JPS6272808A - Steel tube leg coupler for mooring marine structure - Google Patents
Steel tube leg coupler for mooring marine structureInfo
- Publication number
- JPS6272808A JPS6272808A JP21074085A JP21074085A JPS6272808A JP S6272808 A JPS6272808 A JP S6272808A JP 21074085 A JP21074085 A JP 21074085A JP 21074085 A JP21074085 A JP 21074085A JP S6272808 A JPS6272808 A JP S6272808A
- Authority
- JP
- Japan
- Prior art keywords
- shoulder
- steel pipe
- seal
- box
- pin
- 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.)
- Granted
Links
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明はテンションレグブラットフオーム(TLP)等
の海洋構造物係留用鋼管レグ材の継手構造に関する物で
ある。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a joint structure for steel pipe leg materials for mooring marine structures such as tension leg plate forms (TLP).
(従来の技術)
近年、海洋石油掘削海域の大水深化、海象条件の厳しい
海域での操業に伴ない浮体安定性確保、浮体設置時間の
短縮、作業完了後の撤去の容易さの面で優れた第7図に
示す如きテンションレグブラットフオーム(TLP )
の設置が各個所で実施又は計画されている。このTLP
の係留部材として鋼管、ワイヤロープ、繊維ロープが考
えられているがライテーパイブ、ドリルパイプ、ケーシ
ングパイプで実績のある鋼管レグが最も有望となってい
る。(Conventional technology) In recent years, as offshore oil drilling areas have become deeper and operations have become more difficult in areas with severe sea conditions, floating structures have been improved in terms of ensuring stability, shortening installation time, and ease of removal after work is completed. Tension leg plate form (TLP) as shown in Fig. 7
installation is being carried out or planned at each location. This TLP
Steel pipes, wire ropes, and fiber ropes are being considered as mooring members, but steel pipe legs, which have a proven track record for right pipes, drill pipes, and casing pipes, are the most promising.
図中、1は船体、2はテンションレグ、3は鋼管レグ材
ピン側、4FJrl#I管レグ材ゴツクス側、5はアン
カー、6はテンションレグ上部端末、7はテンションレ
グ下部端末を示す。In the figure, 1 is the hull, 2 is the tension leg, 3 is the steel pipe leg pin side, 4 is the FJrl#I pipe leg gox side, 5 is the anchor, 6 is the upper end of the tension leg, and 7 is the lower end of the tension leg.
さらに、例えば第8図に示す端部に夫々ビン及びボック
スを有する鋼管レグの継手として、溶接継手およびねじ
継手が考えられるが、設置、撤去作業、補修等の点から
、ねじ継手が有望となっている。図中8は鋼管レグ材単
体、9はビン側ネジ部を示す。Furthermore, for example, welded joints and threaded joints are conceivable as joints for the steel pipe legs that have a bottle and a box at their ends, respectively, as shown in Figure 8, but threaded joints are more promising in terms of installation, removal work, repair, etc. ing. In the figure, 8 indicates a single steel pipe leg material, and 9 indicates a threaded portion on the bottle side.
(発明が解決しようとする問題点)
この鋼管レグ用継手に要求される性能としてはレグ材に
負荷される初期張力及び波、風、潮流から負荷される変
動荷重に対する静的荷重、動的荷重に耐える強度を有す
ること。ネジ部に海水が侵入した場合腐食疲労条件とな
り継手寿命が著しく低下するのを防止するために充分な
シール性能を有することが要求される。(Problem to be solved by the invention) The performance required for this steel pipe leg joint is the initial tension applied to the leg material, and the static load and dynamic load with respect to the fluctuating load applied from waves, wind, and currents. It must have the strength to withstand. It is required to have sufficient sealing performance to prevent seawater from penetrating the threaded portion, which would lead to corrosion fatigue and significantly shorten the life of the joint.
従来、高強度化鋼管継手として、アメリカ石油協会規格
(API)にあるパッドレスタイプのネジが用いられて
おり、静的、動的強度は十分である。Conventionally, padless type screws according to the American Petroleum Institute Standards (API) have been used as high-strength steel pipe joints, and they have sufficient static and dynamic strength.
