JP4289686B2 - Method for extending steel tubing and wells having such tubing - Google Patents
Method for extending steel tubing and wells having such tubing Download PDFInfo
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- 238000000034 method Methods 0.000 title claims description 47
- 229910000831 Steel Inorganic materials 0.000 title claims description 37
- 239000010959 steel Substances 0.000 title claims description 37
- 239000000919 ceramic Substances 0.000 claims description 20
- 239000012530 fluid Substances 0.000 claims description 15
- 238000005482 strain hardening Methods 0.000 claims description 12
- 229910045601 alloy Inorganic materials 0.000 claims description 6
- 239000000956 alloy Substances 0.000 claims description 6
- 229910000963 austenitic stainless steel Inorganic materials 0.000 claims description 5
- 230000009977 dual effect Effects 0.000 claims description 5
- 229910000794 TRIP steel Inorganic materials 0.000 claims description 3
- RVTZCBVAJQQJTK-UHFFFAOYSA-N oxygen(2-);zirconium(4+) Chemical compound [O-2].[O-2].[Zr+4] RVTZCBVAJQQJTK-UHFFFAOYSA-N 0.000 claims description 2
- 229910001928 zirconium oxide Inorganic materials 0.000 claims description 2
- 230000001154 acute effect Effects 0.000 claims 2
- 238000004804 winding Methods 0.000 claims 2
- 238000005086 pumping Methods 0.000 claims 1
- 238000002474 experimental method Methods 0.000 description 11
- 238000004519 manufacturing process Methods 0.000 description 11
- 239000004215 Carbon black (E152) Substances 0.000 description 4
- 229930195733 hydrocarbon Natural products 0.000 description 4
- 150000002430 hydrocarbons Chemical class 0.000 description 4
- 230000009172 bursting Effects 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000005253 cladding Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 229910000885 Dual-phase steel Inorganic materials 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 229910001566 austenite Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 229910010293 ceramic material Inorganic materials 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001747 exhibiting effect Effects 0.000 description 1
- 238000005242 forging Methods 0.000 description 1
- 230000012010 growth Effects 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000005272 metallurgy Methods 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 230000006911 nucleation Effects 0.000 description 1
- 238000010899 nucleation Methods 0.000 description 1
- 238000009419 refurbishment Methods 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B43/00—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
- E21B43/02—Subsoil filtering
- E21B43/10—Setting of casings, screens, liners or the like in wells
- E21B43/103—Setting of casings, screens, liners or the like in wells of expandable casings, screens, liners, or the like
- E21B43/105—Expanding tools specially adapted therefor
-
