WO1997012072A1 - Structures en acier soude presentant une excellente resistance a la corrosion - Google Patents
Structures en acier soude presentant une excellente resistance a la corrosion Download PDFInfo
- Publication number
- WO1997012072A1 WO1997012072A1 PCT/JP1996/002834 JP9602834W WO9712072A1 WO 1997012072 A1 WO1997012072 A1 WO 1997012072A1 JP 9602834 W JP9602834 W JP 9602834W WO 9712072 A1 WO9712072 A1 WO 9712072A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- less
- weld metal
- metal
- welded
- content
- Prior art date
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K35/00—Rods, electrodes, materials, or media, for use in soldering, welding, or cutting
- B23K35/22—Rods, electrodes, materials, or media, for use in soldering, welding, or cutting characterised by the composition or nature of the material
- B23K35/24—Selection of soldering or welding materials proper
- B23K35/30—Selection of soldering or welding materials proper with the principal constituent melting at less than 1550 degrees C
- B23K35/3053—Fe as the principal constituent
- B23K35/308—Fe as the principal constituent with Cr as next major constituent
- B23K35/3086—Fe as the principal constituent with Cr as next major constituent containing Ni or Mn
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/12—All metal or with adjacent metals
- Y10T428/12493—Composite; i.e., plural, adjacent, spatially distinct metal components [e.g., layers, joint, etc.]
- Y10T428/12771—Transition metal-base component
- Y10T428/12861—Group VIII or IB metal-base component
- Y10T428/12951—Fe-base component
- Y10T428/12958—Next to Fe-base component
- Y10T428/12965—Both containing 0.01-1.7% carbon [i.e., steel]
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/12—All metal or with adjacent metals
- Y10T428/12493—Composite; i.e., plural, adjacent, spatially distinct metal components [e.g., layers, joint, etc.]
- Y10T428/12771—Transition metal-base component
- Y10T428/12861—Group VIII or IB metal-base component
- Y10T428/12951—Fe-base component
- Y10T428/12972—Containing 0.01-1.7% carbon [i.e., steel]
- Y10T428/12979—Containing more than 10% nonferrous elements [e.g., high alloy, stainless]
Definitions
- the present invention relates to a welded steel structure having excellent corrosion resistance in a wet carbon dioxide gas environment containing a low concentration of hydrogen sulfide saturated with hydrogen sulfide having a partial pressure of about 0.1 Oatm or less. More specifically, oil refining desulfurization equipment, tanks, geothermal power generation piping, and especially oil or natural gas piping, even if used in the above environment, will not The present invention relates to a high-strength welded steel structure that is not subject to sulfide stress cracking and corrosion damage. Background art
- a moist carbon dioxide environment with low concentrations of hydrogen sulfide is an environment where materials used in this field are very frequently encountered in the mining, transportation, refining and storage of oil and natural gas. This is a very important environment for industry in this field.
- the energy and chemical industries that support the modern society rely on crude oil and natural gas, and it is difficult to secure and use crude oil and natural gas without materials that can withstand this environment. It is no exaggeration to say that materials that can withstand this environment support modern society.
- HAZ SSC sulfide stress cracking
- HAZ SSC weld heat affected zone
- SC C U stress corrosion cracking
- the corrosion of weld metal refers to both “corrosion due to a trace amount of hydrogen sulfide” and “corrosion due to wet sulfuric acid gas” contained in wet carbon dioxide gas, and as a form of corrosion. Refers to both general corrosion and pitting corrosion in the weld metal.Corrosion due to hydrogen sulfide is referred to as “hydrogen sulfide corrosion", in which cracks are caused by the above-mentioned anode dissolution reaction. What appears is called SCC.
- welded steel structures that can withstand long-term use in this environment, such as welded E tubing, are currently limited to those that are manufactured from expensive materials. Have been. For this reason, there has been a strong demand from the above-mentioned industries such as petroleum mining to provide a cheaper welded steel structure having SSC resistance and corrosion resistance.
- a 13Cr system containing low C and containing Mo is preferred.
- Stainless steel has sufficient corrosion resistance and is used by many users without causing any problems for oil country tubular goods. That is, when used as a non-welded oil country tubular good, the above-mentioned low-C Mo-containing 13Cr stainless steel has no problem at all.
- Rolling force A welded steel structure obtained by welding this low C Mo-containing 13Cr steel as a base metal and using steel of the same chemical composition as the welding material is as follows: When used in a wet environment containing hydrogen sulfide at low port, SSC is generated in the HAZ, and the corrosion rate of the weld metal is too high to withstand.
- a welded steel structure using a 22 Cr system duplex stainless steel with an increased Cr concentration for both the base metal and the weld metal has excellent SSC resistance and corrosion resistance in the above environment.
- structures used in a wet carbon dioxide gas environment containing a low concentration of hydrogen sulfide include a base material made of 22Cr-based two-phase stainless steel and a 22Cr-based two-phase steel.
- welded steel structures composed of stainless steel weld metal and, in particular, welded E-tubes using seamless steel pipes as the base metal are used.
- the object of the present invention is to use even before welding or after post-weld heat treatment (PWHT) in a wet carbon dioxide gas environment containing a low concentration of hydrogen sulfide.
- An object of the present invention is to provide an inexpensive high-strength welded steel structure, particularly a welded E-tube.
- an object of the present invention is to provide a welded net structure that satisfies the following performance.
- Base material (including HAZ):
- TS tensile strength
- a novel point of the basic concept of the present invention is that a 25 Cr two-phase stainless steel is used as a base material of a 13 Cr stainless steel, which has not existed as a technical concept.
- the point is that a welded net structure that satisfies all of the above performances was constructed using stainless steel as the weld metal.
- the present invention provides a welded steel structure that limits the chemical composition and structure of the base material of the welded net structure, the chemical composition and structure of the weld metal, the hardness of the welded structure and the joint tensile strength to the following ranges. I do.
- the metal structure is martensite phase or tempered martensite.
- N 0.05 to 0.4%
- Cu 0 to 2%
- W 0 to 3.5%
- Ti 0 to 0.15%
- Nb 0 to 0.15%
- Zr 0-0.15%
- Ca 0-0.01%
- B 0-0.01%
- the balance being Fe and unavoidable impurities.
- C 0.03% or less
- P 0.02% or less
- S 0.01% or less as inevitable impurities.
- the weld metal Mn, Cu, and W of the weld metal are the following (e): Do).
- the base metal C, Mn, Cr, Ni, M0, Ti, Cu, W, Nb, and Zr are as follows (f).
- the welded steel structure according to the above [Invention 2], wherein Mo, Cu, W, Nb, Zr of the weld metal is the following (g) (referred to as [Invention 4]).
- the welded structure refers to all welded net structures, for example, a welded pipe.
- welding pipe refers to a steel pipe that has been girth welded to be incorporated into a structure and is used as a part of the structure in the structure.
- the welding pipe or the like may be used while being circumferentially welded, or may be used after performing PWHT after circumferential welding.
- Figure 1 is a schematic diagram showing a state in which various steel pipes are circumferentially welded.
