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    • 4. 发明申请
    • Heat Treat Production Fixture
    • 热处理生产夹具
    • US20160032415A1
    • 2016-02-04
    • US14777359
    • 2014-03-14
    • PETROWELL LIMITED
    • Oliver Webster
    • C21D1/30F27D5/00C23C8/24C22C38/00C21D1/74C21D7/00
    • C21D1/30C21D1/06C21D1/74C21D1/76C21D7/00C21D2221/00C22C38/00C23C8/02C23C8/24F27D5/00
    • A method for manufacturing a metal structure (130) for use in a downhole assembly comprises plastically deforming at least a portion of the metal structure (130); and heating at least the deformed portion of the metal structure to a temperature below its critical and/or transformation temperature. An assembly for performing the method comprises a production fixture (370) configured to receive the metal structure (130), wherein the production fixture is adapted to undergo heating to a temperature below and/or up to the critical and/or transformation temperature of the metal structure. By heating at least the deformed portion of the metal structure to a temperature below its critical and/or transformation temperature, the metal structure may undergo stress relief, which may help prevent undesirable movement of deformed portion, e.g. collet fingers of a catching apparatus, against the direction of deformation after impact(s) and/or shock(s) from moving objects, in use.
    • 用于制造用于井下组件的金属结构(130)的方法包括使金属结构(130)的至少一部分塑性变形; 以及至少将所述金属结构的变形部分加热到低于其临界和/或转变温度的温度。 用于执行该方法的组件包括构造成接收金属结构(130)的生产夹具(370),其中生产夹具适于经受加热至低于和/或高于其的临界和/或相变温度 金属结构。 通过将金属结构的至少变形的部分加热到低于其临界和/或相变温度的温度,金属结构可能经历应力释放,这可有助于防止变形部分的不希望的移动,例如, 捕捉装置的夹头,在使用中抵抗来自移动物体的冲击和/或冲击之后的变形方向。
    • 9. 发明授权
    • High-strength steel plate and producing method therefor
    • 高强度钢板及其制造方法
    • US08216400B2
    • 2012-07-10
    • US12681853
    • 2009-09-14
    • Tatsuya Kumagai
    • Tatsuya Kumagai
    • C21D7/00C21D8/02C22C38/00
    • C22C38/02C21D6/002C21D8/0226C21D8/0263C21D2211/008C22C38/001C22C38/04C22C38/06C22C38/08C22C38/12C22C38/42C22C38/44C22C38/46C22C38/54C22C38/58Y10T428/12
    • A high-strength steel plate includes the following composition: 0.18 to 0.23 mass % of C; 0.1 to 0.5 mass % of Si; 1.0 to 2.0 mass % of Mn; 0.020 mass % or less of P; 0.010 mass % or less of S; 0.5 to 3.0 mass % of Ni; 0.003 to 0.10 mass % of Nb; 0.05 to 0.15 mass % of Al; 0.0003 to 0.0030 mass % of B; 0.006 mass % or less of N; and a balance composed of Fe and inevitable impurities. A weld crack sensitivity index Pcm of the high-strength steel plate is 0.36 mass % or less. The Ac3 transformation point is equal to or less than 830° C., the percentage value of a martensite structure is equal to or greater than 90%, the yield strength is equal to or greater than 1300 MPa, and the tensile strength is equal to or greater than 1400 MPa and equal to or less than 1650 MPa. A prior austenite grain size number Nγ is calculated by Nγ=−3+log2m using an average number m of crystal grains per 1 mm2 in a cross section of a sample piece of the high-strength steel plate. If the tensile strength is less than 1550 MPa, the prior austenite grain size number Nγ satisfies the formulae Nγ≧([TS]−1400)×0.004+8.0 and Nγ≧11.0, and if the tensile strength is equal to or greater than 1550 MPa, the prior austenite grain size number Nγ satisfies the formulae Nγ≧([TS]−1550)×0.008+8.6 and Nγ≦11.0, where [TS] (MPa) is the tensile strength.
    • 高强度钢板包含以下成分:C:0.18〜0.23质量% 0.1〜0.5质量%的Si; 1.0〜2.0质量%的Mn; 0.020质量%以下的P; 0.010质量%以下的S; 0.5〜3.0质量%的Ni; 0.003〜0.10质量%的Nb; 0.05〜0.15质量%的Al; 0.0003〜0.0030质量% 0.006质量%以下的N; 余量由Fe和不可避免的杂质构成。 高强度钢板的焊接裂纹敏感度指数Pcm为0.36质量%以下。 Ac 3相变点等于或小于830℃,马氏体组织的百分比值等于或大于90%,屈服强度等于或大于1300MPa,拉伸强度等于 或大于1400MPa且等于或小于1650MPa。 在高强度钢板的样品片的横截面中,通过Nγ= -3 + log2m,使用每1mm 2的平均数m个晶粒计算原奥氏体晶粒尺寸数Nγ。 如果拉伸强度小于1550MPa,则原奥氏体粒径Nγ满足公式Nγ≥([TS] -1400)×0.004 + 8.0,Nγ≥11.0,如果拉伸强度为1550以上 MPa,原奥氏体粒径数Nγ满足公式Nγ≥([TS] -1550)×0.008 + 8.6,Nγ≦̸ 11.0,其中[TS](MPa)为拉伸强度。
    • 10. 发明授权
    • Circularly welded joint featuring excellent fatigue strength, method of producing circularly welded joint and welded structure
    • 圆形焊接接头具有优良的疲劳强度,生产圆形焊接接头和焊接结构的方法
    • US07695825B2
    • 2010-04-13
    • US10530948
    • 2003-10-08
    • Kiyotaka NakashimaTadashi Ishikawa
    • Kiyotaka NakashimaTadashi Ishikawa
    • B23K9/23B23K20/10B32B15/18C21D7/00
    • B23K9/02B23K31/02B23K2103/04Y10T403/478Y10T428/12375Y10T428/12965
    • A circularly welded joint featuring excellent fatigue strength obtained by welding the ends of two pieces of steel plates perpendicularly together and used for the welded structures such as buildings, ships, bridges, construction machinery and off-shore structures, a method of producing the circularly welded joints and a welded structure using the circularly welded joints are provided. A circularly welded joint is obtained by welding the ends of two pieces of steel plates perpendicularly together. Between the two pieces of the steel plates, at least the steel plate on the side on which the main stress is exerted is one that suppresses the propagation of cracks due to fatigue and, preferably, one having the compressive residual stress in the surface layer of the steel plate. When the thickness of the steel plate is denoted by t, the residual stress in the direction of main stress is the compressive residual stress over a range of not smaller than t/10 or not smaller than 3 mm in the direction of plate thickness from the circularly welded surface of the steel plate.
    • 一种圆形焊接接头,通过将两块钢板的端部垂直地焊接在一起并用于诸如建筑物,船舶,桥梁,工程机械和离岸结构的焊接结构而获得的优异的疲劳强度,一种生产圆形焊接 提供了使用圆形焊接接头的接头和焊接结构。 通过将两块钢板的端部垂直焊接在一起,获得圆形焊接接头。 在两块钢板之间,至少施加有主应力的一侧的钢板是抑制由于疲劳引起的裂纹的传播的钢板,优选地,在表面层中具有压缩残余应力的钢板 钢板。 当钢板的厚度为t时,主应力方向的残余应力是在板厚方向上不小于t / 10或不小于3mm的范围内的压缩残余应力 钢板的圆形焊接表面。