- C—CHEMISTRY; METALLURGY
- C21—METALLURGY OF IRON
- C21D—MODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
- C21D7/00—Modifying the physical properties of iron or steel by deformation
- C21D7/02—Modifying the physical properties of iron or steel by deformation by cold working
- C21D7/10—Modifying the physical properties of iron or steel by deformation by cold working of the whole cross-section, e.g. of concrete reinforcing bars
- C21D7/12—Modifying the physical properties of iron or steel by deformation by cold working of the whole cross-section, e.g. of concrete reinforcing bars by expanding tubular bodies
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Chemical & Material Sciences (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Materials Engineering (AREA)
- Crystallography & Structural Chemistry (AREA)
- Metallurgy (AREA)
- Organic Chemistry (AREA)
- Earth Drilling (AREA)
- Heat Treatment Of Steel (AREA)
- Forging (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Metal Extraction Processes (AREA)
Description
本発明は、チュービング(tubing)の拡張に関する。特に、本発明は、拡張マンドレルをチュービングに通して移動させることによりスチールチュービングを拡張する方法に関する。
チュービングを拡張する方法及び装置は、数多く知られている。
欧州特許明細書第643794号には、地下の井戸孔(borehole)の壁に抗してケーシングを拡張する方法が開示されており、このケーシングは可鍛材料から作られ、好ましくは少なくとも25%の非軸方向歪みの可塑性変形が可能であり、このケーシングは、ケーシングを通じてポンプ駆動、引っ張り、又は押圧される拡張マンドレルにより拡張され得る。
他の拡張方法及び装置は、独国特許明細書第1583992号、及び米国特許明細書第3,203,483号、第3,162,245号、第3,167,122号、第3,326,293号、第3,785,193号、第3,489,220号、第5,014,779号、第5,031,699号、第5,083,608号、第5,366,012号に開示されている。
公知の拡張方法の多くは、初めから波形にされた管(corrugated tube)を使用しており、後者の従来技術は、拡張マンドレルにより穴下方に拡張されたスロット管(slotted tube)を使用している。
公知の方法において波形又はスロット管を使用することは、管を所望通りに拡張するのに必要な拡張力を減じるように働く。
請求の範囲第1項の前段部に従った方法は、米国特許明細書第5,366,012号から公知である。この公知方法においては、スロット管が、テーパー拡張セクションを備えた拡張マンドレルにより拡張される。
本発明の目的は、少なくともある程度は堅固な、すなわち非スロットチュービングを拡張するための方法を提供することである。本方法では、チュービングを拡張する際小さい力を加えることが求められ、拡張されてないチュービングよりも大きい径と高い強度を有するチュービングが得られる。また、本方法は、拡張する前に既に管形状を有し得るチュービングにより実行され得る。
本発明による方法は、少なくともある程度は堅固な(solid)且つ成形可能な、(formable)スチール等級(grade)から作られチュービングを通して拡張マンドレルを移動させる工程を含む。該マンドレルのテーパー拡張セクションは、テーパーセラミック外面を有する。このチュービングは、拡張工程の結果として如何なるせぎり及び延性破壊も生じることなく歪み硬化が為される。
歪み硬化の結果、チュービングは拡張プロセスの間により強くなる。というのは、拡張がさらに大きくなると、前の拡張に対するよりもより大きな歪みが要求されるからである。
拡張マンドレルのテーパー付きセラミック外面と組み合わせて、チュービングに対して成形可能スチール等級を使用することは、共同作用効果を奏することが分かった。というのは、得られる拡張チュービングが、適度に増強された強度を有する一方、拡張力は低く保たれるからである。チュービングが地下の井戸孔で使用されるなら、拡張前のチュービングの低い降伏強度と高い延性により、リールドラムから井戸孔内に巻き取られるチュービングが使用できる。
冶金技術では、歪み硬化(strain-hardening)と加工硬化(work-hardening)なる用語は同意語であり、両方とも可塑的変形により生じる強度の増大を示すのに用いられる。
この明細書で用いられる用語である成形可能スチール等級は、チュービングが、種々の形状に可塑的に変形される一方でその構造上の完全性を維持することができることを意味する。
スチールの成形特性を決める方法は、メタルハンドブック、第9版、14巻、成形と鍛造(Forming and Forging)、ASMインターナショナル発行、メタルパーク(Metals Park)、オハイオ(米国)、に記載されている。
せぎり(necking)なる用語は、局所圧縮の発生による或場所での非一様可塑性変形を引き起こす幾何学効果を示す。せぎりの観点から、せぎり領域での連続的な加工硬化は、ネック内の最小断面の連続的な低減に対してもはや補償しない。従って、スチールの負荷運搬容量は低下する。連続的な負荷により、実際にさらに可塑的変形の全てが、ネック領域に制限され、その結果、高度に非一様変形が、破壊が起こるまでせぎり領域において発生して発達する。