- A is a seamless steel pipe
- (b) is a steel pipe manufactured by vertical seam welding of a thick steel plate
- (c) is a steel pipe manufactured by hot welding a hot coil. Indicates the minimum unit for each girth welding.
- the above-mentioned steel pipe refers to a steel pipe as a raw material, but the steel pipe as the raw material is not limited to a seamless steel pipe, and is a steel pipe manufactured by welding a thick steel plate or a hot coil. Also applies.
- a steel pipe as a material constituting a welded steel structure includes a welded portion
- the steel pipe as the material is also considered to be a welded steel structure. That is, these thick steel plates or hot coils correspond to the base material according to the present invention, and the welded portions correspond to the weld metal according to the present invention.
- the welds existing in the steel pipe as the material are essentially the same as the welds of the girth welds performed when they are incorporated into the structure, and are not vertical.
- the weld metal of the beam or spiral weld must have a chemical composition within the scope of the present invention.
- steel as a material including weld metal and HAZ The hardness of the entire pipe must be less than 350 in Vickers hardness as in the case of girth welds.
- Vickers hardness is the hardness (HV 1) measured under a test load of lkg.
- the term "sufficient stress value for the joint tensile strength of a welded steel structure” means that the joint metal does not break in the weld metal in the joint tensile test, and therefore does not break in the base metal, Satisfies the stress value.
- the wet acid gas environment containing a low concentration of hydrogen sulfide is, for example, hydrogen sulfide gas at a partial pressure of 0.01 atm and 5% saline solution saturated with carbon dioxide at a partial pressure of 30 atm. I do.
- the present inventors artificially adjusted the environment of wet carbon dioxide containing low concentration of hydrogen sulfide, and developed various kinds of HZ SSC and high Cr type weld metal of 13Cr stainless steel network.
- the corrosion phenomena of steel were investigated.
- the resulting technical points of the welded steel structure according to the present invention are the following five points.
- the structure of the base material is made of martensite or tempered to have a structure of martensite single phase.
- the weld metal has excellent corrosion resistance in the above environment, and at the same time, has a high Cr content in the fly and austenite, so that the joint tensile strength of at least 62 OMPa can be satisfied until welding.
- Weld metal consisting of the above two-phase structure, specifically 25Cr-based two-phase stainless steel.
- the weld metal must have a tensile strength to break at the base metal in the joint tensile test.
- the hardness should be less than a certain limit.
- the present invention has been completed by combining the above items.
- Fig. 1 is a schematic diagram showing welding pipes using various steel pipes.
- A is a seamless pot tube
- (b) is a steel tube obtained by vertical seam welding of a thick plate
- (c) is a steel tube obtained by hot welding a hot coil
- the welded pipes are shown by circumferential welding.
- [Invention 1] is a basic invention, and [Invention 2] to [Invention 5] are preferable modes for specifically implementing [Invention 1]. It is.
- “%” of alloying element indicates “% by weight”
- the upper limit is set to 0.05%.
- Cr is an element that improves the SSC resistance in coexistence with Mo. If Cr is less than 9%, sufficient SSC resistance cannot be obtained. On the other hand, if it exceeds 14%, it does not become a martensite single phase, but the ferrite phase is mixed and the tensile strength is reduced. Therefore, the content is set to 9 to 14%.
- the structure of the base metal shall be martensite or tempered martensite single phase structure. If austenite or X-lite is mixed in, sufficient strength cannot be secured.
- a steel pipe or a steel material having the above chemical composition is converted into a martensite single-phase structure by quenching treatment, or is thereafter tempered and tempered to form a martensite structure, thereby obtaining a predetermined structure.
- Given mechanical properties in the case of seamless steel pipes or thick steel plates, apply the force of reheating quenching offline or apply direct quenching online. Tempering is performed off-line or on-line with seamless steel pipes and steel plates.
- a hot coil a martensite is obtained by cooling before rolling after rolling and finishing, and it is used as it is for processing or further tempered.
- the steel plate or hot coil that has been subjected to the heat treatment or thermomechanical heat treatment is processed and joined by a normal welding method described later to form a steel pipe.
- Cr is an element that improves hydrogen sulfide corrosion resistance (mainly stress corrosion cracking resistance) in the presence of Ni and Mo.
- hydrogen sulfide corrosion is a general term for corrosion in an H 2 S-containing environment, and includes cracking, general corrosion, and localized corrosion. If Cr is less than 22%, N of i, which is desirable for securing the tensile strength, is not dissolved, and sufficient corrosion resistance cannot be obtained. On the other hand, if the content exceeds 27%, intermetallic compounds such as a sigma (h) phase are generated and become brittle, so the content is set to 27% or less.
- Ni has the effect of improving the corrosion resistance to hydrogen sulfide and the effect of changing the structure of the weld metal into a two-phase structure.
- the fly-light ratio exceeds 75 arena%, and when the Ni exceeds 11%, the fly-rate ratio is less than 35% by volume, which is sufficient. High corrosion resistance cannot be ensured.
- Mo improves seawater corrosion resistance. When Mo is less than 1.5%, the hydrogen sulfide corrosion resistance is significantly reduced. If it exceeds 5%, the effect is saturated and a significant improvement in performance cannot be obtained.
- the ferrite ratio of the weld metal is set to 35 to 75% by volume, which is optimal for corrosion resistance to hydrogen sulfide. If the weld metal has a fly ratio of less than 35% by volume, 0.2% proof stress cannot be secured, while if the fly ratio exceeds 75% by volume, nitrides will be formed in the ferrite. This is because they are precipitated and the corrosion resistance in the above environment is deteriorated, and the toughness is significantly reduced.
- the hardness of the welding pot structure according to the present invention was 3 in Vickers hardness for all parts. Must be 50 or less. If there is a part whose hardness exceeds 350 in Vickers hardness, SSC will be generated when the part comes into contact with wet carbon dioxide gas environment containing low concentration of hydrogen sulfide. In a welded steel structure, the highest hardness is in the HAZ, so if the hardness of the HAZ is reduced to 350 or less, the hardness of the entire welded steel structure will naturally be 350 or less.
- the Vickers hardness becomes 350 or less even in HAZ.
- Normal welding methods include gas tungsten arc welding (hereinafter, GTAW: TIG welding) and gas metal arc welding (hereinafter, GMAW: MIG welding) for automatic welding.
- GTAW gas tungsten arc welding
- GMAW MIG welding
- SMAW shielded metal, metal, and arc welding
- the welding heat input is generally performed in the range of 700 to 400 J / cm.
- the welded S-tube is a seamless steel pipe, a hot-coiled steel pipe or a thick steel plate formed by spiral welding.
- This is the case when girth-welded steel pipes are welded circumferentially.
- the above-mentioned hot coil spiral welds and thick steel plate vertical seam welds are included as welds for steel structures. It is as expected.
- vertical seams of thick steel plates are welded with a higher heat input than the above heat input by submerged arc welding (hereinafter, SAW) instead of the above welding method.
- SAW submerged arc welding
- tanks, etc. are also applicable to welded steel structures.