外面シール構造全有する鋼管継手として前記アメリカ石
油協会規格(API)にエキストリーみラインケーシン
グ継手がある。この継手の構造を第9図に示すが、外面
シールの構造はボックス端部のショルダ部および相対す
るビンショルダ部との密着によって外圧をシールするド
ルクシ、ルダ10による構造であシ、ポックスジ、ルダ
とビンショルダとの干渉により面圧を確保する構造であ
る。As a steel pipe joint having a complete external seal structure, there is an extreme line casing joint according to the American Petroleum Institute Standards (API). The structure of this joint is shown in Fig. 9, and the structure of the external seal is based on Drukshi, Luda 10, which seals against external pressure by making close contact with the shoulder of the box end and the opposing bottle shoulder. This structure ensures surface pressure through interference with the bottle shoulder.
但しこの継手は干渉式が大きすぎると焼付奮起こし、干
渉式が少なすぎると軸力負荷時にリークを生じてしまい
適正な干渉式範囲が狭いため、実用上問題がある。However, in this joint, if the interference type is too large, it will cause seizure, and if the interference type is too small, leakage will occur when axial force is applied, and the range of the appropriate interference type is narrow, which poses a practical problem.
(問題点を解決するための手段)
そこで本発明者らはねじの製作精度に左右されないシー
ル性能を有し、かつ施工上締付はトルクの変動にも左右
されないシール性能を有するねじ継手を提供するべく種
々の検討を行なった結果、外面シール構造として2段の
ショルダを有し、外面側のショルダはインバースショル
ダタイプにし、かつインバースショルダの干渉式に分布
を持たせることで前記問題を解決し得るという全く新た
々知見を得て、本発明を行なったものである。(Means for Solving the Problems) Therefore, the present inventors have provided a threaded joint that has a sealing performance that is not affected by the manufacturing accuracy of the thread, and also has a sealing performance that is not affected by changes in torque during construction. As a result of various studies, we found that the above problem was solved by having two stages of shoulders as the outer seal structure, making the outer shoulder an inverse shoulder type, and providing distribution to the interference formula of the inverse shoulder. The present invention was developed based on this completely new knowledge.
即ち本発明は、鋼管の一端の外面に雄ねじを有するビン
と他一端の内面に雌ねじ全有するボックスの結合によシ
構成される海洋構造物係留用鋼管レグ材継手において、
(1)外面シールを行なうインバースショルダ面とネジ
締付時このショルダ面のシール面圧をコントロールする
とともにネジとシール面の相対的位置関係をコントロー
ルする2段目のショルダを有することを特徴とする海洋
構造物用ネジ継手。That is, the present invention provides a steel pipe leg joint for mooring marine structures that is constructed by combining a bottle having a male thread on the outer surface of one end of the steel pipe and a box having all female threads on the inner surface of the other end, which includes: (1) an outer surface seal; A threaded joint for marine structures characterized by having an inverse shoulder surface during screw tightening and a second stage shoulder that controls the sealing surface pressure of this shoulder surface during screw tightening and controls the relative positional relationship between the screw and the sealing surface. .
(2) インバースショルダ面のビン側、テッジス側
各々の当り面に面圧分布を持たせるため事前にピン側、
ボックス側のインバースショルダ部シール面に勾配差が
付けられたことを特徴とする海洋構造物用ネジ継手。(2) In order to provide surface pressure distribution on the contact surfaces of the inverse shoulder surface on the bottle side and the tedges side,
A threaded joint for marine structures characterized by a slope difference on the inverse shoulder sealing surface on the box side.
である。It is.
(作用)
テンションレグシラ、トフオーム用鋼管しグ材において
、外面シールとしてインバースドルクシ言ルダを有する
とともに締付トルクの管理を容易にし過剰締付を防止す
るための2段目のドルクシ胃ルダを取付け、又インバー
ストルクショルダ部の干渉式に分布をつけることによυ
引張負荷時ドルクシ!lA/ダ部のシール面にスキマを
生じさせないシール構造としたものである。(Function) Tension leg sillage and steel pipe gluing material for TOFORM have an inverse dorsal plate as an outer seal and a second stage dorsal plate to facilitate management of tightening torque and prevent over-tightening. By installing and distributing the interference formula of the inverse torque shoulder part, υ
Drukshi under tensile load! The seal structure does not create a gap on the sealing surface of the lA/da portion.
(実施例) 第1図乃至第6図に本発明の実施例を示す。(Example) Embodiments of the present invention are shown in FIGS. 1 to 6.
Wj1図はビン、ゲックス締付時の継手部断面図、第2
図は本発明の詳細な説明図、第3図、第4図はピン側、
ボックス側の詳細説明図である。Figure Wj1 is a sectional view of the joint when tightening the bottle and Gex, and the second
The figure is a detailed explanatory diagram of the present invention, Figures 3 and 4 are the pin side,
It is a detailed explanatory diagram of the box side.