延性破壊なる用語は、延性特性を示すコンポーネントの可塑変形が、コンポーネントが局所的に2つに割れるほど極度に進む場合に欠陥が発生することを意味する。内部ボイド(void)の核形成、成長及び凝結は、欠陥まで進み、鈍い繊維状の破裂表面を残す。せぎり及び延性破壊なる用語の詳細な説明は、ハンドブック「機械設計における材料欠陥(Failure of Materials in Mechanical Design)」、J.A.コリンズ(Collins)、第2版、John Wiley and Sons発行、ニューヨーク(米国)、1993年、に与えられている。
好ましくは、チュービングは成形可能な高強度スチール等級から作られ、0.8より小さい降伏強度−引張り強さの比を有し、少なくとも275MPaの降伏強度を有する。高強度スチールなる用語は、この明細書で用いられる場合には、少なくとも275MPaの降伏強度を有するスチールを示す。
チュービングが、降伏応力/引張り応力の比が0.6から0.7までの成形可能スチール等級から作られることも好ましい。
双位相(dual phase:DP)高強度低合金(high-strength,low-allow:HSLA)スチールは、拡張された管の良好な表面仕上げを確実にする管の拡張工程中におけるルーダーズ(Luders)バンド形成を除去する明確な降伏点を欠く。
本発明による方法で使用される適当なHSLA双位相(DP)スチールは、ソラック(Sollac)により開発され少なくとも550Mpaの引張り強さを有する等級DP55及びDP60、並びに新日本製鐵株式会社により開発され少なくとも540MPaの引張り強さを有する等級SAFH540及びSAFH590Dである。
米国特許明細書第4,938,266号には双位相スチールを製造するための方法が開示されているのが分かる。
その他の適当なスチールは、以下の成形可能な高強度スチール等級である。
− ASTM A106高強度低合金(HSLA)シームレスパイプ、
− ASTM A312オーステナイトステンレススチールパイプ、等級TP304L、
− ASTM A312オーステナイトステンレススチールパイプ、等級TP316L、及び
− 新日鐵により開発された等級SAFH590E,SAFH690E,SAFH780Eのような高残留オーステナイト高強度熱間圧延スチール(低合金TRIPスチール)。
上記DPと他の適当なスチールは各々、少なくとも0.16の歪み硬化指数nを有し、拡張されたチュービングの外径が、拡張されてないチュービングの外径より少なくとも20%大きくなるようにチュービングを拡張させることが出来る。
歪み硬化、加工硬化、歪み硬化指数nなどの用語の詳しい説明は、ハンドブック「金属形成力学と冶金学(Metal Forming-Mechanics and Metallurgy)」、第2版、Prentice Hall発行、ニュージャージー(米国)、1993年、の第3章及び第17章に為されている。
適切には、拡張マンドレルは、円錐形のセラミック外面を有する拡張セクションを含む。米国特許明細書第3,901,063号には管引き操作で使用するための円錐形セラミック外面を有するプラグが開示されている。拡張マンドレルがチュービングを通してポンプ駆動される場合には、マンドレルがシールセクションを含むことが好ましい。このシールセクションは、拡張マンドレルの背後に油圧を作用させることによりマンドレルがチュービング内を移動する際に、シールセクションがチュービングの拡張部分に可塑的に係合するようなテーパー拡張セクションからの距離にて配置される。このことは、前記距離が拡張されたチュービングの壁厚の少なくとも3倍であるならば、一般に達成される。
円錐形のセラミック面を用いることにより、拡張工程中の摩擦力が低減され、拡張管に係合するシールセクションを設けることにより、油圧力がチュービングを過度に拡張してしまうことが避けられる。
このような場合には、拡張マンドレルが、井戸孔及び拡張マンドレルの前方のチュービング内に存在する如何なる流体をも地表に抜き出すためのベントラインを含むことが好ましい。
別法として、拡張されたチュービングの内径が井戸孔又は井戸孔内に存在するケーシングの内径よりも僅かに小さくなるように、チュービングが拡張され、それにより、井戸孔及び拡張マンドレルの前方のチュービング内に存在する如何なる流体も、拡張工程後にチュービングの周りに空いたまま残る環状空間を介して地表に抜き出される。
本発明は、本発明による方法で拡張されたチュービングが設けられた井戸にも関する。このような場合には、チュービングは、チュービングを通して炭化水素流体を地表に輸送する生産チュービングとして働くことができ、巻き取り可能なサービス及び/又はキル(kill)ラインは、チュービング長の少なくとも実質的な部分を通過し、それを通ってライン流体が井戸孔の底に向かってポンプ駆動され得る一方、炭化水素流体は、周囲の生産チュービングを介して生産される。このような拡張された生産チュービングを使用することにより、井戸穴のほとんど全体を炭化水素流体の輸送のために使用することができ、その結果、所望の生産速度を達成するのに相対的に細い井戸孔が利用できる。
別法として、井戸孔内に存在するケーシングの内面に抗して、チュービングが拡張され得る。このような場合には、チュービングは生産チュービング及び/又は防護クラッディング(cladding)として用いることができる。防護クラッディングは、腐食性井戸流体、及びメンテナンスや改修作業中に井戸内に降ろす工具からの損傷に対して井戸を保護するものである。
本発明による方法及び井戸システムにおけるこれら及びその他の目的、特徴、効果は、添付請求の範囲、要約、及び添付図面を参照した以下の詳細な説明から明らかとなる。添付図面において、図1は、地下井戸孔の長手方向断面図であり、本発明による方法でチュービングが拡張されている。
図1を参照すると、地下層群1を横切る井戸孔と、セメントから成る環状本体3により井戸孔内に固定されたケーシング2が示されている。
生産チュービング4は、双位相高強度低合金(HSLA)スチール又は他の成形可能高強度スチールから作られ、ケーシング2内に吊される。
拡張マンドレル5は、チュービング4を通って長手方向に移動され、それにより、拡張チュービングの外径がケーシング2の内径より僅かに小さいか又はほぼ等しくなるように、チュービング4を拡張する。
拡張マンドレル5には、一連のセラミック面が備わり、拡張工程中のピグ(pig)とチュービング4の間の摩擦力を制限する。示された例では、チュービングを実際に拡張する円錐形セラミック面のセミトップ角Aは、約25°である。酸化ジルコニウムは、平滑な円錐形リングとして形成され得る適切なセラミック材料であることが分かっている。実験及びシミュレーションにより、もし円錐形セミトップ角Aが20〜30°であるならば、パイプは、本質的に前記円錐形部分の外側先端又は縁にて、場合によっては円錐形部分の約中間にて、S字状となるように変形し、セラミック面のテーパー部6に接触することが示されている。