- the tensile strength (TS) in the joint tensile test shall be not less than 62 MPa and the weld metal shall not be broken. Weld metal fracture should not occur because there is no point in designing the structure based on the strength of the base metal if there is a possibility that the weld steel structure will break at a part other than the base metal. It is.
- the reason that the tensile strength in the joint tensile test is 62 MPa or more is that the structural design is such that the welded steel structure, which is a part of the structure, has a joint tensile strength of 62 OMPa or more. This is because it is performed.
- [Invention 2] is an embodiment of [Invention 1] as described above.
- the environments used range from low to high concentrations of hydrogen sulfide in moist carbon dioxide, i.e., from environments where the risk of SSC is not very high to those where the risk of SSC is high.
- the environment is assumed.
- [Invention 2] includes all of [Invention 2] to [Invention 5] which are embodiments of [Invention 1].
- the upper limit is set to 0.05%.
- the lower the C the better the force.
- the lower the C the more the cost will increase if it is less than 0.001%, so the lower limit is 0.001%.
- Si does not have to be added. If Si is not added as a deoxidizing agent, the loss of A 1 during A 1 deoxidation increases and becomes uneconomical, so free oxygen in the molten steel is removed. It is desirable to make the content sufficiently low, for example, 0.01% or more. On the other hand, if it exceeds 1%, the ripening workability deteriorates.
- Mn does not need to be added. However, Mn has the effect of fixing S as MnS in addition to the action of deoxidation, so it is desirable to add Mn. If the content is less than 0.1%, these effects are not sufficient, so if it is included, it is desirable to set it to 0.1% or more. However, if it exceeds 5%, SSC resistance and hot workability Is degraded, so the upper limit is 5%.
- Cr has the effect of improving the SSC resistance in the presence of Mo. If less than 9%, sufficient SSC resistance cannot be obtained. On the other hand, if it exceeds 14%, it does not become a martensite single phase, and the tensile strength is lowered due to the mixing of the flylite phase. Therefore, the content is set to 9 to 14%.
- Ni is contained in an amount of 0.5% or more so that the steel structure becomes a single phase of martensite by quenching and has a predetermined tensile strength. On the other hand, if it exceeds 7%, residual austenite is mixed into the tissue and the proof stress decreases by 0.2%.
- Mo may not be added. Mo improves the SSC resistance in the presence of Cr, and is added when further improvement of the SSC resistance is required. However, if it is less than 0.5%, sufficient SSC resistance cannot be ensured. Therefore, when it is contained, it is desirable to make it 0.5% or more. On the other hand, if it exceeds 4%, the effect is saturated, so it is set to 4% or less.
- a 1 is effective for refining the structure, and a force that requires 0.01% or more as sol. A 1 to achieve the effect; workability is deteriorated when it exceeds 0.2% Therefore, the range is 0.01 to 0.2%.
- Ti need not be added.
- the addition of Ti, Ti, and Ti lowers the solid solution C of HAZ and suppresses the increase in the hardness of the martensite phase, thus improving SSC resistance in more severe environments.
- Cu does not have to be added. However, it has the effect of improving the corrosion resistance in an environment where the pH is as low as about 2 and it is desirable to add it when used in such an environment. If the content is less than 0.3%, this effect will not be clearly exhibited, so if it is contained, it is desirable to make it 0.3% or more. On the other hand, if it exceeds 3%, this effect is saturated, and the surface properties of the slab deteriorate, so the content is set to 3% or less.
- W need not be added. However, W has the effect of improving the seawater corrosion resistance as well as M0. If the content is less than 1.5%, this effect will not be apparent, so it is desirable to contain 1.5% or more to obtain this effect. On the other hand, if it exceeds 5%, the effect of W in the present invention is saturated, so it is set to 5% or less.
- N b may not be added. However, Nb precipitates carbonitride and is effective in improving toughness or 0.2% proof stress. When a high strength steel is obtained with such an effect, the added force is less than 0.02%, and the effect is small. Yes. On the other hand, if it exceeds 0.2%, the toughness is remarkably deteriorated, so the content is set to 0.2% or less.
- Zr need not be added.
- Zr has the effect of fixing C as ZrC and reducing the hardness of HAZ, as in the case of Ti, so it is added when the SSC resistance is further improved. . If the content is less than 0.02%, this effect cannot be obtained clearly, so if it is included, it is desirable to set the content to 0.02% or more. On the other hand, if the content exceeds 0.2%, the toughness is reduced and the SSC resistance is deteriorated, so the content is set to 0.2% or less.
- C a 0 to 0.0 1%
- Ca does not have to be added. Ca forms strong sulphate and improves SSC resistance, and since the sulphate does not stretch by rolling and does not impair the additivity, it has a high degree of SSC resistance and processing. If necessary, add it. If the content is less than 0.001%, the above effects cannot be obtained clearly. Therefore, if it is to be included, it is desirable to set the content to 0.001% or more. On the other hand, if the content exceeds 0.01%, nonmetallic inclusions increase in the net and the SSC resistance deteriorates. Therefore, the content is set to 0.01% or less.
- B need not be added.
- B has the effect of strengthening the crystal grain boundaries and improves the SSC resistance, so it is added to further improve the SSC resistance. If the content is less than 0.0005%, this effect cannot be clearly obtained. Therefore, it is desirable to set the content to 0.0005% or more when it is contained. On the other hand, if the content exceeds 0.01%, coarse carbides are generated and the SSC resistance is deteriorated instead, so that the content is set to 0.01% or less.
- S as an unavoidable impurity, if its content exceeds 0.01%, has an effect of deteriorating the ripening workability. Therefore, the content of S is set to 0.01% or less.
- the weld metal of [Invention 2] covers a wide range from an environment where the danger of SSC occurrence is not so large to an environment where the danger of SSC occurrence is high.
- the chemical composition range of the weld metal of [Invention 2] includes the entire chemical composition range of the weld metal of [Invention 2] to [Invention 5], which is an embodiment of [Invention 1]. . S i: 1% or less
- Si may be used as a deoxidizing agent, but does not need to be positively left in the weld metal. If Si is less than 0.05%, which is effective for increasing the strength, the effect of increasing the strength will not be apparent. Therefore, if it is contained, it is desirable to set it to 0.05% or more. On the other hand, if it exceeds 1%, large inclusions including Si are generated, and the precipitation of the sigma ( ⁇ ) phase is accelerated to lower the SSC resistance, so the content is set to 1% or less. When used in an environment in which SSC is more likely to be generated, the content should be set to 0.5% or less.
- ⁇ may be added as a deoxidizing agent or may not be left in the weld metal. However, since it is effective for increasing the strength, it is desirable to increase the strength to 0.15% or more when increasing the strength. If the content is less than 0.15%, the effect of improving the strength is not clearly exhibited. However, when the content exceeds 2%, coarse inclusions including ⁇ are generated, and the precipitation of the ⁇ phase is accelerated to deteriorate the SSC resistance, so that the content is set to 2% or less.