第2図の11は主トルクショルダであシ、ネ・ゾ18の
締め込みによるネジ反力をトルクショルダ11部で受け
この反力により生じるピン側、ボックス側シール面第3
図の111、第4図のllbの弾性変形により干渉式を
持たせるとともにシール面圧を確保する。第2図の19
は付加可能なシール用リングであ)これは万−主トルク
ショルダ11の、シールが漏れた時のパ、クア、グ用の
2次的シールでありシールリング19を取付けた構造も
可能である。第2図の17が2段目のトルクショルダで
あシ継手展作時に締付を行なう時、主トルクショルダ1
1を、先に当てる構造とした後、さらに締込んだ後、2
段目のトルクショルダ17を当てるように設定すること
により締付作業時締付はトルクが急に増加するため、こ
の増加点で締付完了を検出することができ、締付トルク
のコントロールが可能となシ、締付トルクの管理、トル
クショルダの干渉枚位の管理全容易に行なうことができ
るとともに過剰締込みによる主トルクショルダー1の塑
性変形を防止することができる。図中12はトルクショ
ルダ内側位置決め平面、14け内面シール面、16は付
加可能なシールリング溝である。15は主ドルクシ、ル
ダと2段目のドルクシ、ルダ間をつなぐ円錐面であり、
ここにはピン側15mとボックス側15bの寸法設定に
よシ隙間を付は縁を切る場合と15m、15bに干渉式
全設定し主トルクショルダー1に円周方向押付力を追加
する場合の2ケースが可能である。Reference numeral 11 in Fig. 2 is the main torque shoulder.The torque shoulder 11 receives the screw reaction force caused by tightening the screw 18, and the pin side and box side seal surfaces 3 are generated by this reaction force.
The elastic deformation of 111 in the figure and llb in Fig. 4 provides an interference type and ensures sealing surface pressure. 19 in Figure 2
is a sealing ring that can be added) This is a secondary seal for P, C, and G of the main torque shoulder 11 when the seal leaks, and a structure in which the seal ring 19 is attached is also possible. . 17 in Fig. 2 is the second stage torque shoulder.When tightening during joint extension, the main torque shoulder 1
After configuring 1 to be applied first, and further tightening, 2
By setting the stage to hit the torque shoulder 17, the torque increases suddenly during tightening work, so the completion of tightening can be detected at this point of increase, and the tightening torque can be controlled. It is possible to easily manage the tightening torque and the interference position of the torque shoulder, and also to prevent plastic deformation of the main torque shoulder 1 due to excessive tightening. In the figure, 12 is a torque shoulder inner positioning plane, 14 is an inner sealing surface, and 16 is an addable seal ring groove. 15 is a conical surface connecting the main Drukshi, Ruda and the second Drukshi, Ruda,
Here, two cases are shown: one is to add a gap or cut the edge depending on the dimensions of the pin side 15m and the box side 15b, and the other is to set all interference types to 15m and 15b and add circumferential pressing force to the main torque shoulder 1. Case is possible.
本発明2番目の発明として、第3図、第4図に例示する
如くピン側主トルクショルダー11Lが管軸直角方向と
なす角θ1とボックス側主トルクショルダーlbが管軸
直角方向となす角θ、にθ□〉θ3となる様に差を付は
主ドルクシ、ルダシール面に・やイブ外側の干渉式が大
となるように干渉式に差を設けることにょシ締付完了後
張カを負荷した時のトルクショルダ部締付カ分布ヲコン
トロールし全体の総面圧を低目に押えながらトルクショ
ルダ11の外表面側にスキマが生じ部分的に海水がシー
ル面に侵入するのを防止することができる。この面圧分
布全持たせることの効果を次に示す。As a second invention of the present invention, as illustrated in FIGS. 3 and 4, the angle θ1 that the pin side main torque shoulder 11L makes with the direction perpendicular to the tube axis and the angle θ that the box side main torque shoulder lb makes with the direction perpendicular to the tube axis. , it is necessary to make a difference in the interference formula so that θ□〉θ3 is large on the main dorsal and luda seal surfaces, and on the outside of the eve. To control the distribution of the tightening force of the torque shoulder part when the torque shoulder part is tightened and to keep the overall total surface pressure to a low level while preventing a gap from forming on the outer surface side of the torque shoulder 11 and partially intruding seawater into the sealing surface. I can do it. The effect of having this full surface pressure distribution is shown below.