実験によると、拡張するチュービング4がS字状となることが有利であることも示された。というのは、このことにより、セラミック面6のテーパー部とチュービング4との間の接触面の長さが減り、それにより、拡張マンドレル5とチュービング4の間の摩擦量も減るからである。
実験によると、もし前記セミトップ角Aが15°よりも小さいならば、管とピグ間の相対的に高い摩擦力を生じ、もし前記トップ角が30°よりも大きいならば、チュービング4の可塑的曲がり故に余分な可塑的作用が生じ、このことがより高い熱散逸やチュービング4を通したピグ5の前方移動の破裂をも引き起こすことも示された。従って、前記セミトップ角Aは15〜30°の間で選択されるのが好ましく、常に5〜45°の間とすべきである。
実験によると、拡張工程中のチュービングの焼付きを避けるためには、拡張マンドレル5のテーパー部は非金属外面を有するべきであることも示された。さらに、拡張マンドレルのテーパー部用にセラミック面を使用することにより、チュービング4の内面の平均粗さが拡張工程の結果として小さくなった。また、実験によると、セラミックテーパー面6を備えた拡張マンドレル5は、拡張後にチュービング外径D2が非拡張チュービングの外径D1より少なくとも20%大きくなるように、成形可能スチールから成るチュービング5を拡張でき、適当な成形可能スチールは、DP55及びDP60として公知の双位相(DP)高強度低合金(HSLA)スチール;ASTM A106HSLAシームレスパイプ、ASTM A312オーステナイトステンレススチールパイプ、等級TP304L及びTP316L、並びに新日鐵により製造されているTRIPスチールとして公知の高残留オーステナイト高強度熱間圧延スチールである。
マンドレル5は、一対のシールリング7を備え、これらのシールリング7は、リング7がチュービング4の可塑的に拡張されたセクションに面するよう円錐形セラミック面6から一定距離にて配置される。シールリングは、高い油圧の流体がマンドレル5の円錐形セラミック面6と拡張するチュービング4の間に存在してチュービング4の不規則に大きな拡張を生じることを避けるよう働く。
拡張マンドレル5は、コイルベントライン8に連通した中央ベント通路9を備え、ベントライン8を通って流体が地表に抜き出され得る。拡張工程の完了後、ピグ5はベントラインにより地表まで引っ張り上げられ得、コイルキル及び/又はサービスライン(図示せず)が拡張されたチュービング4内に降ろされ得て、炭化水素流体流入ゾーンに向けてキル及び/又はトリートメント流体を注入するのを容易にする。この注入は、通常は生産チュービングと井戸ケーシングの間の環を介して行われる。しかしながら、もしチュービング4がより小さい径に拡張されるならば、ケーシング2と拡張チュービング4の間の残りの環状空間は、拡張工程中に流体を抜き出し、生産工程中に流体を注入するのに使用できる。この場合には、ベントライン8とキル及び/又はサービスラインを使用する必要はない。
従来の井戸では、たとえ井戸が反れてケーシングが不規則な内面を有していても、チュービングにスムーズに挿入できるようにするために、井戸の内径の50%より小さい外径を有する生産チュービングを使用することがしばしば必要である。従って、本発明による本来の位置へのチュービング拡張方法が井戸穴の効率的な使用を強化することは明らかである。
油圧によりチュービング内に拡張マンドレルを移動させる代わりに、マンドレルは、ケーブルによりチュービング内で引っ張られ得、又はパイプストリング若しくはロッドによりチュービング内で押され得ることも理解される。
本発明による方法は、井戸穴の外部で用いられるチュービング、例えば地上施設での油田管を拡張したり、損傷又は腐食した実在のチュービング内にてチュービングを拡張するのに用いることができる。
本発明は、以下の比較実験に基づいてさらに説明される。
実験1
円錐形セラミック面を有する拡張マンドレル(円錐形のセミトップ角A=20°)が、ケーシング等級L80、13%Crとして公知の従来の油田管を通して移動させられた。このケーシングは、広く使用されているケーシングタイプであり、初めの外径は101.6mm(4”)、初めの壁厚は5.75mm、破裂圧力は850バール、歪み効果指数n=0.075である。拡張マンドレルは、拡張された管の外径が127mmとなるように設計され、よって、径は20%増加する。管は拡張工程中に破裂した。分析によると、材料の延性制限は越えられて延性破壊が起こった。
実験2
油又はガス井戸での生産チュービングとしてますます使用されているタイプQT−800のコイルチュービングを用いた実験が行われた。チュービングは、初めに外径が60.3mm、壁厚が5.15mm、破裂圧力が800バール、歪み硬化指数n=0.14である。拡張マンドレルは、チュービングを通って移動させられ、マンドレルは、円錐形面を包絡する円錐のセミトップ角Aが5°となるような円錐形セラミック面を含み、拡張されたチュービングの外径が73mm(約21%増し)となるように設計された。このチュービングは拡張工程中に破裂する。分析によると、高い摩擦力故に拡張工程中に拡張圧力がパイプの破裂圧力を越えたことが分かった。
実験3
ASTM A106等級Bとして公知の成形可能スチール等級から作られるシームレスパイプを用いて実験が行われた。このパイプは、初めに外径が101.6mm(4”)、初めの壁厚が5.75mm、歪み硬化指数n=0.175であった。
拡張マンドレルは、パイプを通ってポンプ駆動された。このマンドレルは、円錐形面を包絡する円錐のセミトップ角Aが20°であり、且つ、拡張されたパイプの外径が127mm(5”)であり外径が21%増加するような円錐形セラミック面を含んだ。
パイプは首尾良く拡張され、パイプを通ってマンドレルを移動させるようにマンドレルに与えられた油圧は、275〜300バールの間であった。拡張されたパイプの破裂圧力は、520〜530バールの間であった。The present invention relates to tubing expansion. In particular, the present invention relates to a method for extending a steel tubing by moving an expansion mandrel through the tubing.