- Cr is an element that improves hydrogen sulfide corrosion resistance (mainly stress corrosion cracking resistance) in the presence of Ni, N, and Mo. If it is less than 22%, a desired amount of N cannot be dissolved to secure the tensile strength, and sufficient corrosion resistance cannot be obtained. On the other hand, if the content exceeds 27%, an intermetallic compound such as a ⁇ phase is generated and the material becomes brittle, and the SSC resistance is reduced. Therefore, the content is set to 27% or less.
- Ni has the effect of improving the corrosion resistance to hydrogen sulfide and the effect of making the structure of the weld metal a two-phase structure. What is Ni in order to make the phenylite ratio of the welded portion up to the welding 35 to 75% by volume, which is optimal for corrosion resistance to hydrogen sulfide? To 11%. If Ni is less than 7%, the fly ratio exceeds 75% by volume. If ⁇ 1 exceeds 11%, the phenylite ratio will be less than 35% by volume. W / 127
- the content should be 11% or less.
- Mo has the effect of improving seawater corrosion resistance. If Mo is less than 1.5%, the hydrogen sulfide corrosion resistance is remarkably deteriorated, while if it exceeds 5%, no significant improvement in performance is observed. .
- a 1 is effect of deoxidizing the molten weld metal during welding is strongly, formation Hatesei Ji was Aluminum Na deoxidation (A 1 2 0 3) or the like acts as a coagulation nuclei or transformation nuclei, Effectively works on micronization of tissue. If so is not more than 0.05% in the weld metal as A ⁇ ⁇ , the effect is small, and if it exceeds 0.1%, the corrosion resistance deteriorates. 0.05 to 0.1%.
- N has the effect of remarkably improving the seawater resistance and increasing the strength of the weld metal by solid solution strengthening.
- the content is set to 0.05% or more.
- it exceeds 0.4% blow holes are likely to be generated in slabs and the like, and the amount of nitride which does not work for strengthening increases, thereby deteriorating the corrosion resistance of the weld metal. , 0.4% or less.
- Cu need not be included. However, Cu has the effect of improving the corrosion resistance in an environment with a low pH, such as PH2, and should be included if that effect is to be obtained. On the other hand, if it exceeds 2%, the effect will be saturated and the surface properties of the slab will be deteriorated.
- W does not have to be included.
- W like Mo, has the effect of improving seawater corrosion resistance and the effect of suppressing the precipitation of embrittlement phases. Therefore, it is desirable to include W in order to obtain this effect. On the other hand, if it exceeds 3.5%, this effect becomes saturated. Even if it is included, it should be 3.5% or less.
- T i has the function of reducing the hardness by fixing C as T i C in the weld metal, so it is included when the hardness of the weld metal is further reduced and SSC resistance is improved. . On the other hand, if it exceeds 0.15%, embrittlement of the weld metal becomes remarkable, so the content is set to 0.15% or less.
- N b does not have to be included. Nb is included when these effects are obtained because it improves toughness and 0.2% resistance to heat. However, if the content exceeds 0.15%, the toughness is significantly deteriorated, so the content is set to 0.15% or less.
- Zr need not be included.
- Zr has the effect of lowering the hardness of the weld metal like Ti, so it is included when the hardness is further reduced. However, if the content exceeds 0.15%, the effect is saturated, so the content is set to 0.15% or less.
- Ca does not have to be added. However, Ca fixes S as sulphate and improves the corrosion resistance of the weld metal, so it is added when the hydrogen sulfide concentration is relatively high and the corrosive environment is severe. If the content is less than 0.001%, the effect is not clear. Therefore, if it is contained, it is desirable to set the content to 0.001% or more. On the other hand, if the content exceeds 0.01%, the corrosion resistance deteriorates, so the content is set to 0.01% or less.
- B need not be added.
- B has the effect of suppressing the precipitation of intermetallic compounds such as the sigma phase of the weld metal and improving the corrosion resistance. If the content is less than 0.005%, the effect will not be clearly seen. Therefore, if it is included, it is desirable that the content be 0.005% or more. However, if the content exceeds 0.01%, boron nitride ⁇ is generated and the corrosion resistance is deteriorated. Therefore, it is desirable to set the content to 0.01% or less. C: 0.03% or less
- P is set to 0.02% or less.
- the SSC sensitivity increases, so the content is set to 0.01% or less.
- [Invention 3] is different from [Invention 2] in that the content of Mn, Cu and W in the weld metal is different from that of [Invention 2], as shown in (e) below.
- the composition is the same as that of [Invention 2].
- [Invention 3] has a distinctive feature compared to [Invention 2] in that the corrosion resistance of the weld metal is almost the same as that of [Invention 2] in a wide range of corrosive environments.
- Mn may be added as a deoxidizing agent, but may not be left in the weld metal. However, since it is effective for increasing the strength, it is desirable to increase the strength to 0.15% or more when increasing the strength. If the content is less than 0.15%, the effect of improving the strength is not clearly exhibited. However, if the content exceeds 1.5%, coarse inclusions containing Mn are generated, and the precipitation of phases is accelerated to deteriorate the SSC resistance, so that the content is set to 1.5% or less.
- Cu has the effect of improving the corrosion resistance in environments with low pH, such as pH2. If the power is less than 0.3%, the effect cannot be obtained, so it should be 0.3% or more. On the other hand, if it exceeds 2%, the effect is saturated, and the surface properties of the slab are deteriorated.
- W like Mo
- W has the effect of improving seawater corrosion resistance and the effect of suppressing the precipitation of embrittlement phases. If it is less than 1.5%, this effect cannot be obtained to the desired degree, so it should be 1.5% or more. On the other hand, if it exceeds 3.5%, this effect will be saturated, so it is set to 3.5% or less.
- [Invention 4] is characterized in that the base material has a base material capable of suppressing the generation of SSC even in a wet acid gas environment having a high hydrogen sulfide concentration.
- the base materials C, Mn, Cr, Ni, Mo, Ti, Cu, W, Nb, and Zr are as shown in the following (f).
- the contents of Mo, Cu, W, Nb, and Zr in the weld metal are different from those of [Invention 2] as shown in the following (g).
- the other alloy components are the same as those of [Invention 2] for both the base metal and the weld.
- the hardness of HAZ exceeds 350 hardness, and SSC is generated in an environment with high hydrogen sulfide concentration, so the upper limit is 0.0. 1%.
- Mn does not need to be added. However, since Mn has an action of fixing S as MnS in addition to the action of deoxidation, it is desirable to add Mn. If it is less than 0.1%, these effects are not enough, so if you want to include them, it is better to use 0.1% or more. On the other hand, if it exceeds 0.5%, in an environment with a high concentration of hydrogen sulfide, Since SSC is likely to occur, the upper limit is set to 0.5%.
- Cr has an effect of improving the SSC resistance in the presence of Mo.
- a humid carbon dioxide gas environment with a high concentration of hydrogen sulfide if it is less than 11%, sufficient SSC resistance cannot be obtained.
- it exceeds 14% it does not become a martensite single phase, but the ferrite phase is mixed and the tensile strength is reduced. Therefore, the content is set to 11 to 14%.