第5図は第2図の主トルクショルダのA点、B点間に干
渉式分布0.07〜0.05m+i持たせてメークアッ
プ(締付け)し継手部に応力値換算で20 kg7wm
”の張力を加えた場合のシール面圧分布の計算値例を示
す。点線はメークアップ時、実線は軸力負荷時である。Figure 5 shows a make-up (tightening) with an interference type distribution of 0.07 to 0.05 m+i between points A and B of the main torque shoulder in Figure 2, resulting in a stress value of 20 kg7w at the joint.
An example of the calculated value of the seal surface pressure distribution when a tension of '' is applied is shown.The dotted line is when making up, and the solid line is when axial force is applied.
第6図は第2図の主トルクショルダのA点、B点間に一
様な干渉代0.05mt持たせてメークア、プ(締付け
)し継手部に応力値換算で20ゆ/m=”の張力を加え
た場合のシール面圧分布の計算値例を示す。点線はメー
クアップ時、実線は軸力負荷時である。Figure 6 shows a uniform interference margin of 0.05 m between points A and B of the main torque shoulder in Figure 2, and the stress on the joint is 20 Yu/m in terms of stress value. An example of the calculated value of the seal surface pressure distribution when a tension of
これから第6図の場合軸力20 kg/m”でA点側に
開口音生じるものの第5図の場合軸力20ゆ/−では開
口を生じることなくシール面圧を確保できることがわか
る。From this, it can be seen that in the case of FIG. 6, an opening sound occurs on the A point side when the axial force is 20 kg/m'', but in the case of FIG. 5, the seal surface pressure can be ensured without causing an opening when the axial force is 20 kg/m.
これから全体の面圧を低目に押えながらシール面干渉代
に適正な分布全持たせることにより、負荷軸力に対し開
口音生じないシール面全横底することができる。From now on, by keeping the overall surface pressure low while ensuring that the seal surface interference margin has an appropriate distribution, it is possible to make the entire seal surface lateral bottom so that opening noise does not occur in response to the load axial force.
(発明の効果)
本発明の継手を利用することによりシール面トルクショ
ルダの干渉伏設定精度向上、締付トルク設定精度の向上
、干渉枚位管理を容易にするとともに過剰締込み全防止
できる。又軸方向でのネジの位置と主トルクショルダ位
置の加工精度と締付稍度の関係全正確に管理することが
できる。(Effects of the Invention) By using the joint of the present invention, it is possible to improve the interference setting accuracy of the seal face torque shoulder, improve the tightening torque setting accuracy, facilitate interference level management, and completely prevent overtightening. Furthermore, the relationship between the axial screw position, the main torque shoulder position, the machining accuracy, and the degree of tightening can be completely controlled accurately.
さらに、主トルクショルダ面のピン側、?ックス側各々
の肖り面に面圧分布全持たせることによシ継手に張力が
作用した場合、主トルクショルダ外表面側に隙間が生じ
にくい構造とすることができる。Furthermore, the pin side of the main torque shoulder surface, ? By providing a full surface pressure distribution on each face on the box side, it is possible to create a structure in which gaps are less likely to form on the outer surface side of the main torque shoulder when tension is applied to the joint.