Many methods and apparatus for extending tubing are known.
EP 643794 discloses a method for expanding a casing against the wall of an underground borehole, which casing is made from a malleable material, preferably at least 25%. Non-axially strained plastic deformation is possible and the casing can be expanded by an expansion mandrel that is pumped, pulled or pressed through the casing.
Other expansion methods and devices are described in German Patent Specification No. 1583992, and U.S. Patent Nos. 3,203,483, 3,162,245, 3,167,122, 3,326. , 293, 3,785,193, 3,489,220, 5,014,779, 5,031,699, 5,083,608, 5,366,012 Is disclosed.
Many of the known expansion methods use a corrugated tube from the beginning, while the latter prior art uses a slotted tube that is expanded below the hole by an expansion mandrel. Yes.
The use of corrugated or slotted tubes in a known manner serves to reduce the expansion force required to expand the tube as desired.
A method according to the front part of
It is an object of the present invention to provide a method for extending non-slot tubing that is at least somewhat robust. In this method, it is required to apply a small force when expanding the tubing, and a tubing having a larger diameter and higher strength than that of the unexpanded tubing is obtained. The method can also be performed by tubing that may already have a tube shape before expansion.
The method according to the present invention includes the step of moving the expansion mandrel through tubing made from a formable steel grade that is at least partly solid and formable . The tapered extension section of the mandrel has a tapered ceramic outer surface. This tubing is strain hardened without any puncture and ductile fracture as a result of the expansion process.
As a result of strain hardening, the tubing becomes stronger during the expansion process. This is because larger extensions require more distortion than the previous extension.
It has been found that using a formable steel grade for tubing in combination with the tapered ceramic outer surface of the expansion mandrel has a synergistic effect. This is because the resulting expanded tubing has a moderately enhanced strength while the expansion force is kept low. If tubing is used in underground wells, tubing wound from the reel drum into the wells can be used due to the low yield strength and high ductility of the tubing before expansion.
In metallurgical technology, the terms strain-hardening and work-hardening are synonymous and both are used to indicate the increase in strength caused by plastic deformation.
As used herein, the formable steel grade means that the tubing can be plastically deformed into various shapes while maintaining its structural integrity.
Methods for determining the forming characteristics of steel are described in Metal Handbook, 9th Edition, Volume 14, Forming and Forging, ASM International, Metals Park, Ohio (USA).