- Ni is set to 4.5% or more so that the steel structure becomes a martensite single phase and has a predetermined tensile strength by quenching even at a low C content. On the other hand, if it exceeds ⁇ %, residual austenite is mixed into the tissue and the proof stress decreases by 0.2%.
- M 0 is added in [Invention 4] to further improve the SSC resistance because it improves the SSC resistance in the presence of r. However, if it is less than 1.5%, sufficient SSC resistance cannot be ensured, so the content should be 1.5% or more. On the other hand, if it exceeds 4%, the effect is saturated, so it is set to 4% or less.
- T i lowers the solid solution C of HAZ and suppresses the increase in the hardness of the martensite phase. Therefore, Ti is indispensable in the present invention to secure the SSC resistance in more severe environments. If it is less than 0.01%, the amount of C fixed as T i C is not sufficient, so it should be 0.01% or more. On the other hand, if the content exceeds 0.2%, the effect is saturated and the toughness is remarkably deteriorated, so the content is set to 0.2% or less.
- Mo has the effect of improving seawater corrosion resistance. If Mo is less than 2.5%, the hydrogen sulfide corrosion resistance in a severely corrosive environment is significantly reduced, while if it exceeds 5%, no significant improvement in performance is observed. 5 to 5%.
- Cu, W, Nb and Zr are not added when Mo is in the above range, because even if they are not added, the weld metal has sufficient corrosion resistance.
- [Invention 5] is intended to be able to withstand a wet hydrogen sulfide environment containing a high hydrogen sulfide concentration in both the base metal and the weld metal. Therefore, the chemical composition of both the base metal and the weld metal is limited to the range that can withstand the harshest environment among the embodiments of [Invention 1].
- Mn may be added as a deoxidizing agent, but may not be left in the weld metal. However, since it is effective for increasing the strength, it is desirable to increase the strength to 0.15% or more when increasing the strength. If the content is less than 0.15%, the effect of improving the strength is not clearly exhibited. On the other hand, if the content exceeds 1.5%, coarse inclusions containing Mn are generated, and the precipitation of the phase is accelerated to deteriorate the SSC resistance, so that the content is set to 1.5% or less.
- Cu has the effect of improving the corrosion resistance in an environment with a low pH, such as pH2, but the effect is not obtained at less than 0.3%, so it should be at least 0.3%. On the other hand, if it exceeds 2%, the effect will be saturated and the surface properties of the slab will be deteriorated.
- W like Mo
- W has the effect of improving seawater corrosion resistance and the effect of suppressing the precipitation of embrittlement phases. If it is less than 1.5%, this effect cannot be obtained to the desired degree, so it should be 1.5% or more. On the other hand, if it exceeds 3.5%, this effect will be saturated, so it is set to 3.5% or less.
- Nb and Zr are forces that do not improve corrosion resistance even if added, or degrade rather than Nb and Zr. Is not added.
- Table 1 is an ffli table showing the chemical composition of the base metal used in the experiment.
- the steel with the chemical composition shown in the table was melted in a normal electric furnace, and then refined using an Ar-oxygen decarburizing furnace (AOD furnace) for the purpose of desulfurization, and then the diameter was 5 OO mm. Made 0 ingots. Then, after heating the ingot to 1200, it was subjected to hot forging and formed into a billet having a diameter of 22.5 mm ⁇ , and subsequently the mantle was formed from the billet.
- a seamless steel pipe with a diameter of 1688 mm0 x a wall thickness of 12 mm was manufactured using stainless steel pipes. After this, quenching and tempering are performed, and the 0.2% resistance to ca. 80 to 9531 (550 to 654! ⁇ ? &) 1 Standard 80 grade steel pipe (base metal) was manufactured.
- Table 2 is a list showing the chemical composition of the welding consumables.
- the chemical composition shown in the table is first melted in a normal electric furnace, and then for the purpose of desulfurization, Table 1 i't *,
- the welding material W5 in Table 2 is the chemical composition of the core wire of the welding rod for coating arc welding, and is the same as W4.
- Table 3 shows the chemical composition of the coating agent obtained by coating the core wire with the chemical composition of W5 above to form a coated arc welding rod.
- Table 4 is a list showing combinations of base materials, welding materials, and welding methods. Five
- Table 5 shows the chemical composition of the weld metal of these two types of joints.
- test pieces were processed from the welded pipes before welding, and tensile tests, hardness measurements and SSC resistance tests were performed.
- Test piece 4. O mm 0, parallel part length 20 mm
- the hardness was measured along the hardness measurement line that crossed the weld metal from the base metal by the 1 kg load Pitch hardness test method.
- the hardness measurement line was a straight line parallel to the inside of the steel pipe in the wall thickness direction of 0.5 mm from the inside.
- the hardness distribution including the weld metal and the base metal was measured at intervals of 0.2 mm over 4 cm, and the evaluation was made based on the maximum hardness.
- the point 0.5 mm from the inner surface is the position where the shadow ⁇ on the hardness of the first layer of circumferential welding appears most strongly.
- the test used the following two solutions.
- Solution A 5% N a C l , 0. 0 0 1 atm H 2 S + 3 0 atm CO 2 solution B: 5% N a C l , 0. 0 1 atm H 2 S + 3 0 atm CO 2 test Temperature: 25 ° C
- the center of the specimen is defined as HAZ. 1 Omm width x 2 mm thickness x
- Table 6 is a 1K table showing the results of these tests.
- the welded pipes of test numbers J1 to J16 according to the present invention have a Vickers hardness of not more than 350, while having a tensile strength of not less than 62 MPa, Ku and resistance superior with saturated environment at 0. OO latm H 2 S also
- Test No. J17 which is a comparative example, was obtained by welding with a welding material of martensitic stainless steel, and as shown in Table 5, the chemical composition of the weld metal was within the scope of the present invention. It was outside. In addition, the maximum hardness exceeded 350 in Vickers hardness, and SSC occurred in both types of solutions.
- J 18 of the comparative example was obtained by welding with the conventional 22 Cr-based duplex stainless steel, and the Cr content of the weld metal was out of the range of the present invention.
- the strength of the weld metal is insufficient, and a weld metal fracture occurs in the joint tensile test.
- the tensile strength is less than the target value of 62 OMPa.
- Comparative Example J19 the ferrite ratio of the weld metal was 10% by volume, the weld metal was broken due to insufficient strength of the weld metal, and the tensile strength was low.
- Comparative Example J20 the weld metal had a fly ratio of 80% by volume, and as a result, the toughness was extremely poor.
- the welded steel structure according to the present invention comprising a base material having an improved inexpensive 13Cr pot and a weld metal of the same improved duplex stainless steel, contains a low concentration of hydrogen sulfide. In a wet carbon dioxide gas environment, corrosion of HAZ SSC and weld metal is prevented and at the same time, joint tensile strength of more than 62 MPa.
