P 1 = tensile force P 2. However, in the present invention, the large diameter part The pressure receiving area of the inner step surface 43a of the stepped portion may be larger than that of the end surface 42a of the small diameter portion by setting the inner diameter D 1 >the outer diameter D 2 of the small diameter portion. In this way, since the tensile force P 2 becomes larger than the compressive force P 1 , the buckling prevention effect is perfect, and the excess tensile force prevents the control pipe 3 from sliding in the direction in which it comes out of the insertion hole 5 . acts as a restoring force. However, it goes without saying that the relationship of P 1 < P 2 must be selected within a range where this surplus tensile force does not become excessive.

なお、パイプ端部4を段状に形成したこの構造
によれば、ライザパイプ組立時におけるパイプ端
部4の挿入孔5への挿入時に、小径部42がまず
大径孔部51に遊挿されて先導作用を果たす。ま
たこの実施例では、小径部長さl1<大径部長さl2
の関係に設定してあるため、小径部42が小径孔
部52に嵌まり込む前に、大径部41が大径孔部
51に嵌合して、上記小径部42の小径孔部52
への嵌入のガイド作用を果たす。このため、パイ
プ端部4の挿入孔5への挿入操作が簡単となる。
以上述べたように本考案によれば、座屈防止用サ
ポート等の余分な設備を付加する必要がなく、内
装管自身に、圧縮力に対抗する引張り力を発揮さ
せてその相殺効果によつて座屈をおさえることが
できるものであり、実用上きわめて有益なもので
ある。
In addition, according to this structure in which the pipe end 4 is formed in a stepped shape, when the pipe end 4 is inserted into the insertion hole 5 during riser pipe assembly, the small diameter part 42 is first loosely inserted into the large diameter hole 51. It plays a leading role. In addition, in this embodiment, the length of the small diameter portion l 1 <the length of the large diameter portion l 2
Therefore, before the small diameter portion 42 fits into the small diameter hole 52, the large diameter portion 41 fits into the large diameter hole 51, and the small diameter hole 52 of the small diameter portion 42
It acts as a guide for fitting into the hole. Therefore, the insertion operation of the pipe end portion 4 into the insertion hole 5 becomes easy.
As described above, according to the present invention, there is no need to add extra equipment such as supports to prevent buckling, and the inner pipe itself is made to exert a tensile force that counteracts the compressive force, which has an offset effect. This can suppress buckling and is extremely useful in practice.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の実施例を示す部分縦断面図、
第2図は従来例を示す部分縦断面図、第3図は同
ライザパイプ全体の一部切欠縦断面図である。 2……エンドサポート、3……内装管(コント
ロールパイプ)、4……同内装管端部、41……
同端部の大径部、42……同小径部、42a……
同小径部端面、43……段部、5……エンドサポ
ートの内装管挿入孔、51……同挿入孔の大径孔
部、52……同小径孔部、53……同段部。
FIG. 1 is a partial vertical sectional view showing an embodiment of the present invention;
FIG. 2 is a partial longitudinal sectional view showing a conventional example, and FIG. 3 is a partially cutaway longitudinal sectional view of the entire riser pipe. 2...End support, 3...Inner pipe (control pipe), 4...End of the same inner pipe, 41...
Large diameter portion of the same end, 42... Small diameter portion of the same end, 42a...
End face of the small diameter portion, 43...Stepped portion, 5...Inner pipe insertion hole of the end support, 51...Large diameter hole portion of the insertion hole, 52...Small diameter hole portion, 53...Same step portion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 内装管の一端部を一方のエンドサポートに固着
し、他端部を他方のエンドサポートの内装管挿入
孔に軸方向摺動可能に挿入してなるライザパイプ
において、上記内装管挿入孔に挿入される内装管
端部を、先端側が小径となる段状に形成するとと
もに、内装管挿入孔を該内装管の段状端部に対応
する段状に形成してなり、流体圧力によつて上記
内装管の段状端部における小径部端面に作用する
圧縮力に対抗して段部内側段面に引張り力を作用
させるように構成したことを特徴とするライザパ
イプの内装管取付構造。
In a riser pipe in which one end of the inner pipe is fixed to one end support and the other end is slidably inserted into the inner pipe insertion hole of the other end support, the inner pipe is inserted into the inner pipe insertion hole. The end of the inner tube is formed in a stepped shape with a smaller diameter on the tip side, and the inner tube insertion hole is formed in a stepped shape corresponding to the stepped end of the inner tube. 1. An internal pipe mounting structure for a riser pipe, characterized in that a tensile force is applied to the inner stepped surface of the stepped portion in opposition to the compressive force acting on the small diameter end surface of the stepped end of the pipe.
JP17815883U 1983-11-19 1983-11-19 Internal pipe mounting structure of riser pipe Granted JPS6087290U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17815883U JPS6087290U (en) 1983-11-19 1983-11-19 Internal pipe mounting structure of riser pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17815883U JPS6087290U (en) 1983-11-19 1983-11-19 Internal pipe mounting structure of riser pipe

Publications (2)

Publication Number Publication Date
JPS6087290U JPS6087290U (en) 1985-06-15
JPS6323511Y2 true JPS6323511Y2 (en) 1988-06-28

Family

ID=30386876

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17815883U Granted JPS6087290U (en) 1983-11-19 1983-11-19 Internal pipe mounting structure of riser pipe

Country Status (1)

Country Link
JP (1) JPS6087290U (en)

Also Published As

Publication number Publication date
JPS6087290U (en) 1985-06-15

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