The term necking refers to a geometric effect that causes non-uniform plastic deformation at some location due to the occurrence of local compression. From the marginal point of view, continuous work hardening in the marginal region no longer compensates for the continuous reduction of the smallest cross section in the neck. Therefore, the load carrying capacity of steel is reduced. With continuous loading, in fact all further plastic deformation is confined to the neck region, so that highly non-uniform deformation occurs and develops in the marginal region until failure occurs.
The term ductile fracture means that a defect occurs when the plastic deformation of a component exhibiting ductile properties proceeds so extreme that the component locally breaks into two. Inner void nucleation, growth and condensation proceeds to defects, leaving a dull fibrous bursting surface. For a detailed explanation of the terms shear and ductile fracture, see the handbook “Failure of Materials in Mechanical Design”, J. Am. A. In Collins, 2nd edition, published by John Wiley and Sons, New York (USA), 1993.
Preferably, the tubing is made from a formable high strength steel grade, has a yield strength-tensile strength ratio of less than 0.8, and has a yield strength of at least 275 MPa. The term high strength steel as used herein refers to steel having a yield strength of at least 275 MPa.
It is also preferred that the tubing is made from a formable steel grade with a yield stress / tensile stress ratio of 0.6 to 0.7.
Dual phase (DP) high-strength, low-allow (HSLA) steel is a Luders band during the tube expansion process that ensures a good surface finish of the expanded tube It lacks a clear yield point that eliminates formation.
Suitable HSLA dual phase (DP) steels used in the method according to the invention are grades DP55 and DP60 developed by Sollac and having a tensile strength of at least 550 Mpa, and at least developed by Nippon Steel Corporation. Grades SAFH540 and SAFH590D with a tensile strength of 540 MPa.
It can be seen that U.S. Pat. No. 4,938,266 discloses a method for producing dual phase steel.
Other suitable steels are the following formable high strength steel grades.
-ASTM A106 high strength low alloy (HSLA) seamless pipe,
-ASTM A312 austenitic stainless steel pipe, grade TP304L,
-ASTM A312 austenitic stainless steel pipe, grade TP316L, and-high residual austenitic high strength hot rolled steel (low alloy TRIP steel) such as grades SAFH590E, SAFH690E, SAFH780E developed by Nippon Steel.
The DP and other suitable steels each have a strain hardening index n of at least 0.16 and the tubing is such that the expanded tubing outer diameter is at least 20% greater than the unexpanded tubing outer diameter. Can be expanded.
For a detailed explanation of terms such as strain hardening, work hardening and strain hardening index n, see the handbook “Metal Forming-Mechanics and Metallurgy”, 2nd edition, published by Prentice Hall, New Jersey (USA), 1993. It is done in
Suitably, the expansion mandrel includes an expansion section having a conical ceramic outer surface. U.S. Pat. No. 3,901,063 discloses a plug having a conical ceramic outer surface for use in a tube drawing operation. If the expansion mandrel is pumped through tubing, it is preferred that the mandrel includes a seal section. This seal section is at a distance from the taper extension section such that when the mandrel is moved through the tubing by applying hydraulic pressure behind the extension mandrel, the seal section plastically engages the tubing extension. Be placed. This is generally achieved if the distance is at least three times the wall thickness of the expanded tubing.
By using a conical ceramic surface, the frictional force during the expansion process is reduced, and by providing a seal section that engages the expansion tube, it is avoided that the hydraulic pressure expands the tubing excessively.
In such a case, the expansion mandrel preferably includes a vent line for drawing any fluid present in the wells and tubing in front of the expansion mandrel to the ground.
Alternatively, the tubing is expanded so that the inner diameter of the expanded tubing is slightly smaller than the inner diameter of the well hole or the casing present in the well hole, so that the inside of the tubing in front of the well hole and the expansion mandrel Any fluid present in the water is drawn to the ground via an annular space that remains free around the tubing after the expansion process.
The invention also relates to a well provided with tubing expanded by the method according to the invention. In such cases, the tubing can serve as production tubing that transports hydrocarbon fluids to the surface through the tubing, and the rollable service and / or kill line is at least substantially the tubing length. Hydrocarbon fluid is produced through the surrounding production tubing, while the line fluid can be pumped through the section and toward the bottom of the well hole. By using such expanded production tubing, almost the entire well bore can be used for the transport of hydrocarbon fluids, resulting in a relatively thin to achieve the desired production rate. Well holes are available.