- the welded steel structure according to the present invention can be used for oil desulfurization devices, petroleum tanks, etc., that come into contact with petroleum, natural gas, geothermal steam, etc., in which wet acid gas containing low concentration hydrogen sulfide is mixed
- the present invention which is used as geothermal power generation piping, particularly oil or natural gas piping, and exhibits excellent SSC resistance and corrosion resistance, is very important for petroleum and other related industries. It provides low-cost basic materials.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Arc Welding In General (AREA)
- Heat Treatment Of Articles (AREA)
- Heat Treatment Of Steel (AREA)
Description
Claims
Priority Applications (8)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US09/043,649 US6129999A (en) | 1995-09-27 | 1996-09-27 | High-strength welded steel structures having excellent corrosion resistance |
DK96932043T DK0864663T3 (da) | 1995-09-27 | 1996-09-27 | Svejsede stålstrukturer med høj styrke og fremragende korrosionsmodstand |
DE69628190T DE69628190T2 (de) | 1995-09-27 | 1996-09-27 | Hochfeste, geschweisste stahlstrukturen mit hervorragendem korrosionswiderstand |
JP51329797A JP3427387B2 (ja) | 1995-09-27 | 1996-09-27 | 耐食性に優れた高強度溶接鋼構造物 |
AU70970/96A AU703877B2 (en) | 1995-09-27 | 1996-09-27 | Welded high-strength steel structure with excellent corrosion resistance |
CA002233338A CA2233338C (en) | 1995-09-27 | 1996-09-27 | Welded high-strength steel structure with excellent corrosion resistance |
EP96932043A EP0864663B1 (en) | 1995-09-27 | 1996-09-27 | High-strength welded steel structures having excellent corrosion resistance |
NO19981373A NO323010B1 (no) | 1995-09-27 | 1998-03-26 | Sveiset hoystyrke-stalstruktur med utmerket korrosjonsbestandighet |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7/249661 | 1995-09-27 | ||
JP24966195 | 1995-09-27 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1997012072A1 true WO1997012072A1 (fr) | 1997-04-03 |
Family
ID=17196347
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP1996/002834 WO1997012072A1 (fr) | 1995-09-27 | 1996-09-27 | Structures en acier soude presentant une excellente resistance a la corrosion |
Country Status (9)
Country | Link |
---|---|
US (1) | US6129999A (ja) |
EP (1) | EP0864663B1 (ja) |
JP (1) | JP3427387B2 (ja) |
AU (1) | AU703877B2 (ja) |
CA (1) | CA2233338C (ja) |
DE (1) | DE69628190T2 (ja) |
DK (1) | DK0864663T3 (ja) |
NO (1) | NO323010B1 (ja) |
WO (1) | WO1997012072A1 (ja) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001009589A (ja) * | 1999-06-25 | 2001-01-16 | Sumikin Welding Ind Ltd | オーステナイト・フェライト系二相ステンレス鋼溶接材料およびそれを用いた高Cr鋼の溶接方法 |
JP2001300730A (ja) * | 2000-04-17 | 2001-10-30 | Kawasaki Steel Corp | 油井用高強度マルテンサイト系ステンレス鋼管の接続方法 |
JP2002137058A (ja) * | 2000-10-26 | 2002-05-14 | Kawasaki Steel Corp | 耐食性に優れた高強度油井鋼管継手の作製方法および高強度油井鋼管継手 |
WO2012111535A1 (ja) * | 2011-02-14 | 2012-08-23 | 住友金属工業株式会社 | 二相ステンレス溶接継手 |
JP2017025398A (ja) * | 2015-07-28 | 2017-02-02 | Jfeスチール株式会社 | 超大入熱溶接熱影響部靭性に優れた建築構造物用高強度厚鋼板 |
WO2018181570A1 (ja) * | 2017-03-31 | 2018-10-04 | 新日鐵住金ステンレス株式会社 | オーステナイト系ステンレス厚鋼板およびその製造方法 |
JP2019505677A (ja) * | 2015-12-23 | 2019-02-28 | グッドウィン ピーエルシーGoodwin Plc | 鋼、溶接消耗材、鋳造または鍛造または展伸された製品、溶接方法、溶接製品、および熱処理方法 |
JP2022522092A (ja) * | 2018-12-20 | 2022-04-14 | フェストアルピネ・ベーラー・エーデルシュタール・ゲー・エム・ベー・ハー・ウント・コー・カー・ゲー | スーパーオーステナイト系材料 |
Families Citing this family (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7235212B2 (en) * | 2001-02-09 | 2007-06-26 | Ques Tek Innovations, Llc | Nanocarbide precipitation strengthened ultrahigh strength, corrosion resistant, structural steels and method of making said steels |
CA2285732A1 (en) * | 1998-10-08 | 2000-04-08 | Daido Tokushuko Kabushiki Kaisha | Expandable metal-pipe bonded body and manufacturing method thereof |
JP3519966B2 (ja) * | 1999-01-07 | 2004-04-19 | 新日本製鐵株式会社 | 低温靱性に優れた超高強度ラインパイプおよびその製造法 |
EP1179380B1 (en) * | 1999-08-06 | 2009-10-14 | Sumitomo Metal Industries, Ltd. | Martensite stainless steel welded steel pipe |
US6884963B1 (en) * | 1999-08-25 | 2005-04-26 | Swagelok Company | Apparatus and method for welding duplex stainless steel |
EP1297910B8 (en) * | 2000-06-09 | 2008-10-01 | Nippon Steel Corporation | Method of producing a high-strength steel pipe |
DE10130488B4 (de) * | 2000-06-26 | 2011-07-21 | DENSO CORPORATION, Aichi-pref. | Glühkerze |
JP3905739B2 (ja) * | 2001-10-25 | 2007-04-18 | 三菱重工業株式会社 | タービンロータ用12Cr合金鋼、その製造方法及びタービンロータ |
US6923035B2 (en) | 2002-09-18 | 2005-08-02 | Packless Metal Hose, Inc. | Method and apparatus for forming a modified conduit |
WO2005023478A1 (ja) * | 2003-09-05 | 2005-03-17 | Sumitomo Metal Industries, Ltd. | 耐応力腐食割れ性に優れた溶接構造物 |
US7562807B2 (en) * | 2004-05-05 | 2009-07-21 | Electric Power Research Institute | Weld filler for welding dissimilar alloy steels and method of using same |