第1図は本発明の全体図、
第2図は本発明シール部の詳細説明図、第3図、第4図
は本発明のピン側、ボックス側の各々の詳細説明図、
第5図、第6図はシール面圧分布の計算値例を示す図、
第7図(、)はTLPの概念図、同(b)はビンボック
ス部の説明図、
第8図は両端に各々ピンとボックスを有するレグ材の説
明図、
第9図は従来の継手の説明図である。
1:船体、
2:テンションレグ(鋼管レグ材)、
3:鋼管レグ材ピン側
4:鋼管レグ材ボックス側、
5:アンカー
6:テンションレグ上部端末、
7:アンカ、ンレグ下部端末、
8:鋼管レグ材単体、 9:ピン側ネジ部、10:ト
ルクショルダー
11:インバーストルクショルダ、
12:トルクシ、ルダ内側位置決め平面、14:内面シ
ール面、
15:主トルクショルダ、2次ドルクシ、シダ間円錐面
、16:付加可能なシールリング溝、
17 : 2次)ルクショルダ、18:継手ネジ、19
:付加可能なシールリング。
第 2 図
第5図
第6図Fig. 1 is an overall view of the present invention, Fig. 2 is a detailed explanatory view of the seal portion of the present invention, Figs. 3 and 4 are detailed explanatory views of the pin side and box side of the present invention, Fig. 5, Fig. 6 is a diagram showing an example of calculated values of seal surface pressure distribution, Fig. 7 (,) is a conceptual diagram of TLP, Fig. 7 (b) is an explanatory diagram of the bottle box section, and Fig. 8 shows pins and boxes at both ends, respectively. FIG. 9 is an explanatory diagram of a conventional joint. 1: Hull, 2: Tension leg (steel pipe leg material), 3: Steel pipe leg pin side 4: Steel pipe leg box side, 5: Anchor 6: Tension leg upper end, 7: Anchor, leg lower end, 8: Steel pipe Leg material alone, 9: Pin side threaded part, 10: Torque shoulder 11: Inverse torque shoulder, 12: Torque shoulder, inner positioning plane of rudder, 14: Inner seal surface, 15: Main torque shoulder, secondary torque shoulder, conical surface between ferns , 16: Seal ring groove that can be added, 17: Secondary) shoulder, 18: Joint screw, 19
: Seal ring that can be added. Figure 2 Figure 5 Figure 6
Claims (2)
一端の内面に雌ねじを形成したボックスとを結合し構成
される海洋構造物係留用鋼管レグ材継手において、 ピンとボックスとの嵌合面に主インバースショルダ部分
と2段目のショルダ部分を形成させてなることを特徴と
する海洋構造物用鋼管レグ材継手。(1) In a steel pipe leg joint for mooring offshore structures that is constructed by joining a pin with a male thread formed on the outer surface of one end of the steel pipe and a box with a female thread formed on the inner surface of one end of the steel pipe, the fitting surface of the pin and box A steel pipe leg joint for marine structures, characterized by forming a main inverse shoulder part and a second shoulder part.
一端の内面に雌ねじを形成したボックスとを結合し構成
される海洋構造物係留用鋼管レグ材継手において、 主インバースショルダ部分のピン側およびボックス側の
当り面に面圧分布を持たせピン側およびボックス側の主
インバースショルダ部分のシール面に勾配差を形成させ
てなることを特徴とする海洋構造物用鋼管レグ材継手。(2) In a steel pipe leg joint for mooring marine structures that is constructed by joining a pin with a male thread formed on the outer surface of one end of the steel pipe and a box with a female thread formed on the inner surface of one end of the steel pipe, the pin side of the main inverse shoulder portion and A steel pipe leg joint for marine structures, characterized in that a contact surface on the box side has surface pressure distribution and a difference in slope is formed on the sealing surfaces of the main inverse shoulder portions on the pin side and the box side.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60210740A JPH0756131B2 (en) | 1985-09-24 | 1985-09-24 | Steel pipe leg fittings for mooring offshore structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60210740A JPH0756131B2 (en) | 1985-09-24 | 1985-09-24 | Steel pipe leg fittings for mooring offshore structures |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6272808A true JPS6272808A (en) | 1987-04-03 |
JPH0756131B2 JPH0756131B2 (en) | 1995-06-14 |
Family
ID=16594327
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP60210740A Expired - Lifetime JPH0756131B2 (en) | 1985-09-24 | 1985-09-24 | Steel pipe leg fittings for mooring offshore structures |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0756131B2 (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57186690A (en) * | 1981-05-14 | 1982-11-17 | Nippon Steel Corp | Screw coupling for high airtight oil well pipe |
JPS6026878A (en) * | 1983-07-23 | 1985-02-09 | 新日本製鐵株式会社 | Steel pipe joint for oil well |
JPS6060392A (en) * | 1983-09-13 | 1985-04-06 | 住友金属工業株式会社 | Pipe joint for oil well pipe |
JPS60132196A (en) * | 1983-12-20 | 1985-07-15 | 新日本製鐵株式会社 | Pipe joint |
-
1985
- 1985-09-24 JP JP60210740A patent/JPH0756131B2/en not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57186690A (en) * | 1981-05-14 | 1982-11-17 | Nippon Steel Corp | Screw coupling for high airtight oil well pipe |
JPS6026878A (en) * | 1983-07-23 | 1985-02-09 | 新日本製鐵株式会社 | Steel pipe joint for oil well |
JPS6060392A (en) * | 1983-09-13 | 1985-04-06 | 住友金属工業株式会社 | Pipe joint for oil well pipe |
JPS60132196A (en) * | 1983-12-20 | 1985-07-15 | 新日本製鐵株式会社 | Pipe joint |
Also Published As
Publication number | Publication date |
---|---|
JPH0756131B2 (en) | 1995-06-14 |
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