Alternatively, the tubing can be expanded against the inner surface of the casing present in the well bore. In such cases, the tubing can be used as production tubing and / or protective cladding. Protective cladding protects the wells against damage from corrosive well fluids and tools that fall into the wells during maintenance and refurbishment operations.
These and other objects, features and advantages of the method and well system according to the present invention will become apparent from the following detailed description with reference to the appended claims, abstract and accompanying drawings. In the accompanying drawings, FIG. 1 is a longitudinal cross-sectional view of an underground well hole in which tubing is expanded by the method according to the present invention.
Referring to FIG. 1, there is shown a well hole traversing the
The
The expansion mandrel 5 is moved longitudinally through the
The expansion mandrel 5 is provided with a series of ceramic surfaces to limit the frictional force between the pig and the
Experiments have also shown that it is advantageous for the expanding
According to experiments, if the semi-top angle A is smaller than 15 °, a relatively high frictional force is generated between the pipe and the pig. If the top angle is larger than 30 °, the plasticity of the
Experiments have also shown that the taper of the expansion mandrel 5 should have a non-metallic outer surface to avoid tube seizure during the expansion process. Further, by using a ceramic surface for the taper portion of the expansion mandrel, the average roughness of the inner surface of the
The mandrel 5 comprises a pair of seal rings 7, which are arranged at a distance from the conical
The expansion mandrel 5 includes a
In conventional wells, production tubing having an outer diameter that is less than 50% of the inner diameter of the well is used to allow smooth insertion into the tubing, even if the well is warped and the casing has an irregular inner surface. It is often necessary to use it. Thus, it is clear that the method of expanding tubing in situ according to the present invention enhances the efficient use of well holes.
It is also understood that instead of moving the expansion mandrel into the tubing by hydraulic pressure, the mandrel can be pulled in the tubing by a cable or pushed in the tubing by a pipe string or rod.
The method according to the invention can be used to expand tubing used outside of a well, for example an oilfield pipe at a ground facility, or to expand a tubing within a damaged or corroded real tubing.
The present invention is further illustrated based on the following comparative experiments.
An expansion mandrel with a conical ceramic surface (conical semi-top angle A = 20 °) was moved through a conventional oil field pipe known as casing grade L80, 13% Cr. This casing is a widely used casing type with an initial outer diameter of 101.6 mm (4 "), an initial wall thickness of 5.75 mm, a bursting pressure of 850 bar and a strain effect index n = 0.075. The expansion mandrel is designed so that the outer diameter of the expanded tube is 127 mm, thus increasing the diameter by 20% .The tube ruptured during the expansion process. It was overtaken and a ductile fracture occurred.
Experiment 2
Experiments were carried out using type QT-800 coil tubing, which is increasingly used as production tubing in oil or gas wells. Tubing initially has an outer diameter of 60.3 mm, a wall thickness of 5.15 mm, a bursting pressure of 800 bar, and a strain hardening index n = 0.14. The extended mandrel is moved through the tubing, the mandrel includes a conical ceramic surface such that the conical semi-top angle A enveloping the conical surface is 5 °, and the expanded tubing outer diameter is 73 mm. (About 21% increase). This tubing bursts during the expansion process. Analysis revealed that the expansion pressure exceeded the burst pressure of the pipe during the expansion process due to the high frictional force.
Experiments were conducted using seamless pipes made from a formable steel grade known as ASTM A106 grade B. The pipe initially had an outer diameter of 101.6 mm (4 ″), an initial wall thickness of 5.75 mm, and a strain hardening index n = 0.175.
The expansion mandrel was pumped through the pipe. This mandrel has a conical shape in which the semi-top angle A of the cone enveloping the conical surface is 20 °, the outer diameter of the expanded pipe is 127 mm (5 ″), and the outer diameter is increased by 21%. Including a ceramic surface.
The pipe was successfully expanded and the hydraulic pressure applied to the mandrel to move the mandrel through the pipe was between 275 and 300 bar. The burst pressure of the expanded pipe was between 520 and 530 bar.