US7371988B2 (en) * | 2004-10-22 | 2008-05-13 | Electric Power Research Institute, Inc. | Methods for extending the life of alloy steel welded joints by elimination and reduction of the HAZ |
JP4337712B2 (ja) * | 2004-11-19 | 2009-09-30 | 住友金属工業株式会社 | マルテンサイト系ステンレス鋼 |
WO2006061881A1 (ja) * | 2004-12-07 | 2006-06-15 | Sumitomo Metal Industries, Ltd. | 油井用マルテンサイト系ステンレス鋼管 |
US7694402B2 (en) * | 2005-08-01 | 2010-04-13 | Packless Metal Hose, Inc. | Method for forming a lined conduit |
US9040865B2 (en) | 2007-02-27 | 2015-05-26 | Exxonmobil Upstream Research Company | Corrosion resistant alloy weldments in carbon steel structures and pipelines to accommodate high axial plastic strains |
US20090286107A1 (en) * | 2008-05-13 | 2009-11-19 | Ut-Battelle, Llc | Ferritic Alloy Compositions |
US20100266790A1 (en) * | 2009-04-16 | 2010-10-21 | Grzegorz Jan Kusinski | Structural Components for Oil, Gas, Exploration, Refining and Petrochemical Applications |
US20120152397A1 (en) * | 2010-12-16 | 2012-06-21 | Ching-Chi Chung | Frame Tube for Light-Weighted Bicycle Frame |
AU2012279593B2 (en) | 2011-07-06 | 2014-08-07 | Nippon Steel Corporation | Austenitic steel welded joint |
US9016325B2 (en) * | 2013-06-11 | 2015-04-28 | Dale R. Cowie | Salt guard |
CA2865630C (en) | 2013-10-01 | 2023-01-10 | Hendrickson Usa, L.L.C. | Leaf spring and method of manufacture thereof having sections with different levels of through hardness |
CN104653882A (zh) * | 2014-12-23 | 2015-05-27 | 江苏省常熟环通实业有限公司 | 一种精密无缝钢管 |
CN106695046A (zh) * | 2017-01-19 | 2017-05-24 | 中车四方车辆有限公司 | 一种不锈钢板与耐候钢板的焊接方法 |
CN113227409B (zh) * | 2018-12-28 | 2023-07-25 | 日铁不锈钢株式会社 | 焊接结构物及其制造方法 |
WO2023198721A1 (en) * | 2022-04-12 | 2023-10-19 | Alleima Tube Ab | A new welding duplex stainless steel material suitable for welding a duplex stainless steel, a welded joint and a welding method thereof |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60165364A (ja) * | 1984-02-07 | 1985-08-28 | Kubota Ltd | 高耐食性高耐力二相ステンレス鋼 |
JPS61113749A (ja) * | 1984-11-09 | 1986-05-31 | Kawasaki Steel Corp | 油井用高耐食性合金 |
JPH05163553A (ja) * | 1991-12-11 | 1993-06-29 | Nippon Steel Corp | 高温耐食性に優れた複層型溶接鋼管用鋼材 |
JPH06264192A (ja) * | 1993-03-15 | 1994-09-20 | Nkk Corp | 溶接構造用高強度・高靭性マルテンサイト系ステンレス鋼及びその製造方法 |
JPH0857683A (ja) * | 1994-08-16 | 1996-03-05 | Nippon Steel Corp | 高Cr鋼の溶接方法 |
Family Cites Families (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NO116045B (ja) * | 1965-07-27 | 1969-01-20 | Avesta Jernverks Ab | |
AT291708B (de) * | 1967-12-21 | 1971-07-26 | Avesta Jernverks Ab | Schweißelektrode für elektrisches Lichtbogenschweißen |
US3736131A (en) * | 1970-12-23 | 1973-05-29 | Armco Steel Corp | Ferritic-austenitic stainless steel |
JPS5961590A (ja) * | 1982-09-29 | 1984-04-07 | Daido Steel Co Ltd | 溶接方法 |
US5049210A (en) * | 1989-02-18 | 1991-09-17 | Nippon Steel Corporation | Oil Country Tubular Goods or a line pipe formed of a high-strength martensitic stainless steel |
AT397515B (de) * | 1990-05-03 | 1994-04-25 | Boehler Edelstahl | Hochfeste korrosionsbeständige duplex-legierung |
JPH04224656A (ja) * | 1990-12-26 | 1992-08-13 | Kawasaki Steel Corp | 油井管用マルテンサイト系ステンレス鋼 |
JPH0550287A (ja) * | 1991-08-22 | 1993-03-02 | Nippon Steel Corp | クリープ破断特性及び耐脆化性の優れたオーステナイト系ステンレス鋼溶接材料 |
JP2500162B2 (ja) * | 1991-11-11 | 1996-05-29 | 住友金属工業株式会社 | 耐食性に優れた高強度二相ステンレス鋼 |
JP3106674B2 (ja) * | 1992-04-09 | 2000-11-06 | 住友金属工業株式会社 | 油井用マルテンサイト系ステンレス鋼 |
US5440090A (en) * | 1993-06-07 | 1995-08-08 | Atlantic Richfield Company | Duplex stainless steel welding method |
JPH07185879A (ja) * | 1993-12-24 | 1995-07-25 | Nippon Steel Corp | 高強度高耐食マルテンサイト系ステンレス鋼用溶接線材 |
JP3031169B2 (ja) * | 1994-06-15 | 2000-04-10 | 株式会社日立製作所 | 炭素鋼とオーステナイト系ステンレス鋼との溶接方法及び電力送配電用ガス遮断器の溶接方法 |
JP3165902B2 (ja) * | 1994-09-21 | 2001-05-14 | 新日本製鐵株式会社 | 高Cr鋼の溶接方法 |
JPH08132238A (ja) * | 1994-11-10 | 1996-05-28 | Nippon Steel Corp | 高Cr鋼の溶接方法 |
-
1996
- 1996-09-27 EP EP96932043A patent/EP0864663B1/en not_active Expired - Lifetime
- 1996-09-27 WO PCT/JP1996/002834 patent/WO1997012072A1/ja active IP Right Grant
- 1996-09-27 AU AU70970/96A patent/AU703877B2/en not_active Expired
- 1996-09-27 JP JP51329797A patent/JP3427387B2/ja not_active Expired - Lifetime
- 1996-09-27 DK DK96932043T patent/DK0864663T3/da active
- 1996-09-27 US US09/043,649 patent/US6129999A/en not_active Expired - Lifetime
- 1996-09-27 CA CA002233338A patent/CA2233338C/en not_active Expired - Lifetime
- 1996-09-27 DE DE69628190T patent/DE69628190T2/de not_active Expired - Lifetime
-
1998
- 1998-03-26 NO NO19981373A patent/NO323010B1/no not_active IP Right Cessation
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60165364A (ja) * | 1984-02-07 | 1985-08-28 | Kubota Ltd | 高耐食性高耐力二相ステンレス鋼 |
JPS61113749A (ja) * | 1984-11-09 | 1986-05-31 | Kawasaki Steel Corp | 油井用高耐食性合金 |
JPH05163553A (ja) * | 1991-12-11 | 1993-06-29 | Nippon Steel Corp | 高温耐食性に優れた複層型溶接鋼管用鋼材 |