Claims (12)
− ASTM A106高強度低合金(HSLA)シームレスパイプ、
− ASTM A312オーステナイトステンレススチールパイプ、等級TP 304L、
− ASTM A312オーステナイトステンレススチールパイプ、等級TP 316 L、及び
− TRIPスチールとして知られている高残留オーステナイト高強度熱間圧延スチール、
から選択された成形可能高強度スチール等級から作られる、請求項1、2又は3に記載の方法。Tubing (4) is a group of the following steel grades:-ASTM A106 high strength low alloy (HSLA) seamless pipe,
-ASTM A312 austenitic stainless steel pipe, grade TP 304L,
ASTM A312 austenitic stainless steel pipe, grade TP 316 L, and high residual austenitic high strength hot rolled steel known as TRIP steel,
4. A method according to claim 1, 2 or 3 made from a formable high strength steel grade selected from.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP96201809 | 1996-07-01 | ||
| EP96201809.9 | 1996-07-01 | ||
| PCT/EP1997/003489 WO1998000626A1 (en) | 1996-07-01 | 1997-06-30 | Method for expanding a steel tubing and well with such a tubing |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| JP2001508144A JP2001508144A (en) | 2001-06-19 |
| JP2001508144A5 JP2001508144A5 (en) | 2005-02-10 |
| JP4289686B2 true JP4289686B2 (en) | 2009-07-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP50385298A Expired - Lifetime JP4289686B2 (en) | 1996-07-01 | 1997-06-30 | Method for extending steel tubing and wells having such tubing |
Country Status (14)
| Country | Link |
|---|---|
| EP (1) | EP0907822B1 (en) |
| JP (1) | JP4289686B2 (en) |
| AU (1) | AU723337B2 (en) |
| BR (1) | BR9710016A (en) |
| CA (1) | CA2260191C (en) |
| DE (1) | DE69739166D1 (en) |
| DK (1) | DK0907822T3 (en) |
| EA (1) | EA000543B1 (en) |
| ID (1) | ID17661A (en) |
| MY (1) | MY116920A (en) |
| NO (1) | NO317755B1 (en) |
| NZ (1) | NZ333945A (en) |
| OA (1) | OA10949A (en) |
| WO (1) | WO1998000626A1 (en) |
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- 1997-06-30 WO PCT/EP1997/003489 patent/WO1998000626A1/en not_active Ceased
- 1997-06-30 DE DE69739166T patent/DE69739166D1/en not_active Expired - Lifetime
- 1997-06-30 EA EA199900072A patent/EA000543B1/en not_active IP Right Cessation
- 1997-06-30 NZ NZ333945A patent/NZ333945A/en not_active IP Right Cessation
- 1997-06-30 DK DK97930490T patent/DK0907822T3/en active
- 1997-06-30 CA CA002260191A patent/CA2260191C/en not_active Expired - Lifetime
- 1997-06-30 JP JP50385298A patent/JP4289686B2/en not_active Expired - Lifetime
- 1997-06-30 ID IDP972266A patent/ID17661A/en unknown
- 1997-06-30 EP EP97930490A patent/EP0907822B1/en not_active Expired - Lifetime
- 1997-06-30 BR BR9710016A patent/BR9710016A/en not_active IP Right Cessation
- 1997-06-30 AU AU34420/97A patent/AU723337B2/en not_active Expired
-
1998
- 1998-12-29 NO NO19986171A patent/NO317755B1/en not_active IP Right Cessation
- 1998-12-31 OA OA9800252A patent/OA10949A/en unknown
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018125230A1 (en) * | 2016-12-30 | 2018-07-05 | Halliburton Energy Services, Inc. | Expansion assembly for expandable liner hanger |
| US10914142B2 (en) | 2016-12-30 | 2021-02-09 | Halliburton Energy Services, Inc. | Expansion assembly for expandable liner hanger |
Also Published As
| Publication number | Publication date |
|---|---|
| MY116920A (en) | 2004-04-30 |
| EP0907822A1 (en) | 1999-04-14 |
| BR9710016A (en) | 1999-08-10 |
| CA2260191C (en) | 2007-11-27 |
| JP2001508144A (en) | 2001-06-19 |
| EA199900072A1 (en) | 1999-06-24 |
| NO317755B1 (en) | 2004-12-13 |
| OA10949A (en) | 2003-02-27 |
| EP0907822B1 (en) | 2008-12-17 |
| EA000543B1 (en) | 1999-10-28 |
| NO986171L (en) | 1999-02-22 |
| DE69739166D1 (en) | 2009-01-29 |
| ID17661A (en) | 1998-01-15 |
| NZ333945A (en) | 2000-03-27 |
| DK0907822T3 (en) | 2009-03-02 |
| AU3442097A (en) | 1998-01-21 |
| WO1998000626A1 (en) | 1998-01-08 |
| AU723337B2 (en) | 2000-08-24 |
| NO986171D0 (en) | 1998-12-29 |
| CA2260191A1 (en) | 1998-01-08 |
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