JPH06264192A (ja) * | 1993-03-15 | 1994-09-20 | Nkk Corp | 溶接構造用高強度・高靭性マルテンサイト系ステンレス鋼及びその製造方法 |
JPH0857683A (ja) * | 1994-08-16 | 1996-03-05 | Nippon Steel Corp | 高Cr鋼の溶接方法 |
Non-Patent Citations (1)
Title |
---|
YORITAKA UEDA. ET AL., IRON AND STEEL, vol. 70, no. 13, 1984, pages S1374 * |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001009589A (ja) * | 1999-06-25 | 2001-01-16 | Sumikin Welding Ind Ltd | オーステナイト・フェライト系二相ステンレス鋼溶接材料およびそれを用いた高Cr鋼の溶接方法 |
JP2001300730A (ja) * | 2000-04-17 | 2001-10-30 | Kawasaki Steel Corp | 油井用高強度マルテンサイト系ステンレス鋼管の接続方法 |
JP4552268B2 (ja) * | 2000-04-17 | 2010-09-29 | Jfeスチール株式会社 | 油井用高強度マルテンサイト系ステンレス鋼管の接続方法 |
JP2002137058A (ja) * | 2000-10-26 | 2002-05-14 | Kawasaki Steel Corp | 耐食性に優れた高強度油井鋼管継手の作製方法および高強度油井鋼管継手 |
WO2012111535A1 (ja) * | 2011-02-14 | 2012-08-23 | 住友金属工業株式会社 | 二相ステンレス溶接継手 |
JP5013030B1 (ja) * | 2011-02-14 | 2012-08-29 | 住友金属工業株式会社 | 二相ステンレス溶接継手 |
AU2012218659B2 (en) * | 2011-02-14 | 2014-07-10 | Nippon Steel Corporation | Welded duplex stainless joint |
JP2017025398A (ja) * | 2015-07-28 | 2017-02-02 | Jfeスチール株式会社 | 超大入熱溶接熱影響部靭性に優れた建築構造物用高強度厚鋼板 |
JP2019505677A (ja) * | 2015-12-23 | 2019-02-28 | グッドウィン ピーエルシーGoodwin Plc | 鋼、溶接消耗材、鋳造または鍛造または展伸された製品、溶接方法、溶接製品、および熱処理方法 |
WO2018181570A1 (ja) * | 2017-03-31 | 2018-10-04 | 新日鐵住金ステンレス株式会社 | オーステナイト系ステンレス厚鋼板およびその製造方法 |
JPWO2018181570A1 (ja) * | 2017-03-31 | 2020-03-26 | 日鉄ステンレス株式会社 | オーステナイト系ステンレス厚鋼板およびその製造方法 |
JP2022522092A (ja) * | 2018-12-20 | 2022-04-14 | フェストアルピネ・ベーラー・エーデルシュタール・ゲー・エム・ベー・ハー・ウント・コー・カー・ゲー | スーパーオーステナイト系材料 |
Also Published As
Publication number | Publication date |
---|---|
DE69628190T2 (de) | 2003-11-20 |
EP0864663A4 (ja) | 1998-10-21 |
DE69628190D1 (de) | 2003-06-18 |
AU7097096A (en) | 1997-04-17 |
EP0864663A1 (en) | 1998-09-16 |
NO323010B1 (no) | 2006-12-27 |
AU703877B2 (en) | 1999-04-01 |
CA2233338C (en) | 2001-04-03 |
US6129999A (en) | 2000-10-10 |
NO981373L (no) | 1998-05-28 |
EP0864663B1 (en) | 2003-05-14 |
CA2233338A1 (en) | 1997-04-03 |
NO981373D0 (no) | 1998-03-26 |
DK0864663T3 (da) | 2003-09-15 |
JP3427387B2 (ja) | 2003-07-14 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO1997012072A1 (fr) | Structures en acier soude presentant une excellente resistance a la corrosion | |
US4443406A (en) | Heat-resistant and corrosion-resistant weld metal alloy and welded structure | |
US6159310A (en) | Wire for welding high-chromium steel | |
JP2001179485A (ja) | マルテンサイト系ステンレス溶接鋼管およびその製造方法 | |
JP3303647B2 (ja) | 耐サワー性と耐炭酸ガス腐食性とに優れた溶接鋼管 | |
JP2003301241A (ja) | 尿素製造プラント用二相ステンレス鋼、溶接材料、尿素製造プラントおよびその機器 | |
JP3815227B2 (ja) | 耐歪み時効性に優れたマルテンサイト系ステンレス鋼溶接継手 | |
JP3555579B2 (ja) | 高耐食性マルテンサイト系ステンレス鋼 | |
JP4193308B2 (ja) | 耐硫化物応力割れ性に優れた低炭素フェライト−マルテンサイト二相ステンレス溶接鋼管 | |
JP2000015447A (ja) | マルテンサイト系ステンレス鋼の溶接方法 | |
JP3164978B2 (ja) | 高Cr鋼の溶接方法 | |
JP4774588B2 (ja) | 耐食性に優れた高強度油井鋼管継手の作製方法および高強度油井鋼管継手 | |
JP4465066B2 (ja) | フェライト・オーステナイト二相系ステンレス鋼用溶接材料 | |
JP3165902B2 (ja) | 高Cr鋼の溶接方法 | |
JP2575250B2 (ja) | 耐食性および溶接性の優れたラインパイプ | |
JPH0499127A (ja) | 耐炭酸ガス環境腐食性に優れた高強度マルテンサイト系ステンレス銅ラインパイプの製造方法 | |
JP2558403B2 (ja) | 耐食性および溶接性の優れたラインパイプ | |
JP2002155341A (ja) | 耐炭酸ガス腐食性及び溶接部靱性に優れた耐食鋼及びそれを用いた耐食ラインパイプ | |
JPH04268044A (ja) | 溶接性の優れたラインパイプ用高Cr鋼 | |
Lauro et al. | Welding and weldability of the ‘super-austenitic’and ‘super-martensitic’stainless steels | |
JP2000063997A (ja) | マルテンサイト系ステンレス溶接鋼管 | |
JPH1147969A (ja) | 耐食性に優れたラインパイプ用溶接鋼管の製造方法 | |
JP2000288775A (ja) | マルテンサイト系ステンレス鋼の溶接継手 | |
JP2000226643A (ja) | 低炭素マルテンサイト系ステンレス鋼板およびその製造方法ならびに溶接鋼管 | |
JPH0499155A (ja) | 溶接性の優れたラインパイプ用高Cr鋼 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AK | Designated states |
Kind code of ref document: A1 Designated state(s): AU CA JP NO US |
|
AL | Designated countries for regional patents |
Kind code of ref document: A1 Designated state(s): AT BE CH DE DK ES FI FR GB GR IE IT LU MC NL PT SE |
|
DFPE | Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101) | ||
121 | Ep: the epo has been informed by wipo that ep was designated in this application | ||
122 | Ep: pct application non-entry in european phase | ||
WWE | Wipo information: entry into national phase |
Ref document number: 09043649 Country of ref document: US |
|
ENP | Entry into the national phase |
Ref document number: 2233338 Country of ref document: CA Ref country code: CA Ref document number: 2233338 Kind code of ref document: A Format of ref document f/p: F |
|
WWE | Wipo information: entry into national phase |
Ref document number: 1996932043 Country of ref document: EP |
|
122 | Ep: pct application non-entry in european phase | ||
122 | Ep: pct application non-entry in european phase | ||
WWP | Wipo information: published in national office |
Ref document number: 1996932043 Country of ref document: EP |
|
WWG | Wipo information: grant in national office |
Ref document number: 1996932043 Country of ref document: EP |